drainage profiles - file950 drainage system no. 1 2 30" entrance taper 24" entrance taper...
TRANSCRIPT
950 1DRAINAGE SYSTEM No.
2
30" ENTRANCE TAPER
24" ENTRANCE TAPER
950
ROADWAY EXCAVATION
REMOVE HEADWALL
1"=10’ Vert
1"=10’ HorizSCALE:
GRATE TYPE 24-9
GO DI (H=4.0) W/ TRASH RACK
26.37’
LINE "A3"
LINE "A3"
30" ANCHOR ASSEMBLY
DRAINAGE PROFILES
DP-1
S=0.052
S=0.092
S=62.38
%
30" x 124.0’ APC
30" ELBOW
24" x 83.6’ AP DD
24" ANCHOR ASSEMBLY
24" ELBOW
24" x 53.9’ APC
DRAINAGE SYSTEM No.
1040
1030
1020
1010
1000
990
980
970
960
980
990
1000
1010
1020
970
960
980
990
1000
1010
1020
970
960
1000
1010
1020
1030
1040
980
990
970
960
53.83’ 49.92’
RSP (1/2 T, METHOD B)
RSP FABRIC (Cl 8)
55.70’R/W
FL 967.27
38.8’ Rt "A3" 103+83.79
FL 1001.62
44.3’ Lt "A3" 103+21.73
FL 1011.28
52.5’ Rt "A3" 103+95.57
FL 1000.084
25.4’ Lt "A3" 106+75.17
FL 1026.49
FL 1023.83
FL 1024.124
TG 1030.33
25.4’ Lt "A3" 106+75.17 18.5’ Rt "A3" 106+63.07"RWLOL" 404+40.10 =
18.5’ Rt "A3" 106+63.07
24.23’ Rt "A3" 106+63.73
87.54’
FL 972.00
R/W19.20’
38.8’ Rt "A3" 103+83.79
FL 1003.17
SEE STRUCTURE PLANS
8" PPP UD
RSP (1/2 T, METHOD B)
RSP FABRIC (Cl 8)
38" PPP UD
S=80.9
6%
a
d
b
a
c
E
OG
FG
f
g
h
i
j
k
38" PPP UD a
f
h
g
b
d
SEE STRUCTURE PLANS
8" PPP UD
a
e
FG
OG
j
i
c
k
l
38.8’ Rt "A3" 103+83.79
"RWLOL" 401+68.02 =
(TYPE GI)REMOVE INLET
HMA APRON W/DIKE
(H= 4’ - 8’)AND CABLE RAILINGHEADWALL W/TRASH RACK
24" x 54’ CSPREMOVE CULVERT
"A3" 106+63.06, PM 16.24 SKEW 77°
"A3" 103+50.62, PM 16.16 SKEW 55°
84.20’ Rt "A3" 106+36.36
8’
8’
W/LINER30" x 102’ CSPREMOVE CULVERT
30" x 55’ AP DD
86.75’ Rt "A3" 103+97.60
10
EYE (SEE DD-1)
REMOVE DD 24" x 80’
EYE (SEE DD-1)
15’
5’
3 REVISED PER ADDENDUM No. 3, DATED AUGUST 23, 2017
3
8"
16.2
SO
TE
RO
AN
GE
LE
S
MY
UN
G-
SU
K
SHI
N
GE
OR
GE
A.
AC
QU
AY
E
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:23
23-
AU
G-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME => s122642
DGN FILE => 0112000137ib001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0735 PROJECT NUMBER & PHASE 01120001371BORDER LAST REVISED 7/2/2010
DE
SIG
N
01 Men 162
Q:\
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PL
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S\0112000137i
b001.dgn
March 27, 2017
3-15-17
GEORGE A.ACQUAYE
53859
12-31-17
69
NO SCALE DD-2
DRAINAGE DETAILS
6" 6"
Min
6"
3"
Min
HMA (TYPE A)
TRENCH EXCAVATION & BACKFILL DETAIL
OUTSIDE SUBGRADE AREA
6"
MATERIAL
6" Min OVERLAP
FILTER FABRIC
20"
8"8" PPP UD
1.65’ - 2.20’
0.15’
3’
4’
6’
6’
.
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3’ (
Min)
4.55’2’
0.67’
ROCK LINED DITCH
#5 BARS 0.5’ ON CENTERS
#5 BARS 1.0’ ON CENTERS
3"X3"x1/4"
3"X3"x1/4"
#5 BARS 1.0’ ON CENTERS (Vert)
#5 BARS 0.5’ ON CENTERS (Horiz)
W5X16 POST WELDED TO TOP & Bot ANGLES (4 No.)
W5X16 POST
5.2’
1’
3’
EXTENDED ANGLE FRAME BOLTED TO HEADWALL SECURELY
EXTENDED ANGLE FRAME BOLTED TO HEADWALL SECURELY
3"X3"X�"
#5 BARS 1’ (Max) ON CENTERS
#5 BARS 0.5’ ON CENTERS
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0.75’
HEADWALL
PLAN
PLAN
CONNECTION DETAIL OF TRASH RACKELEVATION
MINOR CONCRETE
AND BACKFILL WITH
FOR Vert MEMBERS
BORE 1’ Dia HOLE
30"
30" Dia CMS DD pipe
UNLINED DITCH
D
FRONT ELEVATION
1’-6"
8"
�" CHAMFER
7�"7�"
9"
2’-0"
OMIT ROUNDING FOR PIPES
LESS THAN 48" DIAMETER
6’-8"
2’-6�
"
26’-0"
FG
SINGLE HEADWALL
HEADWALL DETAIL
TRASH RACK DETAIL
CABLE RAILING
1 e
3 a
2 f
VA
RIE
S
.
.
.
...
.
.
...
.
...
.
.
...
.
...
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...
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.
...
.
...
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.
.
Min Min
OD
MINOR CONCRETE(BACKFILL)
Var
ALTERNATIVE PIPE CULVERT
FG
PERMEABLECLASS I
DETAILS NOT SHOWNSEE STD PLAN B11-47 FOR CABLE RAILING
SINGLE HEADWALLSECTION
DETAIL FOR UNDERDRAIN
43.7’ Lt "A3" 103+22.3 TO 26.4’ Lt "A3" 109+52
FG
OG
14
SEE REVISED STD PLAN D89B FOR HEADWALL DETAILS NOT SHOWN
3 REVISED PER ADDENDUM No. 3, DATED AUGUST 23, 2017
3
3
16.2
SO
TE
RO
AN
GE
LE
S
MY
UN
G-
SU
K
SHI
N
GE
OR
GE
A.
AC
QU
AY
E
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:23
23-
AU
G-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME => s122642
DGN FILE => 0112000137ic002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0735 PROJECT NUMBER & PHASE 01120001371BORDER LAST REVISED 7/2/2010
DE
SIG
N
01 Men 162
Q:\
PR
OJ\01\0
B550\drafti
ng\
FI
NA
L
PL
AN
S\0112000137ic002.dgn
March 27, 2017
3-15-17
GEORGE A.ACQUAYE
53859
12-31-17
69
DQ-1
DRAINAGE QUANTITIES
DESIGNATION
RCP
THICKNESS
24" APC
30" APC
30" APDD
CSPGALVANIZED
-
SHEET COATED CSPGALVANIZED POLYMERIC
THICKNESS
0.109" (12 GAGE)
0.109" (12 GAGE)
0.109" (12 GAGE)
0.079" (14 GAGE)
0.079" (14 GAGE)
0.079" (14 GAGE)
POLYETHYLENE (TYPE S)HIGH DENSITY
SIZE
24"
30"
SIZE
24"
30"
30"
2. HIGH DENSITY POLYETHYLENE (HDPE): CAN NOT BE USED AS TAPERED INLET OR DOWNDRAIN
NOTES:
8" APDD 0.109" (12 GAGE) 0.079" (14 GAGE)--
12" APDD 0.109" (12 GAGE) 0.079" (14 GAGE)-12"
DRAINAGE QUANTITIES
STATIONDESCRIPTION
DR
AI
NA
GE
SY
ST
EM
No.
DR
AI
NA
GE
UNIT
DR
AI
NA
GE
SH
EE
T
No.
DR
AI
NA
GE
SY
ST
EM
No.
DR
AI
NA
GE
UNIT
RE
MO
VE
CU
LV
ER
T
RE
MO
VE
DO
WN
DR
AI
N
30"
AN
CH
OR
AS
SE
MB
LY
24"
30"
LF EA LF LF CY SQYD CY LF SQYDTON
1 3 49 98.7 1.1 14 8.2 1.6
DP-1
1
EA
1
RE
MO
VE
HE
AD
WA
LL
a1
c
d
e
LB
3
2 1.5
PIP
E
UN
DE
RD
RAI
N8" P
ER
FO
RA
TE
D
PL
AS
TIC
CY EA
30"
CULVERTTIVE PIPEALTERNA-
MA
RK
ER (C
UL
VE
RT)
UN
DE
RD
RAI
N
MA
RK
ER
RE
MO
VE I
NL
ET
24" E
LB
OW (
N)
30" E
LB
OW (
N)
RIS
ER (
N)
8" P
LA
STIC
PIP
E
(T
YP
E
E)
PL
AC
E
HM
A
DI
KE
2.053.9
1166
Misc IR
ON
AN
D
ST
EE
L
HE
AD
WA
LL
ST
RU
CT
UR
AL
CO
NC
RE
TE,
DR
AI
NA
GE I
NL
ET
ST
RU
CT
UR
AL
CO
NC
RE
TE,
(1/2
T,
ME
TH
OD
B)
RO
CK
SL
OP
E
PR
OT
EC
TI
ON
3 3 83.6
PIP
E
UN
DE
RD
RAI
N6" P
ER
FO
RA
TE
D
PL
AS
TIC
124
24"
1451
f
g
24"
AN
CH
OR
AS
SE
MB
LY
b
h
i
j
k
2 a
b
c
d
e
f
g
h
i
j
k
l
1
1
1
1
1
53.9
124
2
1
2
1
4
83.6
SHEET TOTAL 4
7.5
7.5
270
2.0
1.5
19
30 56
42.7
0.8
0.3
14 8.2 1.6
2
2
4
2
24" CSP
24" CSP
"A3" 106+63.06 a
b
c
d
e
f
g
h
i
j
k
l
a"A3" 103+50.62 1
b
c
d
e
f
g
h
i
j
k
GRADE INLET TO DRAIN
HEADWALL(H=4’-8")
30" CSP W/ GROUTED 24" PLASTIC LINER
CY
(BI
OFIL
TR
ATI
ON)
IM
PO
RT
ED
SOIL
SQYD
MA
TE
RI
AL
CL
AS
S 2
PE
RM
EA
BL
E
30
30
CA
BL
E
RAILI
NG
APC AND AP DD ALLOWABLE PIPE MATERIAL1. (N) = NOT A SEPARATE BID ITEM.
DI TYPE G1
24" GO DI GRATE TYPE 24-9 TRASH RACK
HMA APRON W/ DIKE
1 EYE EACH SIDE OF ELBOW
24" APC ELBOW
24"
1 EYE EACH SIDE OF ELBOW
30" APC ELBOW
36" TO 30" OD ENTRANCE TAPER
EA
24" E
NT
RA
NC
E
TA
PE
R
30" E
NT
RA
NC
E
TA
PE
R
1
1
1 1
(N)
HM
A (T
YP
E
A)
(Misc
AR
EA)
PL
AC
E
HM
A
RO
AD
WA
Y
EX
CA
VA
TI
ON
FA
BRIC (C
LA
SS 8)
RO
CK
SL
OP
E
PR
OT
EC
TI
ON
55
55
16
PM 16.16
PM 16.24
CY
MA
TE
RI
AL
CL
AS
S 2
PE
RM
EA
BL
E
DOWNDRAINTIVE PIPEALTERNA-
12"
(No. 2,
ME
TH
OD
B)
RO
CK
SL
OP
E
PR
OT
EC
TI
ON
CY
FIL
TE
R
FA
BRIC (
N)
6.2
6.2
3 REVISED PER ADDENDUM No. 3, DATED AUGUST 23, 2017
3
3W/ TRASH RACK L=14’
3
16.2
SO
TE
RO
AN
GE
LE
S
MY
UN
G-
SU
K
SHI
N
GE
OR
GE
A.
AC
QU
AY
E
x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TI
ON
No.
Exp.
CIVIL
RE
GI
ST
ER
E
DP
ROFESSIONAL
EN
GI
NE
ER
S
TATE
OF CALIFORN
IA
REGISTERED CIVIL ENGINEER
TI
ME
PL
OT
TE
D
=>
DA
TE
PL
OT
TE
D
=>
09:23
23-
AU
G-2017
CH
EC
KE
D
BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME => s122642
DGN FILE => 0112000137id001.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0735 PROJECT NUMBER & PHASE 01120001371BORDER LAST REVISED 7/2/2010
DE
SIG
N
01 Men 162
Q:\
PR
OJ\01\0
B550\drafti
ng\
FI
NA
L
PL
AN
S\0112000137i
d001.dgn
March 27, 2017
3-15-17
GEORGE A.ACQUAYE
53859
12-31-17
69
DQ-2
DRAINAGE QUANTITIES
DRAINAGE QUANTITIES
STATIONDESCRIPTION
DR
AI
NA
GE
SY
ST
EM
No.
DR
AI
NA
GE
UNIT
a
DR
AI
NA
GE
SH
EE
T
No.
DR
AI
NA
GE
SY
ST
EM
No.
DR
AI
NA
GE
UNIT
RE
MO
VE
CU
LV
ER
T
RE
MO
VE
DO
WN
DR
AI
N
30"
AN
CH
OR
AS
SE
MB
LY
24"
30"
LF EA LF CY SQYD LF SQYD TON CY
1 3 54 3.5
DP-2 3
a
b
c
d
1
EA
1
RE
MO
VE
HE
AD
WA
LL
a3
a
b
LB
1.7
2 3.2
12"
PIP
E
UN
DE
RD
RAI
N8" P
ER
FO
RA
TE
D
PL
AS
TIC
LF CY EA
30"
CULVERTTIVE PIPEALTERNA-
MA
RK
ER (C
UL
VE
RT)
UN
DE
RD
RAI
N
MA
RK
ER
RE
MO
VE I
NL
ET
24" E
LB
OW (
N)
30" E
LB
OW (
N)
(T
YP
E
E)
PL
AC
E
HM
A
DI
KE
2.053.9
263
Misc IR
ON
AN
D
ST
EE
L
HE
AD
WA
LL
ST
RU
CT
UR
AL
CO
NC
RE
TE,
DR
AI
NA
GE I
NL
ET
ST
RU
CT
UR
AL
CO
NC
RE
TE,
(1/2
T,
ME
TH
OD
B)
RO
CK
SL
OP
E
PR
OT
EC
TI
ON
1 5 83.6
125
124
24"
1714
"A3" 106+90.69 to 109+52.24
c
d
4
"A3" 102+95.30
24"
AN
CH
OR
AS
SE
MB
LY
b
DP-3 4
b
TOTAL
SHEET TOTAL
4
4
FROM DQ-1
125 263 1.7
1 3 49 98.7 1.1 1.61 1 2 1.52.053.9 3 3 83.6124 14514 4
4 125 4
e
f
e
f
BIORETENTION
MA
TE
RI
AL
CL
AS
S 2
PE
RM
EA
BL
E
0.5
SQYD
538
"A3" 101+45
"A3" 101+42 to 103+0019084
(BI
OFIL
TR
ATI
ON)
IM
PO
RT
ED
SOIL
50
1.4
"A3" 102+95.30
"A3" 101+54.63
190 1.9 50
30
50
CA
BL
E
RAILI
NG
30
c
d
e
f
c
d
e
f
g
h
i
j
g
h
i
j
HMA APRONG2 DI, GRATE TYPE 24-9,
EA EA
30" E
NT
RA
NC
E
TA
PE
R
24" E
NT
RA
NC
E
TA
PE
R
HM
A (T
YP
E
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AR
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PL
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RO
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RO
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191.1
RSP1
RISER
RSP2
RISER
RISER "A3" 109+52.24
"A3" 109+00.93
"A3" 109+00.93
"A3" 108+00.00
"A3" 107+94.36
"A3" 107+94.63
"A3" 105+00.00
"A3" 104+96.85
"A3" 104+96.85
55
55
120
5
65
5
36
5
10
55
10
104
11
6
20
75
75
141
141 727
727
31
56
102
16.4
8.2
8.2
8.2
17
CONNECT TO RSP1
CONNECT TO RSP2
CONNECT TO RSP3
RSP3
AC OSD
4
FIL
TE
R
FA
BRIC (
N)
CY
9.3
9.3
9.3
MA
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AL
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PE
RM
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BL
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84
84
14
14
14.2
112.9
14.25
5
(No. 2,
ME
TH
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B)
RO
CK
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OP
E
PR
OT
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TI
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632.8
868.8
868.8
1 1
1125.2
25.2
25.2
DOWNDRAINTIVE PIPEALTERNA-
2
2 REVISED PER ADDENDUM No. 2, DATED AUGUST 17, 2017
7
7
1
1
1
2
2
2
3 REVISED PER ADDENDUM No. 3, DATED AUGUST 23, 2017
3
6.2
6.2
16.2
SO
TE
RO
AN
GE
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S
MY
UN
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SU
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N
GE
OR
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A.
AC
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x
x
x
x
x
Dist COUNTY ROUTEPOST MILES
TOTAL PROJECT
SHEET
No.
TOTAL
SHEETS
LA
ST
RE
VISI
ON
ST
AT
E
OF
CA
LIF
OR
NI
A -
DE
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OR
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No.
Exp.
CIVIL
RE
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DP
ROFESSIONAL
EN
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NE
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S
TATE
OF CALIFORN
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REGISTERED CIVIL ENGINEER
TI
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DA
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PL
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=>
09:24
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CH
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BY
DE
SI
GN
ED
BY
CA
LC
UL
AT
ED-
RE
VIS
ED
BY
DA
TE
RE
VIS
ED
PLANS APPROVAL DATE
DATE
FU
NC
TI
ON
AL
SU
PE
RVIS
OR
R
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
R
00-00-00
USERNAME => s122642
DGN FILE => 0112000137id002.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3UNIT 0735 PROJECT NUMBER & PHASE 01120001371BORDER LAST REVISED 7/2/2010
DE
SIG
N
01 Men 162
Q:\
PR
OJ\01\0
B550\drafti
ng\
FI
NA
L
PL
AN
S\0112000137i
d002.dgn
March 27, 2017
3-15-17
GEORGE A.ACQUAYE
53859
12-31-17
69