HomeMy WebLinkAbout2918-25E
N
0
CL
RCP
0
0
0
0
0
CL
RCP
0.15m
SAFETY CAGE
PER CALTRANS STD D936
PER APWA STD PLAN
332-1 CASE 2
18" RCP
(D-1250)
5.516m
0.15m
2.15m
CL
STREET
W= 0.91 m NMI
-�G
0.20m I -A
,_
d
H=1.00m
_ HGL25 ---
0.15m
jh
t
Ih-47 - • i _ a
0.20m -
15.85m
0.32m
Q25= 0.04 mr a
n,, = 0.060 m
\ (367.23 INV.)
EXIST. 81CR P
STA. 28+80
N.T.S
15.85m
--v
W= 0.91 mOWN 'j
1 �G'
0.20m
i
H=1.00m .- 0.15m
WSE=372.16
I
77-7
1:4
HGL 25 /...
-
WSE=371.58 � ••
0.20m
� STA 10+04.456
O�
371.926 INV.
(D-2000)
PER APWA STD PLAN
X35-1 CASE
STA 10+01.024
370.03 INV.
(368.70 INV.)
EXIST. 84 RCP
Q� = 0.05 m%s
(1.75 c!s)
V = 3.84 m/s
(12.59 fps)
STA. 31 +00
N.T.S
CL
STREET
CL
RCP
0.15m
SAFETY CAGE
PER CALTRANS STD D93B
PER APWA STD PLAN I
332-1 CASE 2
18" RCP
(D-1250)
E
0
a)
CL
RCP
0
0
0
0
0
5.516m
0.15m
IHGL
25
WSE=370.85 /.•�
15.85m
W=0.91 mNo
0.20m
I -
H=1.00m _ =
4 0.15m
I = _ WSE=371.26
�... q-
STA
0.20m
10+04.456
371.036 INV.
\18" RCP, L=4.026m
/ ( (D-2000)
PER APWA STD PLAN
335-1 CASE
1.296m
STA 10+00.992
369.15 INV. Q25= 0•05 m�8
(1.68 CfB)
V = 3.43 m/s
(11 7R fwal
JV.` �wry aro
RCP STA. 29+90
20.040m
W=0.91 m CY�
G'
0.20m -
H=1.00m
HGL25---a- A. am
d 0.15m
•
... d
h
: t
�.
e - 4
47 • : a
f 0.20m
0.68m
Q 25= 0.082 me/e
(2.89 cte)
Li = 0.010 m
(369.533 INV.)
EXIST. 81 RCP STA. 31+89e431p
N.T.S
CL
STREET
N.T.S
CL
STREET CL CL
RCP STREET
1.424m 115.85m
W= 0.91 m
d 0.20m
f •-
0.15m
-d EXIST.
bc
H=1.00m : _ TEMPORARY
• HGL 0 15m INLET
SAFETY CAGE 25
PER CALTRANS STD D93B
I i ... ...
PER APWA STD PLAN - : ht
0.353m
332-1 CASE 2 - - •
`, __ O4
18" RCP • - =b -:.s 0_.,20m , n T .-_ � o
(D-1250) � � o S
CD
C- m
moo -No o
I ® CuU
0.8
EXIST. 18" RCP LU
o
O 0)®g CD
Q25 = 0.28 incus 0) JE U
r ��
ht = 0.235 m
�1--
�C=ca�
(371.13 INV.) �
EXIST. 8 RCP STA. 34+ 10.058 � 29
=.
1
N.T.S
DIST
� COUNTY
ROUTE
17
KILOMETER POST
TOTAL PROJECT
SHEET
No
TOTAL
SHEETS
08
SBd
66
17e49/19e84
E
N
0
CL
RCP
0
0
0
0
0
CL
RCP
0.15m
SAFETY CAGE
PER CALTRANS STD D936
PER APWA STD PLAN
332-1 CASE 2
18" RCP
(D-1250)
5.516m
0.15m
2.15m
CL
STREET
W= 0.91 m NMI
-�G
0.20m I -A
,_
d
H=1.00m
_ HGL25 ---
0.15m
jh
t
Ih-47 - • i _ a
0.20m -
15.85m
0.32m
Q25= 0.04 mr a
n,, = 0.060 m
\ (367.23 INV.)
EXIST. 81CR P
STA. 28+80
N.T.S
15.85m
--v
W= 0.91 mOWN 'j
1 �G'
0.20m
i
H=1.00m .- 0.15m
WSE=372.16
I
77-7
1:4
HGL 25 /...
-
WSE=371.58 � ••
0.20m
� STA 10+04.456
O�
371.926 INV.
(D-2000)
PER APWA STD PLAN
X35-1 CASE
STA 10+01.024
370.03 INV.
(368.70 INV.)
EXIST. 84 RCP
Q� = 0.05 m%s
(1.75 c!s)
V = 3.84 m/s
(12.59 fps)
STA. 31 +00
N.T.S
CL
STREET
CL
RCP
0.15m
SAFETY CAGE
PER CALTRANS STD D93B
PER APWA STD PLAN I
332-1 CASE 2
18" RCP
(D-1250)
E
0
a)
CL
RCP
0
0
0
0
0
5.516m
0.15m
IHGL
25
WSE=370.85 /.•�
15.85m
W=0.91 mNo
0.20m
I -
H=1.00m _ =
4 0.15m
I = _ WSE=371.26
�... q-
STA
0.20m
10+04.456
371.036 INV.
\18" RCP, L=4.026m
/ ( (D-2000)
PER APWA STD PLAN
335-1 CASE
1.296m
STA 10+00.992
369.15 INV. Q25= 0•05 m�8
(1.68 CfB)
V = 3.43 m/s
(11 7R fwal
JV.` �wry aro
RCP STA. 29+90
20.040m
W=0.91 m CY�
G'
0.20m -
H=1.00m
HGL25---a- A. am
d 0.15m
•
... d
h
: t
�.
e - 4
47 • : a
f 0.20m
0.68m
Q 25= 0.082 me/e
(2.89 cte)
Li = 0.010 m
(369.533 INV.)
EXIST. 81 RCP STA. 31+89e431p
N.T.S
CL
STREET
N.T.S
CL
STREET CL CL
RCP STREET
1.424m 115.85m
W= 0.91 m
d 0.20m
f •-
0.15m
-d EXIST.
bc
H=1.00m : _ TEMPORARY
• HGL 0 15m INLET
SAFETY CAGE 25
PER CALTRANS STD D93B
I i ... ...
PER APWA STD PLAN - : ht
0.353m
332-1 CASE 2 - - •
`, __ O4
18" RCP • - =b -:.s 0_.,20m , n T .-_ � o
(D-1250) � � o S
CD
C- m
moo -No o
I ® CuU
0.8
EXIST. 18" RCP LU
o
O 0)®g CD
Q25 = 0.28 incus 0) JE U
r ��
ht = 0.235 m
�1--
�C=ca�
(371.13 INV.) �
EXIST. 8 RCP STA. 34+ 10.058 � 29
=.
1
N.T.S
etric
U)
�E
U) d
FOR REDUCED PLANS ORIGINAL o 20 40 60 so 0 0
SCALE IS IN MILLIMETERS ' ' EA 317900
O N
C
uITY OF FONT" CALMRNU
`�
rn o
Q)CU
DRAWN BY STORE DRAIN PROFILE FOR SCALE: Q ,
ED BY AS SHOWN 1:
DESIGN
R.F.M. F00 80 ARD - ROUTE 66 Ld 0
CHECKED BY 2 +a0 34+11.64 DATE: of
E.M.R. XXXXX XXXX rn M
co co
JOB NO.APPROVE li j DR. NO. SHT. N0. 0 m
99089 CITY ENGINEER #51152 DATE 2918 25 OF 45 o
■■ ■� O QROFESS /0��`
reInc.
9
Civil Engineering •Planning •Surveying •Public Works ELIZER M. RUIZ tiZ
420 Exchange, Suite 100, Irvine, CA 92602-1301 - (714)665-4500 W No. 46158 m
a Exp. 12-31-2006 �
PREPARED UNDER THE SUPERVISION OF: CIVIL \P
_ lot 18 '0Z
ELIZER M. RUIZ R. .E. N0. 46158 DATE
'
,.
REFERENCE PLANS
ENGR S.
REVISIONS APPROVAL
DATE CITY
APPROVAL
DATE
etric
U)
�E
U) d
FOR REDUCED PLANS ORIGINAL o 20 40 60 so 0 0
SCALE IS IN MILLIMETERS ' ' EA 317900
O N
C
uITY OF FONT" CALMRNU
`�
rn o
Q)CU
DRAWN BY STORE DRAIN PROFILE FOR SCALE: Q ,
ED BY AS SHOWN 1:
DESIGN
R.F.M. F00 80 ARD - ROUTE 66 Ld 0
CHECKED BY 2 +a0 34+11.64 DATE: of
E.M.R. XXXXX XXXX rn M
co co
JOB NO.APPROVE li j DR. NO. SHT. N0. 0 m
99089 CITY ENGINEER #51152 DATE 2918 25 OF 45 o