HomeMy WebLinkAboutPA2023-0076_20230403_Project Plans_36x24
Attachment 3
Plans
(Site Plan, Floor Plans, Cross Sections,
Elevations, Roof Plan, Demolition Plans,
Preliminary Grading/Drainage, and Floor
Area Exhibit)
EXIST OC SAN PS
PROPERY BOUNDARY
PRIVATE PROPERTY
GENERATOR
ROOM
OC SA
N
P
R
O
P
E
R
T
Y
PRIVAT
E
P
R
O
P
E
R
T
Y
24'
2.0'
18
'
24'
4.8'
-
E1001
TRANSFORMER
-
E1001
SWITCHBOARD AND
HRG PANELS DETAIL
2
A4006
SWING GATE DETAIL
2
C3006
SCREEN WALL PROFILE
-
A1005
-
A1007
ODOR CONTROL
AREA
-
S1006
-
C5002
ROLL CURB -
TYPE E
1
A4006
ROLL GATE
DETAIL
STREET LIGHT
DETAIL
-
C5003
-
M1101
PROPOSED OC SAN PS
PROPERY BOUNDARY
B
S3007
RAISED CONCRETE
PLATFORM
B
S3007
RAISED CONCRETE
PLATFORM WITH HANDRAIL
ACCESS HATCH -
S1004
8
C3007
PLANTING PLAN -
L1001
7
C3007
RETAINING WALL
PROFILE
-
A6002
PEDESTRIAN GATE
ODOR CONTROL
AREA
36" MH
COVERS
(TYP.)
EAST
C
O
A
S
T
H
I
G
H
W
A
Y
PLANTING PLAN-
L1001
24" MH COVERS
(TYP.)
CAL
T
R
A
N
S
PRI
V
A
T
E
P
R
O
P
E
R
T
Y
CALTRANS
PRIVATE PROPERTY
6.0'
ELECTRICAL, GENERATOR
ROOMS & PUMP STATION
36.0' ROLL
C
U
R
B
-
M1001
ELECTRICAL ROOM
1
C3006
SCREEN WALL
PROFILE
3
C3006
SCREEN WALL PROFILE
4
C3006
SCREEN WALL
PROFILE
SCREEN WALL
PROFILE
5
C3006
SCREEN WALL
PROFILE
6
C3007
RETAINING
WALL PROFILE
6.0'
TRANS
6.0'
TRANS
ROLL CURB -
TYPE E
-
C5002
20.0' ROLL CUR
B
9.0'
5.9
'
3
A4006
SWING GATE
DETAIL
-
S1009
ACCESS ROAD - BY OTHERS
-
S1004
5.0' TYP
.
4.0
'
T
Y
P
.
1.0'
5.0
'
T
Y
P
.
8.0
'
4.0
'
2.0
'
T
Y
P
.
5.0' TYP
.
7.5'
6.6'
BOLLARDS (TYP.) -
SEE SHEET C1003.
1
2 3
4 5 6 7 8
9 10
11
1213
14
15
16
17
18
192021
22
23
24
25
26
27
2829
30
31
32
33
34
35
3637
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
POINT TABLE
POINT #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
DESCRIPTION
FLOW LINE, MATCH EXIST
GUTTER FLOW LINE
GUTTER FLOW LINE
GUTTER FLOW LINE
GUTTER FLOW LINE
GUTTER FLOW LINE
GUTTER FLOW LINE
GUTTER FLOW LINE
GUTTER FLOW LINE
FLOW LINE, MATCH EXIST
BACK OF SIDEWALK
BACK OF SIDEWALK
BACK OF SIDEWALK
BACK OF SIDEWALK
BACK OF SIDEWALK
VEHICLE GATE
BLOCK WALL CORNER
VEHICLE GATE
BLOCK WALL CORNER
PEDESTRIAN GATE
PEDESTRIAN GATE
NORTHING
2171930.97
2171929.25
2171927.51
2171921.09
2171920.88
2171920.06
2171919.75
2171918.80
2171916.56
2171914.79
2171933.29
2171935.54
2171936.30
2171939.26
2171941.53
2171945.88
2171943.99
2171949.64
2171942.97
2171943.96
2171944.11
EASTING
6058692.03
6058700.03
6058705.79
6058741.22
6058747.26
6058754.16
6058758.10
6058762.05
6058782.12
6058794.05
6058780.61
6058777.94
6058774.98
6058740.59
6058738.91
6058739.58
6058714.95
6058715.79
6058783.47
6058778.56
6058775.55
ELEVATION
13.17
12.98
12.82
12.25
12.06
11.84
11.78
12.00
12.37
12.46
13.52
13.50
13.50
13.65
13.75
14.00
13.70
13.75
13.71
13.95
13.95
POINT TABLE
POINT #
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
DESCRIPTION
OUTSIDE BUILDING CORNER
OUTSIDE BUILDING CORNER
OUTSIDE BUILDING CORNER
OUTSIDE BUILDING CORNER
OUTSIDE BUILDING CORNER
OUTSIDE BUILDING CORNER
CENTER OF BOLLARD
CENTER OF BOLLARD
CENTER OF BOLLARD
CENTER OF BOLLARD
TOP OF PUMP STATION SLAB
TOP OF PUMP STATION SLAB
TOP OF PUMP STATION SLAB
CENTER OF BYPASS LID
CENTER OF MANHOLE LID
VEHICLE GATE
VEHICLE GATE
PROPERTY CORNER SW
PROPERTY CORNER NW
PROPERTY CORNER NE
PROPERTY CORNER SE
NORTHING
2172016.84
2172034.98
2172004.97
2171973.86
2171985.61
2172016.72
2171984.14
2171971.45
2171977.42
2172003.66
2171997.90
2171951.89
2171970.70
2171976.82
2171960.39
2171987.95
2171970.46
2171966.22
2172043.78
2172003.05
2171933.74
EASTING
6058633.37
6058637.76
6058679.78
6058672.26
6058623.66
6058631.18
6058621.24
6058673.73
6058680.32
6058686.66
6058708.93
6058697.81
6058620.06
6058619.14
6058689.27
6058616.22
6058611.96
6058610.93
6058629.79
6058798.24
6058781.40
ELEVATION
12.85
13.15
13.50
13.50
11.80
12.80
11.76
13.46
13.39
13.39
13.25
13.25
11.50
11.60
13.35
11.80
11.60
11.70
11.14
13.50
13.54
POINT TABLE
POINT #
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
DESCRIPTION
OUTSIDE BUILDING CORNER
OUTSIDE BUILDING CORNER
OUTSIDE BUILDING CORNER
OUTSIDE BUILDING CORNER
CENTER OF BOLLARD
TOP OF RAMP
TOP OF RAMP
BOTTOM OF RAMP
BOTTOM OF RAMP
TRANSFORMER PAD
TRANSFORMER PAD
TRANSFORMER PAD
TRANSFORMER PAD
VEHICLE GATE
VEHICLE GATE
SWITCHBOARD PAD
SWITCHBOARD PAD
SWITCHBOARD PAD
SWITCHBOARD PAD
OUTSIDE BUILDING CORNER
OUTSIDE BUILDING CORNER
NORTHING
2171958.73
2171967.98
2172012.25
2172002.80
2171964.16
2171970.57
2171982.23
2171983.53
2171971.87
2172006.53
2172014.31
2172015.72
2172007.95
2172020.75
2172026.40
2172026.54
2172020.06
2172023.23
2172029.71
2172026.52
2172008.37
EASTING
6058787.06
6058748.82
6058759.53
6058797.71
6058747.74
6058749.45
6058752.27
6058746.91
6058744.09
6058733.86
6058735.74
6058729.91
6058728.03
6058724.35
6058701.02
6058697.58
6058696.01
6058682.89
6058684.46
6058672.75
6058668.36
ELEVATION
13.50
13.50
13.50
13.50
13.42
13.96
13.96
13.42
13.42
14.00
14.00
14.00
14.00
13.50
13.25
15.50
15.50
15.50
15.50
13.67
13.67
C1002
17
SITE PLAN
ALAN PROCTOR
PRAVEEN YERRA
JESUS LOPEZ
10'20'0'10'
SCALE: 1" = 10'
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
\
U
s
e
r
s
\
a
l
a
n
.
p
r
o
c
t
o
r
\
A
C
C
D
o
c
s
\
A
r
c
a
d
i
s
\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
C
S
D
–
5
-
6
7
B
a
y
B
r
i
d
g
e
P
u
m
p
S
t
a
t
i
o
n
\
D
S
3
\
A
u
t
o
C
A
D
\
S
H
E
E
T
S
\
C
I
V
I
L
\
5
-
6
7
-
C
1
0
0
2
.
d
w
g
DA
T
E
:
J
a
n
1
7
,
2
0
2
3
6
:
2
1
p
m
U
S
E
R
:
A
l
a
n
.
P
r
o
c
t
o
r
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
TWO WORKING DAYS BEFORE YOU DIG
Call:811
LEGEND
AC PAVEMENT
BASIS OF COORDINATES:
THE COORDINATES SHOWN HEREON ARE
BASED ON CALIFORNIA COORDINATE
SYSTEM (OCS 83),ZONE VI, (2007.00 EPOCH
OCS GPS ADJUSTMENT).
BASIS OF ELEVATIONS: NAVD88
CONCRETE
PUMP STATION
UNDERGROUND
STRUCTURE AND
ELECTRICAL ROOM
LANDSCAPING
PB
PBPB
PB
CONC.
PCH
CONC.
CB DWY
24W(
D
)
24W(
D
)
24W(
B
)
24W(
B
)
24W(B
)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(D)24W(D)
21
S
E
W
(
C
)
21
S
E
W
(
C
)
24SD(C)
24SD(C)
24SD(C)
24SD(C)
24SD(C)
24SD(C)
18
S
D
(
C
)
18
S
D
(
C
)
18
S
D
(
C
)
30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)
18
S
D
(
C
)
18
S
D
(
C
)
CB
CB
30W
(
D
)
30W
(
D
)
30W
(
D
)
30W
(
D
)
30W
(
D
)
30W
(
D
)
30W(
D
)
30W
(
D
)
30W
(
D
)
30W
(
D
)
30W
(
D
)
ST(B)
ST(B)
ST(B
)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)ST(B)
ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)
J
J
CTV
(
B
)
CTV
(
B
)
CTV(
B
)
CTV(
B
)
CTV(B
)
CTV(B
)
CTV(B
)
CTV(B)
CTV(B)
CTV(
B
)
CTV(
B
)
CT
V
(
B
)
CT
V
(
B
)
CTV(
B
)
CTV(B)
CTV(B)
CTV(B)
CTV(B)CTV(B)CTV(B)
CTV
(
B
)
CTV
(
B
)
CTV(B)CTV(B)CTV(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)
D
S
ELECTRICAL ROOM
FF=15.50
ODOR CONTROL AREA
FF=14.00
1211
11
1
4
13
12
1
3
15
13
16
17
GENERATOR ROOM
FF=14.17
OC SA
N
PRIVAT
E
CALTRANS
CAL
T
R
A
N
S
PRIV
A
T
E
P
R
O
P
E
R
T
Y
PRIVATE
EXIST OC SAN PS
PROPERY BOUNDARY
PRIVATE PROPERTY
PAD=15.50
FS=11.80
FS=13.75
INV=8.00
FS=13.50
FS=13.50
FS=13.50±
MATCH EX.
FS=13.25±
MATCH EX.
FG=11.65
TW=16.95
MATCH EX.
FG=16.65
PAD=14.00
FS=12.45
FS=12.85
G.
B
.
FL=12.82
FL=12.98
FL=12.06
FL=12.14
FS=14.00
FS=12.00
FS=11.80
FS=11.50
EX. 18" RCP
INV(S)=8.03
INV(E)=8.53
FS=13.50
FS=13.40
FS=13.50
FS=13.55
FL=13.15
FL=13.05
FS=13.00
FS=13.60
FS=13.15
FS=12.85
FL=12.46
MATCH EX.
FS=13.50
FS=13.30
FS=13.25
FS=13.25
FG=15.00
FS=11.70
PROTECT EXISTING
CATCH BASIN IN PLACE
INV=8.00
FS=14.13
FS=13.55
FS=13.35
FS=12.60
FS=12.30
FL=13.30
2%
1%
2%
FS=13.15
INV(E)=10.50
INV(S)=9.00
INV=10.89±
MATCH EX.
INV=8.00
FS=13.50
FG=14.00
FS=12.00
1%
FS=13.67
FS=13.67
FS=13.67
FL=13.24
MATCH EX.
STORM DRAIN C
PROFILE
6"HDPE (SD)
6"HDPE (SD)
8"HDPE (SD)
5
C5001
5
C3004
STORM DRAIN D
PROFILE6"HDPE (SD)
1/2"CU (POTW)
8"HDPE (SD)
3
C3004
STORM DRAIN B
PROFILE
FL=11.78
8"HDPE (SD)
8"HDPE (SD)
STORM DRAIN E
PROFILE
6"HDPE (SD)
FS=13.96
2
C3003
STORM DRAIN A
PROFILE
2
C3003
STORM DRAIN A
PROFILE
STORM DRAIN A
PROFILE
1
C3003
4
C3004
18"RCP (SD)
14
17 1
2
3
4
3
7
4
18
9
10
5
12
13
16
11
7
19
20
20
21
5
21
21
21
21
1
17
3
7
16
2
9
10
8
16
2
15
16
18
6
FS=13.95
6"HDPE (SD)6
C3004
6"HDPE (SD)
FS=13.20
FS=11.60
ACCESS ROAD - BY OTHERS
MH-1
N:2172041.06
E:6058631.44
RIM=13.15
INV IN=10.52
INV OUT=10.42
10 CB-1
N:2172025.01
E:6058699.66
RIM=13.20
INV OUT=11.15
FS=13.15
CB-5
N:2171970.24
E:6058615.60
RIM=11.40
INV=9.00
10
CB-2
N:2171966.44
E:6058613.04
RIM=11.50
INV IN=9.73
INV OUT=9.63
13CB-3
N:2171942.25
E:6058705.02
RIM=13.50±
INV(W)=8.78
INV(S)=8.68
CB-6
N:2171952.08
E:6058766.92
RIM=13.25
INV 6-IN(NW)=5.77
INV 6-IN(SW)=6.96
INV 6-IN(N)=7.80
INV 8-IN(S)=2.50
CB-4
N:2172001.70
E:6058721.68
RIM=12.90
INV=8.50
MH-2
N:2171963.84
E:6058740.37
INV (W)=7.50
INV (N)=7.08
INV (E)=6.50
3
C1006
-
M3008
22
22
22
22
22
22
3
C3004
STORM DRAIN B
PROFILE22
FL=13.17
FL=13.12
FL=12.22
FL=11.42
FS=15.46
FS=15.46
23 TYP.
23 TYP.
FS=13.25
C1003
18
GRADING AND DRAINAGE PLAN
ALAN PROCTOR
PRAVEEN YERRA
JESUS LOPEZ
10'20'0'10'
SCALE: 1" = 10'
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
\
U
s
e
r
s
\
a
l
a
n
.
p
r
o
c
t
o
r
\
A
C
C
D
o
c
s
\
A
r
c
a
d
i
s
\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
C
S
D
–
5
-
6
7
B
a
y
B
r
i
d
g
e
P
u
m
p
S
t
a
t
i
o
n
\
D
S
3
\
A
u
t
o
C
A
D
\
S
H
E
E
T
S
\
C
I
V
I
L
\
5
-
6
7
-
C
1
0
0
3
.
d
w
g
DA
T
E
:
J
a
n
1
7
,
2
0
2
3
6
:
1
8
p
m
U
S
E
R
:
A
l
a
n
.
P
r
o
c
t
o
r
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
TWO WORKING DAYS BEFORE YOU DIG
Call:811
CONSTRUCTION NOTES:
1 CONSTRUCT 6" AC ON 12" AB ON 95% MAX DENSITY COMPACTED
SUBGRADE (PENDING FINAL GEOTECH REPORT).
2 REMOVE AND REPLACE EXISTING SIDEWALK IN KIND ANY
PORTIONS THAT ARE DAMAGED OR REMOVED DURING
CONSTRUCTION. REPLACE SIDEWALK TO THE NEAREST FULL
SECTION, PER CALTRANS STANDARD PLANS AND SPECIFICATIONS.
3 CONSTRUCT 9" PCCP ON 12" AB ON 95% MAX DENSITY COMPACTED
SUBGRADE (PENDING FINAL GEOTECH REPORT).
4 CONSTRUCT PCC GUTTER PER CONB STD. DET. 140 MODIFIED
AS SHOWN ON DETAIL 2 ON SHEET C5005.
5 CONNECT TO BUILDING FLOOR DRAIN SEE SHEET M1101 FOR
CONTINUATION.
6 18" RCP (D2000) STORM DRAIN, PLAN AND PROFILE ON DWG C1006.
7 FURNISH AND INSTALL 6" STORM DRAIN CLEAN OUT PER OC SAN
STD. DWG S-073 AND S-015.
8 CONSTRUCT CONCRETE COLLAR, REFER TO SPPWC
STANDARD PLAN 380-4.
9 FURNISH AND INSTALL 24" DRAIN BASIN (NYLOPLAST PART # 2812AG
OR EQUAL) WITH H-20 RATED SOLID COVER, FLUSH WITH PAVEMENT
GRADES.
10 FURNISH AND INSTALL 12" DRAIN BASIN (NYLOPLAST PART # 2812AG
OR EQUAL) WITH H-20 RATED STANDARD GRATE INLET.
11 18" RCP STORM DRAIN, PROFILE ON DWG C3003.
12 CONSTRUCT STORM DRAIN MANHOLE JUNCTION STRUCTURE
WITH H-20 RATED SOLID COVER.
13 FURNISH AND INSTALL DRAINAGE STRUCTURE WITH
STANDARD INLET TYPE G1 PER CALTRANS STD. DET. D73.
14 CONSTRUCT 2' WIDE BY 18" HEIGHT RECTANGULAR WALL
OPENING WITH TRASH RACK METAL GRATE.
15 FURNISH AND INSTALL DUCTILE IRON HEEL PROOF, 600 PSI RATED
GRATE INLET WIDTH 6.1 INCH.
16 CONTRACTOR SHALL REMOVE INTERFERING PORTIONS OF
EXISTING SIDEWALK, CURB AND GUTTER AND DRIVEWAY. MATCH
EXISTING ELEVATIONS TO MAINTAIN DRAINAGE. CONSTRUCT ROLL
CURB AND GUTTER TYPE E PER CALTRANS STD. DET A87A, SEE
DETAIL ON SHEET C5002.
17 UNDERGROUND CONCRETE STRUCTURE, SEE STRUCTURAL
SHEET S1004 FOR CONCRETE ROOF SLAB PLANS.
18 CONSTRUCT CONCRETE PAD, SEE STRUCTURAL PLANS.
19 CONSTRUCT 8"X8" WALL OPENING AT BASE OF WALL.
20 CONSTRUCT RETAINING WALL, SEE STRUCTURAL PLANS.
21 CONSTRUCT SCREEN WALL, SEE ARCHITECTURAL
AND STRUCTURAL PLANS.
22 FURNISH AND INSTALL HDPE PIPE (SSPWC 207-18, MIN. PS-50),
LENGTH, SIZE, AND SLOPE AS NOTED ON PLAN AND PROFILE.
23 CONSTRUCT BOLLARDS PER OC SAN STD. DET. S-120 AND
S-121. SEE SHEET C1002 FOR BOLLARD LAYOUT AND SPACING.
NOTES:
·GROUND SURFACE ELEVATIONS AND COORDINATES ARE PROVIDED
FOR CONTRACTOR'S REFERENCE ONLY, AND REPRESENT THE
DESIGN INTENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LAY
OUT THE SITE SO THAT A SMOOTH AND CONTINUOUS GROUND
SURFACE WITH ADEQUATE DRAINAGE IS PROVIDED.
CONC.
PCH
CB DWY
24W(B
)
24W(B
)
24W(B)
24W(B
)
24W(B
)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)
24W(B)24W(B)
24W(D)
21
S
E
W
(
C
)
42SEW(C)42SEW(C)42SEW(C)42SEW(C
42SEW(C)42SEW(C)42SEW(C)42SEW(C)
42SEW(C)42SEW(C)42SEW(C)42SEW(C)
24SD(C)
24SD(C)
24SD(C)
24SD(C)
24SD(C)
18
S
D
(
C
)
18SD(C)18SD(C)
18
S
D
(
C
)
18
S
D
(
C
)
18
S
D
(
C
)
18
S
D
(
C
)
)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)30SD(C)
18
S
D
(
C
)
SS F M (D)
24SSFM(
D
)
24SSFM(D
)
24SSFM(D
)
24SSFM(
D
)
24SSFM(
D
)
24SSFM(D
)
24SSFM(D
)
24SSFM(
D
)
24SSFM(
D
)
24SSFM(D
)
24SSFM(D
)
24SSFM(
D
)
24SSFM(D
)
24SSFM(
D
)
24SSFM(
D
)
24SSFM(D
)
24SSFM(D
)
24SSFM(
D
)
24SSFM(
D
)
24SSFM(D
)
24SSFM(D
)
24SSFM(
D
)
24SSFM(
D
)
24SSFM(D
)
24SSFM(D)
7SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)
SFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)27SSFM(D)
W(
B
)
W(
B
)
W(
B
)
W(
B
)
W(
B
)
W(B)
W(
B
)
CO
CO
B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)
ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)ST(B)
E
(
B
)
E(
B
)
E(
B
)
E
(
B
)
E(B
)
E(B)
E(B)E(B)
W(
B
)
W(
B
)
W(
B
)
W(
B
)
W(
B
)
W(
B
)
T
(
B
)
T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)T(B)
T(
B
)
T(
B
)
T(B
)
T(B)
T(
B
)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)T(B)T(B)T(B)T(B)T(B)
T(
B
)
T
(
B
)
T
(
B
)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)
T(B)T(B)T(B)T(B)T(B)
T(
B
)
T
(
B
)
T
(
B
)
)
CTV(
B
)
CTV(
B
)
CTV(B
)
CTV(
B
)
CTV(B
)
CTV(
B
)
CTV(B)
CTV(B)
CTV(
B
)
CTV(
B
)
CTV(
B
)
CT
V
(
B
)
CT
V
(
B
)
CT
V
(
B
)
CTV(
B
)
CTV(B)
CTV(B)
CTV(B)
CTV(B)CTV(B)CTV(B)CTV(B)CTV
(
B
)
CTV
(
B
)
CTV(B
)
CTV(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)
TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)TS(B)
E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)E(D)
D
(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)T(D)
T(D
)
CAB
S
S
S
42
S
E
W
(
C
)
42
S
E
W
(
C
)
42
S
E
W
(
C
)
42
S
E
W
(
C
)
42
S
E
W
(
C
)
CHAINLINK
FENCE
12
12
CONC
CONC
DIRT
DIRT
EXISTING PUMP
STATION
DISCHARGE
VALVE VAULT
METER VAULT
OC SAN
CALTRANS
ASPALT
ASPALT
CONC
CONC
CONC
BACK OF
WALK
CURB AND
GUTTER
12
1
2
BLOCK
WALL AND
FOOTING
PUMP STATION
WEST WALL
OC SAN PROP
OC SAN PROPOC SAN
PROPERTY
OPEN SPACE
CONC
DISCHARGE PIPING
42" VCP INLET
SEWER
EXIST PUMP (TYP)
ASPALT
12.7
SIDEWALK
1
13.1
TANK
TANK
BLOCK
WALL AND
FOOTING
BLOCK
WALL AND
FOOTING
1
BLOCK
WALL AND
FOOTING
1
ASPALT
ASHPALT
3
3
1
EXISTING OC SAN
PROPERTY BOUNDARY
2
2
2
2
2
2
1 FENCE
TO PROP BNDY
1
5
47
1
49
48
1
2
VEGETATION
1
1 CONDUITS
NOTE 3
RIGHT-OF-WAY
BOUNDARY
2 FORCE MAINS
2 JUNCTION BOX
5
47
47
4846
1
1
CHAINLINK FENCE
TO PROP BNDY
1
LIGHT POLE AND
CONDUITS
1
OC SAN PROPERTY
BOUNDARYOC SAN PROPERTY
BOUNDARY OC SAN PROPERTY
BOUNDARY
CHAINLINK
FENCE
1
PRIVAT
E
OC SA
N
PR
I
V
A
T
E
OC
S
A
N
OC
S
A
N
PR
I
V
A
T
E
OC S
A
N
CALT
R
A
N
S
OC SAN
CALTRANS
DIRT
1
18" RCP SD
LIGHT POLE AND
CONDUITS
1
LIGHT POLE AND
CONDUITS
1
3
ALL TANK(S)
APPURTENANCES
TANK
NEW TANK
LOCATION
(TYP)
SEE
NOTE 4
FORCE MAINS
SEE NOTE 6
4
1 GATE
CONDUIT
NOTE 5
3
TANK
TANK
2
2
2
1 GATE
ELEC
2 DRIVEWAY
D1001
9
PUMP STATION
SITE DEMOLITION
ALAN PROCTOR
PRAVEEN YERRA
JESUS LOPEZ
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
\
U
s
e
r
s
\
a
l
a
n
.
p
r
o
c
t
o
r
\
A
C
C
D
o
c
s
\
A
r
c
a
d
i
s
\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
C
S
D
–
5
-
6
7
B
a
y
B
r
i
d
g
e
P
u
m
p
S
t
a
t
i
o
n
\
D
S
3
\
A
u
t
o
C
A
D
\
S
H
E
E
T
S
\
C
I
V
I
L
\
5
-
6
7
-
D
1
0
0
1
.
d
w
g
DA
T
E
:
J
a
n
1
2
,
2
0
2
3
1
0
:
1
9
a
m
U
S
E
R
:
A
l
a
n
.
P
r
o
c
t
o
r
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
Underground Service Alert
TWO WORKING DAYS BEFORE YOU DIG
Call:811
ENLARGED PLAN 1
C5105SCALE: 1/8"=1'-0"
CONSTRUCTION NOTES:
8'16'0'8'
SCALE: 1" = 8'
46 JOIN TO EXISTING STORM DRAIN. REMOVE AND DISPOSE OF
INTERFERING PORTIONS.
47 CONSTRUCT TEMPORARY 18" RCP (D2000).
48 CONSTRUCT CONCRETE COLLAR PER SSPWC STD PLAN 380-4.
49 CONSTRUCT TEMP SD INLET PER CALTRANS STD DETAIL D73B TYPE G1.
1 REMOVE AND DISPOSE OF
2 PROTECT IN PLACE TEMPORARILY, SEE SEQUENCE OF WORK IN
SPECIFICATION 01120 WORK SEQUENCE.
3 RELOCATE
4 PLUG END OF PIPE AND ABANDON FORCE MAINS IN PLACE
5 PROTECT IN PLACE
NOTES:
1.COORDINATE WITH OC SAN FOR RELOCATION OF TANKS, PIPING, AND
APPURTENANCES. RELOCATE AND RECONNECT PIPING TO EXISTING PS.
REMOVE AND DISPOSE OF CHEMICAL TANKS, PIPING AND
APPURTENANCES AFTER NEW PS IS IN OPERATION. CONTACT THE OC
SAN PS MAINTENANCE SUPERVISOR AND THE ENGINEER FOR WORK
COORDINATION (OC SAN MAIN NUMBER 714-962-2411, CONTROL
CENTER NUMBER 714-593-7025).
2.EXISTING PUMP STATION IS OPERATIONAL. ALLOW OC SAN PERSONNEL
ACCESS TO PUMP STATION AT ALL TIMES.
3.AT&T OWNS THE PULLBOX AND CONDUITS THAT ARE SHOWN ON THE
DRAWING. THESE FACILITIES ARE INACTIVE (EMPTY CONDUITS). REMOVE
THE CONDUITS (2-4" PVC) THAT INTERFERE WITH CONSTRUCTION OF THE
SHAFT. REPLACE CONDUITS WITH MATCHING DIAMETER AND SCHEDULE
40 PVC CONDUITS THAT ARE UL LISTED. SEE DWG C4001 FOR
APPROXIMATE LIMITS.
4.THE EXISTING STORM DRAIN IS TO REMAIN ACTIVE UNTIL CONSTRUCTION
OF NEW MANHOLE. CONSTRUCT THE NEW STORM DRAIN PER DRAWING
C1003 BEFORE NEW MANHOLE TO MAINTAIN AREA DRAINAGE.
5.THE COMMUNICATION SERVICE (4" PVC) TO THE EXISTING PUMP STATION
INTERFERES WITH CONSTRUCTION OF THE SHAFT. REPLACE CONDUIT
AND WIRES/CABLES WITH MATCHING TYPE, DIAMETER, AND SCHEDULE
40 PVC CONDUITS THAT ARE UL LISTED. SEE DWG C4001 FOR
APPROXIMATE LIMITS.
6.EXISTING FORCE MAINS ARE TO BE PLUGGED AND ABANDONED IN
PLACE ONLY AFTER THE NEW PUMP STATION AND THE NEW FORCE
MAINS ARE IN OPERATION. ABANDON FORCE MAINS PER SPECIFICATION
02278. ONSITE PORTIONS OF EXISTING FORCE MAINS ARE TO BE
REMOVED AND DISPOSED OF.
DEMOLITION NOTES:
GENERAL DEMOLITION NOTES:
1.THE PLAN IS BASED ON CONTRACT 5-33 "CONSTRUCTION PLANS FOR IMPROVEMENTS TO: BAY
BRIDGE PUMP STATION" AS BUILTS APPROVED ON 1995-03-15. CONTRACTOR TO FIELD VERIFY
DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS.
2.CONTRACTOR TO COORDINATE WORK IN ACCORDANCE WITH SPECIFICATION SECTIONS 02050
AND 02278.
3.BLIND FLANGE AND CAP ALL EXISTING EXTERIOR PIPE PENETRATIONS UNLESS OTHERWISE
SHOWN.
4.ALL PIPING, DUCTWORK, GRATING, STAIRS, RAILING, EQUIPMENT, ELECTRICAL, AND OTHER
NON-CONCRETE ITEMS INSIDE OF PUMP STATION AND ABOVE GRADE SHALL BE DEMOLISHED.
5.NOT ALL PIPING, DUCTWORK, GRATING, STAIRS, RAILING, EQUIPMENT, ELECTRICAL, AND OTHER
NON-CONCRETE ITEMS HAVE BEEN SHOWN FOR CLARITY.
6.CONTRACTOR SHALL REMOVE AND DISPOSE OF HAZARDOUS MATERIALS IN ACCORDANCE
WITH SPECIFICATION 01900, LOCAL, STATE AND FEDERAL GUIDELINES.
7.CONTRACTOR SHALL REMOVE ALL LOOSE AND FLAKING PAINT PRIOR TO ABANDONING THE DRY
WELL AREA OF THE PUMP STATION.
8.UNLESS OTHERWISE NOTED, DEMOLISH EXISTING STRUCTURES 7.2 FEET BELOW EXISTING
GRADE.
9.AFTER DEMOLITION PER NOTE 4 AND 8, PUMP ROOM, WET WELL, AND INFLUENT PIPE SHALL BE
FILLED WITH ONCE SACK SAND-CEMENT SLURRY. PER SPECIFICATION SECTION 02200 UP TO THE
TOP SLABS. PIPE SHALL BE FILLED COMPLETELY TO CAP AT OPPOSITE END.
10.CLEANING OF THE EXISTING WET WELL SHALL BE AS FOLLOWS:
a. DRAINING AND CLEANING OF WET WELL TO BE COMPLETED PRIOR TO
DEMO/BACKFILLING.
b. CONTRACTOR SHALL PUMP ALL REMAINING LIQUID FROM THE WET WELL AND
DISPOSE PER SPECIFICATION 02050.
c. REMOVE ALL REMAINING SOLIDS, GRIT, DEBRIS, AND ORGANIC MATERIAL FROM THE
WET WELL AND DISPOSE PER SPECIFICATION 02050.
d. POWER WASH WET WELL AND DISPOSE OF PER SPECIFICATION 02050 AFTER
CLEANING.
e. SUBMIT CLEANING PROCEDURE TO BE ACCEPTED BY THE ENGINEER.
11.CONTRACTOR IS TO NOTIFY SOUTHERN CALIFORNIA EDISON (SCE) OF DISCONNECTION OF
POWER TO EXISTING PUMP STATION AND COORDINATE DISCONNECTION WITH SCE.
12.SALVAGE PLC, RACK, AND IO CARDS AND DELIVER TO OC SAN PLANT NO.1.
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
\
U
s
e
r
s
\
c
j
e
n
n
i
n
g
s
\
A
C
C
D
o
c
s
\
A
r
c
a
d
i
s
\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
C
S
D
–
5
-
6
7
B
a
y
B
r
i
d
g
e
P
u
m
p
S
t
a
t
i
o
n
\
P
r
o
j
e
c
t
F
i
l
e
s
\
D
S
3
\
A
u
t
o
C
A
D
\
S
H
E
E
T
S
\
D
E
M
O
\
5
-
6
7
-
D
1
0
0
2
.
d
w
g
DA
T
E
:
J
a
n
1
2
,
2
0
2
3
1
0
:
4
1
a
m
U
S
E
R
:
C
J
e
n
n
i
n
g
s
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
D1002
10
PUMP STATION
DEMOLITION PLANS 1
ROSHANI, SHRESTHA
HARMIK, AGHANIAN
QIU, XINTONG
MOTOR ROOM DEMOLITION PLAN
SCALE: 3/8"=1'-0"
A
D3002
A
D3001
NOTE 3
NOTE 4
NOTE 5
48" FRMP (SEW)
DEMOLITION NOTES:
1.THE PLAN IS BASED ON CONTRACT 5-33 "CONSTRUCTION PLANS FOR IMPROVEMENTS
TO: BAY BRIDGE PUMP STATION" AS BUILTS APPROVED ON 1995-03-15. CONTRACTOR TO
FIELD VERIFY DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS.
2.THE NO.1 PUMP WAS INSTALLED AFTER THE DEVELOPMENT OF THE AS-BUILTS
APPROVED ON 1995-03-15. ALL PIPING, INSTRUMENT, EQUIPMENT, AND NON-CONCRETE
ITEMS FOR THE NO.1, 2, 3, 4, AND 5 PUMPS SHALL BE DEMOLISHED.
3.DEMOLISH TO NEW SEWER MANHOLE AS SHOWN ON SHEET C1004.
4.REMOVE PORTIONS INTERFERING WITH CONSTRUCTION AND ONE SACK SAND-CEMENT
SLURRY FILL WITH CAP. SEE SHEET D1001.
5.DEMOLISH EXISTING PUMP STATION WALL AS NEEDED TO INSTALL APPROACH PIPE. SEE
SHEET C1004 FOR APPROACH PIPE PLAN.
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
\
U
s
e
r
s
\
c
j
e
n
n
i
n
g
s
\
A
C
C
D
o
c
s
\
A
r
c
a
d
i
s
\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
C
S
D
–
5
-
6
7
B
a
y
B
r
i
d
g
e
P
u
m
p
S
t
a
t
i
o
n
\
P
r
o
j
e
c
t
F
i
l
e
s
\
D
S
3
\
A
u
t
o
C
A
D
\
S
H
E
E
T
S
\
D
E
M
O
\
5
-
6
7
-
D
1
0
0
3
.
d
w
g
DA
T
E
:
J
a
n
1
3
,
2
0
2
3
4
:
5
3
p
m
U
S
E
R
:
C
J
e
n
n
i
n
g
s
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
D1003
11
PUMP STATION
DEMOLITION PLANS 2
ROSHANI, SHRESTHA
HARMIK, AGHANIAN - 08/22
QIU, XINTONG
PUMP ROOM DEMOLITION PLAN
SCALE: 3/8"=1'-0"
NOTE 4
ADJ EL. -5.79'
APPROX. TOP OF APPROACH
PIPE ADJ EL. -0.00'
APPROX. APPROACH
PIPE ADJ INV EL. -4.00'
ADJ EL. 15.19'
ADJ EL. 14.69'
ADJ EL. 7.5'
NOTE 3
DEMOLITION NOTES:
1.THE PLAN IS BASED ON CONTRACT 5-33 "CONSTRUCTION PLANS FOR IMPROVEMENTS TO:
BAY BRIDGE PUMP STATION" AS BUILTS APPROVED ON 1995-03-15. CONTRACTOR TO
FIELD VERIFY DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS.
2.SEE MECHANICAL DRAWINGS FOR PIPE ROUTING INCLUDING PLAN LOCATION AND
ELEVATION AT INTERSECTION WITH WALL.
3.FF ELEVATION BASED ON AS BUILT DRAWINGS IS 12.80 FT, THE ELEVATION DATUM
ADJUSTMENT TO AS BUILT DATUM IS +2.39'.
4.DEMOLISH EXISTING PUMP STATION WALL AS NEEDED TO INSTALL APPROACH PIPE. SEE
SHEET C1004.
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
\
U
s
e
r
s
\
c
j
e
n
n
i
n
g
s
\
A
C
C
D
o
c
s
\
A
r
c
a
d
i
s
\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
C
S
D
–
5
-
6
7
B
a
y
B
r
i
d
g
e
P
u
m
p
S
t
a
t
i
o
n
\
P
r
o
j
e
c
t
F
i
l
e
s
\
D
S
3
\
A
u
t
o
C
A
D
\
S
H
E
E
T
S
\
D
E
M
O
\
5
-
6
7
-
D
3
0
0
1
.
d
w
g
DA
T
E
:
J
a
n
1
2
,
2
0
2
3
1
0
:
4
6
a
m
U
S
E
R
:
C
J
e
n
n
i
n
g
s
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
D3001
12
PUMP STATION
DEMOLITION SECTIONS 1
ROSHANI, SHRESTHA
HARMIK, AGHANIAN
QIU, XINTONG
7'
-
2
"
7'
-
2
"
SECTION A
D1002SCALE: 3/8"=1'-0"
1'-
0
"
MI
N
.
1'-
0
"
MI
N
.
NOTE 3
ADJ EL. -5.79'
APPROX. TOP OF APPROACH
PIPE ADJ EL. -0.00'
APPROX. APPROACH
PIPE ADJ INV EL. -4.00'
ADJ EL. -7.50'
ADJ EL. -14.59' ADJ EL. -15.19'
NOTE 2
DEMOLITION NOTES:
1.THE PLAN IS BASED ON CONTRACT 5-33 "CONSTRUCTION PLANS FOR IMPROVEMENTS
TO: BAY BRIDGE PUMP STATION" AS BUILTS APPROVED ON 1995-03-15. CONTRACTOR
TO FIELD VERIFY DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS.
2.FF ELEVATION BASED ON AS BUILT DRAWINGS IS 12.80 FT, THE ELEVATION DATUM
ADJUSTMENT TO AS BUILT DATUM IS +2.39'.
3.DEMOLISH EXISTING PUMP STATION WALL AS NEEDED TO INSTALL APPROACH PIPE.
SEE SHEET C1004.
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
\
U
s
e
r
s
\
c
j
e
n
n
i
n
g
s
\
A
C
C
D
o
c
s
\
A
r
c
a
d
i
s
\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
C
S
D
–
5
-
6
7
B
a
y
B
r
i
d
g
e
P
u
m
p
S
t
a
t
i
o
n
\
P
r
o
j
e
c
t
F
i
l
e
s
\
D
S
3
\
A
u
t
o
C
A
D
\
S
H
E
E
T
S
\
D
E
M
O
\
5
-
6
7
-
D
3
0
0
2
.
d
w
g
DA
T
E
:
J
a
n
1
2
,
2
0
2
3
1
0
:
4
7
a
m
U
S
E
R
:
C
J
e
n
n
i
n
g
s
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
D3002
13
PUMP STATION
DEMOLITION SECTIONS 2
ROSHANI, SHRESTHA
HARMIK, AGHANIAN
QIU, XINTONG
SECTION A
D1002SCALE: 3/8"=1'-0"
7'
-
2
"
7'-
2
"
1'-
0
"
MI
N
.
1'-
0
"
MI
N
.
PLAN - VALVE VAULT ABANDONMENT 1
D5101SCALE: NTS
SECTION - VALVE VAULT ABANDONMENT E
D5101SCALE: NTS
E
C5101
12
-
I
N
C
H
T
H
I
C
K
R
E
I
N
F
O
R
C
E
D
C
O
N
C
R
E
T
E
SL
A
B
(
C
L
A
S
S
C
)
,
F
I
N
I
S
H
T
O
P
S
M
O
O
T
H
AN
D
F
L
U
S
H
W
I
T
H
V
A
U
L
T
W
A
L
L
S
IN
F
I
L
L
E
X
I
S
T
V
A
U
L
T
W
I
T
H
T
R
A
F
F
I
C
R
A
T
E
D
S
T
Y
R
O
F
O
A
M
AF
T
E
R
A
B
A
N
D
O
N
M
E
N
T
O
F
T
H
E
E
X
I
S
T
I
N
G
F
O
R
C
E
M
A
I
N
S
CONSTRUCTION NOTES:
CONSTRUCTION NOTES:CONSTRUCTION NOTES:
CONSTRUCTION NOTES:
DEMOLISHMENT NOTES:
1 REMOVE AND DISPOSE OF
2 PLUG END OF PIPE, FILL WITH CLSM.
3 CUT PIPE
4 PROTECT IN PLACE
5 PLUG WALL HOLE WITH CONCRETE, CLASS C.
10 ABANDON EXISTING 24" DUAL SFM IN PLACE. FILL PIPES
WITH CLSM AND CAP ENDS. SEE NOTE 2.
28 ABANDON EXISTING FORCE MAIN IN PLACE. FILL PIPES
WITH CLSM AND CAP ENDS.
FOR FORCE MAIN
CONTINUATION SEE
DWG C1101
FOR FORCE MAIN
CONTINUATION SEE
DWG C1101
1
1
1
21
1
1112
4
1 VAULT LID
1
1
2
2
3
1
2
FOR FORCE MAIN
CONTINUATION SEE
DWG C1101
FOR FORCE MAIN
CONTINUATION SEE
DWG C1101
ALL VALVES, PIPING,
AND APPURTENANCES
INSIDE VALVE VAULT
1
2
1
1
1
FOR FORCE MAIN
CONTINUATION SEE
DWG C1101
10
10
28
28
C1101
1
24" VALVE (B)
EXISTING MANHOLE
ABANDON PER DETAIL 2
36-INCH MANHOLE LID,
SAWCUT CONCRETE AROUND
GRADE RING AND REMOVE,
REPLACE PAVEMENT SECTION
WITH CLASS C CONCRETE,
MATCH EXISTING THICKNESS
EXIST 32" HDPE
FORCE MAIN
WITH OUTLET
ABANDONMENT DETAIL 2
D5101NOT TO SCALE
EXIST CONCRETE
BASE
EXISTING GRADE
(CONCRETE)
EXIST 60" DIA
MANHOLERE
M
O
V
E
A
N
D
D
I
S
P
O
S
E
OF
G
R
A
D
E
R
I
N
G
(
S
)
A
N
D
L
I
D
BACKFILL MH WITH
CLSM
(TYP )
(TYP )
(TYP )
5
(TYP )
4
(TYP )
REBAR #4 DOWELS EMBEDDED 4" MIN
INTO A DRILLED HOLE IN THE EXISTING
VAULT WALL, SET IN EPOXY GROUT
AT EVERY 12"MIN
NOTES:
1.PROTECT IN PLACE EXISTING CHAIN LINK FENCE AND GATE, WOOD
AND STEEL RAILINGS, AND NEW WROUGHT IRON FENCING.
2.THE EXISTING DUAL 24" FORCE ARE ACTIVE. PROTECT IN PLACE
DURING ALL MICROTUNNELING AND ALL PUMP STATION WORK.
COMPLETE THE INSTALLATION AND ACTIVATION OF THE NEW FORCE
MAINS PRIOR TO ABANDONING THE EXISTING FORCE MAINS.
C1101
4 SIGN
1 POSTS
POST 1
EXISTING MANHOLE ABANDON
PER DETAIL 3 SEE DWG C4101
FOR LOCATION (40± FROM
VALVE VAULT)
36-INCH MANHOLE LID
LOCATED ABOVE GRADE
EXIST 32" HDPE
FORCE MAIN
WITH OUTLET
ABANDONMENT DETAIL 3
D5101NOT TO SCALE
EXIST CONCRETE
BASE
EXISTING GRADE
(DIRT)
EXIST 60" DIA
MANHOLE
RE
M
O
V
E
A
N
D
D
I
S
P
O
S
E
T
O
P
PO
R
T
I
O
N
O
F
M
A
N
H
O
L
E
,
4
'
(
M
I
N
)
FR
O
M
E
X
I
S
T
I
N
G
G
R
A
D
E
BACKFILL MH WITH
CLSM
C4101
BA
C
K
F
I
L
L
W
I
T
H
M
A
T
E
R
I
A
L
P
E
R
SP
E
C
3
2
9
1
0
D5101
14
EXISTING VALVE VAULT
ABANDONMENT DETAILS
ALAN PROCTOR
PRAVEEN YERRA
JESUS LOPEZ
A
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
MARK DATE APPR.DESCRIPTION
DW
G
:
C
:
\
U
s
e
r
s
\
a
l
a
n
.
p
r
o
c
t
o
r
\
A
C
C
D
o
c
s
\
A
r
c
a
d
i
s
\
A
U
S
-
3
0
0
0
1
6
8
7
-
O
C
S
D
–
5
-
6
7
B
a
y
B
r
i
d
g
e
P
u
m
p
S
t
a
t
i
o
n
\
D
S
3
\
A
u
t
o
C
A
D
\
S
H
E
E
T
S
\
D
E
M
O
\
5
-
6
7
-
D
5
1
0
1
.
d
w
g
DA
T
E
:
J
a
n
1
2
,
2
0
2
3
1
0
:
2
2
a
m
U
S
E
R
:
A
l
a
n
.
P
r
o
c
t
o
r
DRAWING NO.
(IF NOT 2"-SCALE ACCORDINGLY)
AT FULL SIZE
LINE IS 2 INCHES
ORANGE COUNTY SANITATION DISTRICT
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
DRAWN BY:
DESIGNED BY:
CHECKED BY:
BAY BRIDGE PUMP STATION REPLACEMENT 5-67
298OFSHEET NO.:
ABBREVIATIONS GENERAL NOTES
& AND
L ANGLE (RIGHT)
L ANGLE (ACUTE)
@ AT
CL CENTERLINE
AB
AC
AD
AFF
ALT
ALUM
ARC
AU
AV
ANCHOR BOLT
ACOUSTICAL TILE
AREA DRAIN
ABOVE FINISH
FLOOR ALTERNATE
ALUMINUM
ARCHITECTURAL
ASH URN
AUDIO VISUAL
BD
BLDG
BLKG
BM
BNG
BO
BOD
BOT
BR
BRG
BUR
BW
BOARD
BUILDING
BLOCKING
BEAM OR BENCHMARK
BEARING
BOTTOM OF
BOTTOM OF DECK
BOTTOM
BACKER ROD
BRIDGING
BUILT-UP ROOFING
BOTH WAYS
C
CAB
CEM
CG
CIP
CIR
CJ
CLG
cm
CMU
CIK
CONC
CONST
CONT
CORR
CPT
CSK
CT
COURSE
CABINET
CEMENT OR CEMENTITIOUS
CORNER GUARD
CAST-IN-PLACE
CIRCLE
CONTROL JOINT
CEILING
CENTIMETER
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
CORRIDOR
CARPET
COUNTERSINK OR COUNTERSUNK
CERAMIC TILE
D
DBL
DEG
DEM
O
DTL
DF
DIA
DIM
DN
DP
DR
DS
DTL
DW
DWG
DWR
DEPTH OR DEEP
DOUBLE
DEGREE
DEMOLITION
DETAIL
DRINKING
FOUNTAIN
DIAMETER
DIMENSION
DOWN
DAMPPROOFING
DOOR
DOWNSPOUT
DETAIL
DISHWASHER
DRAWING
DRAWER
E
EA
EHB
EHD
EIFS
EJ
EL
ELEC
EQ
EQUI
P ETS
EW
EWC
EXP
EXIST
EXT
EXTD
EAST
EACH
ELECTRIC HAIR BLOWER
ELECTRIC HAND DRYER
EXTERIOR INSULATING FINISH
SYSTEM EXPANSION JOINT
ELEVATION (GRADE)
ELECTRICAL
EQUAL
EQUIPMENT
EXPOSED TO STRUCTURE
EACH WAY
ELECTRIC WATER COOLER
EXPANSION OR EXPOSED
EXISTING
EXTERIOR
EXTRUDED
FD
FE
FEC
FEX
FFA
FFE
FF
FHC
FIN
FLR
FLUO
R FP
FR
FRP
FT
FTC
FTG
FURN
FV
FWC
FPHB
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER (NO CABINET)
FURNITURE, FIXTURES & ACCESSORIES
FURNITURE, FIXTURES & EQUIPMENT
FINISHED FLOOR
FIRE HOSE CABINET
FINISH
FLOOR
FLUORESCENT
FIREPROOFING
FIRE RETARDANT/ FIRE RESISTIVE
FIBERGLASS REINFORCED POLYMER
FOOT/ FEET
FULL TILE COURSE
FOOTING
FURNITURE
FIELD VERIFY
FABRIC WALL COVERING
FREEZE-PROOF HOSE BIBB
A
B
C
D
E
F
GA
GALV
GB
GFRC
GFRG
GL
GND
GR
GYP
GYP BD
GAUGE
GALVANIZED
GRAB BAR
GLASS FIBER REINFORCED
CONCRETE GLASS FIBER
REINFORCED GYPSUM GLASS
GROUND
GRADE
GYPSUM
GYPSUM BOARD
G
H
HB
HC
HD
HBD
HCTLT
HDR
HDW
HDWD
HM
HOR
HPL
HR
HT
HVAC
HIGH
HOSE BIBB
HOLLOW CORE
HOLD
HARDBOARD
HANDICAPPED ACCESSIBLE TOILET
HEADER
HARDWARE
HARDWOOD
HOLLOW METAL
HORIZONTAL
HIGH PRESSURE LAMINATE
HOUR
HEIGHT
HEATING, VENTILATION & AIR CONDITIONING
ID
IN
INCAN
INSUL
INT
INSIDE DIAMETER
INCH
INCANDESCENT
INSULATION
INTERIOR
JB
JT
JUNCTION BOX
JOINT
KD
KO
KNOCK DOWN
KNOCKOUT
L
LAM
LAV
LB
LF
LLH
LLV
LT
LONG
LAMINATED
LAVATORY
LAG BOLT
LINEAR BOLT OR LINEAR FEET
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LIGHT OR LIGHTING
M
MACH
MAS
MAT'L
MAX
MBH
MBR
MC
MECH
MEMB
MFR
MH
MIN
MIR-F
MIR-G
MLD
MM
MO
MS
MTD
MTG
MTL
METER
MACHINE
MASONRY
MATERIAL
MAXIMUM
MOP AND BROOM HOLDER
MODIFIED BITUMEN ROOFING
MEDICINE CABINET
MECHANICAL
MEMBRANE
MANUFACTURER
MANHOLE
MINIMUM
MIRROR-FRAMED EDGE
MIRROR-GLASS EDGE
MOULDING
MILLIMETER
MASONRY OPENING
MOP SINK
MOUNTED
MOUNTING
METAL
N
NCO
M NIC
NOM
NPS
NTS
NORTH
NONCOMBUSTIBLE
NOT IN CONTRACT
NOMINAL
NOMINAL PIPE
SIZE NOT TO SCALE
OC
OD
OFCI
OFD
OFOI
OH
OPG
OPP
OPT
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISHED/ CONTRACTOR INSTALLED
OVERFLOW DRAIN
OWNER FURNISHED/ OWNER INSTALLED
OPPOSITE HAND OR OVERHEAD
OPENING
OPPOSITE
OPTION OR OPTIONAL
PC
PCEM
PA
PCF
PL P.
LAM
PLTR
PLBG
PLF
PMR
PNL
PNT
POL
PR
PSF
PSI
PT
PTD
PTD/WR
PTM
PTN
PVC
PVMT
PWD
PRECAST
PORTLAND CEMENT
PUBLIC ADDRESS SYSTEM
POUNDS PER CUBIC FOOT
PLATE PLASTIC
LAMINATE
PLASTER
PLUMBING
POUNDS PER LINEAR FOOT
PROTECTED MEMBRANE ROOFING
PANEL
PAINT OR PAINTED
POLISHED
PAIR
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT
PAPER TOWEL DISPENSER
PAPER TOWEL DISPENSER/ WASTE
RECEPTACLE PATCH TO MATCH
PARTITION
POLYVINYL CHLORIDE
PAVEMENT
PLYWOOD
QT
QTR
QTY
QUARRY TILE
QUARTER
QUANTITY
H
I
J
K
L
M
N
O
P
Q
R
RA
RCP
RD
RE
REFL
REG
REINF
REQ
RES
REV
RH
RM
RO
ROW
RSF
RADIUS OR RISER
RETURN AIR
REFLECTED CEILING PLAN
ROOF DRAIN
REFER OR REFERENCE
REFLECTED
REGISTER
REINFORCEMENT
REQUIRED
RESILIENT
REVERSE
ROBE HOOK
ROOM
ROUGH OPENING
RIGHT-OF-WAY
RESILIENT SHEET FLOORING
S
SA
SAB
SAN
SB
SC
SCHED
SD
SECT
SF
SFP
SH
SHT
SHTG
SIM
SKLT
SND
SNV
SP
SPEC
SPR
SQ
SR
SR/SC
SS
ST
STA
STC
STD
STL
STOR
STRU
SUSP
SYM
SYN
SYS
SOUTH
SUPPLY AIR
SOUND ATTENUATION BATTS
SANITARY
SPLASH BLOCK
SOLID CORE OR SHOWER CURTAIN
SCHEDULE OR SCHEDULED
SOAP DISPENSER
SECTION
SQUARE FOOT OR SQUARE FEET
SPRAYED FIREPROOFING
SPRINKLER HEAD
SHEET
SHEATHING
SIMILAR
SKYLIGHT
SANITARY NAPKIN DISPOSAL
SANITARY NAPKIN VENDOR
STANDPIPE
SPECIFIED OR SPECIFICATIONS
SINGLE PLY ROOFING
SQUARE
SHOWER ROD
SHOWER ROD/ SHOWER CURTAIN
STAINLESS STEEL
SOAP TRAY
STATION
SOUND TRANSMISSION CLASS
STANDARD
STEEL
STORAGE
STRUCTURE OR STRUCTURAL
SUSPENDED OR SUSPENSION
SYMBOL
SYNTHETIC
SYSTEM
T
TB
TBL
T&B
TC
TD
TEL
TERR
T&G
THK
THRU
TLT
TO
TOC
TOD
TOF
TOI
TOJ
TOL
TOP
TOS
TOW
TPH
TR
TS
TTB
TV
TYP
TREAD OR TOP
TOWEL BAR
TOP OF BRICK LEDGE
TOP AND BOTTOM
TOP OF CURB
TRENCH DRAIN
TELEPHONE
TERRAZZO
TONGUE & GROOVE
THICK OR THICKNESS
THROUGH
TOILET
TOP OF
TOP OF CONCRETE
TOP OF DECK
TOP OF FOOTING
TOP OF INSULATION
TOP OF JOIST
TOLERANCE
TOP OF PARAPET
TOP OF STEEL
TOP OF WALL
TOILET PAPER HOLDER
TELEPHONE RECEPTACLE
TOP OF SLAB
TELEPHONE TERMINAL BOARD
TELEVISION
TYPICAL
UCL
ULAY
UNO
UR
UNDER CABINET LIGHT
UNDERLAYMENT
UNLESS NOTED OTHERWISE
URINAL
VB
VCT
VERT
VP
VS
VT
VWC
VAPOR BARRIER
VINYL COMPOSITION TILE
VERTICAL
VENT PIPE
VENT SHAFT
VINYL TILE
VINYL WALLCOVERING
W
W/
WB
WC
WCOT
WD
WDO
WH
WO
W/O
WP
WR
W/R
WS
WT
WWF
WEST OR WIDE OR WIDTH
WITH
WIND BRACE OR BRACING
WATER CLOSET
WAINSCOT
WOOD
WINDOW
WEEPHOLE
WINDOW OPENING
WITHOUT
WATERPROOFING
WASTE RECEPTACLE
WATER RESISTIVE OR RESISTANT
WEATHERSTRIPPING
WEIGHT
WELDED WIRE FABRIC
YD YARD
R
S
T
U
V
Y
W
= EQUAL
± PLUS OR MINUS
# POUND OR NUMBER
x TIMES
° DEGREES
' FOOT OR FEET
" INCH
- MINUS
+ PLUS
1. DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF
OMISSION OF NECESSARY DIMENSION(S), THE CONSTRUCTION MANAGER SHALL
NOTIFY THE ENGINEER.
2. ALL DIMENSIONS ON 1/16", 1/8" & 1/4" SCALE PLANS ARE TO THE FACE OF MASONRY OR
CONCRETE OR THE OUTSIDE FACE OF GYPSUM BOARD, UNLESS NOTED OTHERWISE.
3. ALL MASONRY DIMENSIONS ARE ACTUAL UNLESS NOTED OTHERWISE. VERIFY ALL
DIMENSIONS, CONDITIONS, EXISTING CONSTRUCTION AND GRADES AT JOB SITE.
NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS.
4. VERIFY SIZE, LOCATION AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE
INSTALLED OR RELOCATED (WHETHER FURNISHED BY OWNER OR BY CONTRACTOR(S))
BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. ERRORS AND
OMISSIONS IN THE ROOM, DOOR, WINDOW OR EQUIPMENT SCHEDULES DO NOT
RELIEVE THE CONTRACTORS FROM EXECUTING WORK SHOWN ON DRAWINGS OR
DESCRIBED IN THE SPECIFICATIONS.
5. VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS FOR
STRUCTURAL, MECHANICAL AND ELECTRICAL WORK AND EQUIPMENT WITH ALL
TRADES INVOLVED.
6. CEILING HEIGHTS INDICATED ON THE ROOM FINISH SCHEDULE ARE TAKEN FROM THE
FINISH FLOOR ELEVATION. THE SIZE, LOCATION AND CHARACTERISTICS OF ALL
MECHANICAL, ELECTRICAL AND STRUCTURAL ITEMS SHALL BE VERIFIED BEFORE
CEILING CONSTRUCTION IS BEGUN.
7. COORDINATE WITH ALL TRADES IN ORDER TO MAINTAIN SCHEDULED CEILING HEIGHTS.
VERIFY THAT REQUIRED OPERATION AND MAINTENANCE CLEARANCES ARE PROVIDED
FOR ALL EQUIPMENT ITEMS.
8. INSTALL ALL ITEMS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
INSTRUCTIONS, EXCEPT THAT THE SPECIFICATIONS HEREIN, WHERE THE MORE
STRINGENT, SHALL BE COMPLIED WITH. NOTIFY THE ENGINEER IN WRITING OF ANY
CONFLICTS.
9. COORDINATE DELIVERY AND INSTALLATION OF ALL EQUIPMENT WITH OWNER. VERIFY
THAT ALL INSTALLATION REQUIREMENTS AS DESCRIBED ARE MET, INCLUDING
ADEQUATE TRAVEL ACCESS FOR EQUIPMENT ITEMS THROUGH THE BUILDING.
SYMBOLS
MATERIAL LEGEND
1
ROOM NAME
101
150 SF
ROOM TAG
W/ AREA
STRUCTURAL GRID -EXISTING
STRUCTURAL GRID -NEW
0
0
1t PARTITION TYPE TAG
DOOR TAG
LIFE SAFETY DOOR TAGDOOR #SIZE
X#
FURNITURE/FIXTURE/
CASEWORK TAG
XX-XX
GLAZING TAG
REVISION DELTA
NOTE NOTE WITH LEADER
KEY NOTE
FINISH/MATERIAL TAG
LEVEL/DATUM ELEVATION MARKLEVEL
EL 0.00'
1
A101 INTERIOR ELEVATION MARK
1
A101
SIM SECTION MARK
1
A101
SIM
DETAIL SECTION MARK
A101
1
SIM
DETAIL CALLOUT MARK
SPOT ELEVATION -ELEVATION
VIEWS
NORTH ARROW
XX-XX CEILING TAG
XX
0' - 0"
FL-01 FLOOR TAG
?
101
88' - 10"
XX-XX CEILING TAG W/ HEIGHT
EXTERIOR ELEVATION MARKA101
1
WINDOW TAGMARK
0' - 0"SPOT ELEVATION -PLAN VIEWS
?
LIGHTING TAG
PLUMBING TAGPL-01
L2
SPECIALTY EQUIPMENT TAGXX-XXX
DP DOWN PIPE
RD ROOF DRAIN
FD
FLOOR DRAIN
GROUT
CONCRETE
(SECTION)EARTH
RIGID
INSULATION
STEEL (CUT)
SPANDREL
GLASS (FACE)
ALUMINUM
(CUT)
WOOD
(CUT/FACE)
GYP BDMETAL PANEL
(FACE)
EIFS (CUT)
BATT INSULATION
PORTLAND
CEMENT
PLASTER OR
EIFS (FACE)
CMU (FACE)
CMU (IN PLAN)
NATURAL
STONE FINISH
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.:OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:21 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A0001
BAY BRIDGE PUMP STATION
REPLACEMENT
ABBREVIATIONS, SYMBOLS, &
GENERAL NOTES
29855
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
MARK DESCRIPTION DATE APPR.
USE GROUP:
OCC LOAD:
AREA:
OLF:
1,175 SF
12
F-2
ELECTRICAL ROOM
100
USE GROUP:
OCC LOAD:
AREA:
OLF:
672 SF
7
F-2
GENERATOR ROOM
100USE GROUP:
OCC LOAD:
AREA:
OLF:
170 SF
2
F-2
RESTROOM
100
USE GROUP:
OCC LOAD:
AREA:
OLF:
77 SF
1
F-2
PUMP ROOM
100
TRAVEL DIST. = 23' -7"
PATH (PUMP)
TOTAL PATH OF TRAVEL
DISTANCE = 139'+90'-7"+
23'-7"= 253'-2" << 300', OK
TRAVEL DIST. = 57' -4"
PATH1(ELEC)
36"
180
120
EXIT
STAIR 1
36"
0
36"
0"
480
0
96"
EXIT
DOOR 5
0"
7
0"
0"
180
0
36"
EXIT
DOOR 4
0"
3
0"
0"
180
0
36"
EXIT
DOOR 3
0"
6
0"
0"
360
0
72"
EXIT
DOOR 2
0"
6
0"
0"TR
A
V
E
L
D
I
S
T
.
=
2
3
'
-0"
PA
T
H
2
(
E
L
E
C
)
FE TYPE
ABC
FE TYPE
ABC
FE TYPE ABCUSE GROUP:
OCC LOAD:
AREA:
OLF:
19 SF
1
F-2
STORAGE ROOM
100
(ACTURAL=0)
USE GROUP:
OCC LOAD:
AREA:
OLF:
2,495 SF
25
F-2
PUMP ROOM
100
(ACTURAL=0)
TRAVEL DIST. = 139' -0"
PATH (PUMP)
36"
180
120
EXIT
STAIR 1
36"
0
36"
0"
USE GROUP:
OCC LOAD:
AREA:
OLF:
1,121 SF
12
F-2
MEZZANINE
100
(ACTURAL=0)
TRAVEL DIST. = 90' -7"
PATH (PUMP)
36"
180
120
EXIT
STAIR 1
36"
0
36"
0"36"
180
120
EXIT
STAIR 1
36"
0
36"
0"
USE GROUP:
OCC LOAD:
AREA:
OLF:
1,781 SF
18
F-2
ODOR CONTROL
100
TRAVEL DIST. = 91' -0"
PATH (ODOR)
180
0
36"
EXIT
DOOR 6
0"
0
0"
0"
FE TYPE
ABC
FE TYPE
ABC
FE TYPE
ABC
(ACTURAL=0)
AREA NOTES
-AREA SHOWN ON CRTKL'S DRAWINGS HAVE BEEN CALCULATED
ELECTRONICALLY BASED ON CRTKL'S DESIGN DOCUMENTS, USING THE
APPROPRIATE SECTIONS OF APPLICABLE BOMA STANDARDS ACCORDING
TO THIS PROJECT'S USE, UNLESS DIRECTED OTHERWISE BY THE CLIENT,
AND ARE PROVIDED SOLELY AS AN ACCOMMODATION TO THE CLIENT. AS
SUCH, THEY SHOULD BE CONSIDERED TO BE APPROXIMATE
CALCULATIONS. ACTUAL MEASUREMENTS OF BUILT SPACES MAY VARY
DUE TO A NUMBER OF FACTORS INCLUDING, BUT NOT LIMITED TO,
CHANGES DURING CONSTRUCTION, CONSTRUCTION TOLERANCES, AND
VARIATIONS IN THE METHODOLOGY USED TO CALCULATE AREA. CRTKL
ADVISES THE CLIENT TO VERIFY ALL AREAS AND METHODS OF
CALCULATION PRIOR TO PUBLICATION FOR ANY REASON.
EXIT #1
36" 28"
180
44" 42"
146
138
EXIT #
DOOR WIDTH REQUIRED
DOOR CAPACITY: 36"/0.2 =
STAIR WIDTH REQUIRED
STAIR CAPACITY: 44"/0.3 =
ACTUAL USE
DOOR WIDTH
PROVIDED
STAIR WIDTH
PROVIDED
FIRE AND EGRESS KEY
EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT
ACCESS CORRIDOR OR EXIT PASSAGEWAY IS MORE THAT 100 FEET,
OR THE LISTED VIEWING DISTANCE FROM THE SIGN, WHICHEVER IS
LESS, FROM THE NEAREST VISIBLE EXIT SIGN.
EXTERIOR WALLS IN TYPE IIIA BUILDINGS REQUIRED TO HAVE FIRE-
RETARDANT TREATED WOOD FRAMING. ALL EXTERIOR BEARING
WALLS TO BE 2 HOUR RATED
TRAVEL DISTANCE FROM ANY POINT TO NEAREST FIRE
EXTINGUISHER SHALL NOT EXCEED 75 FEET (50 FEET IN GARAGE).
FIRE DEPARTMENT INSPECTOR SHALL HAVE THE AUTHORITY TO
REVISE LOCATION AND QUANTITY OF FIRE EXTINGUISHERS DURING
INSPECTION.
EMERGENCY EXIT SIGNS INDICATE FACE OF SIGN AND
DIRECTION OF TRAVEL
EGRESS PATH
FIRE EXTINGUISHER
FE
BUILDING CODE DATA
APPLICABLE CODES
2022 NEWPORT BEACH MUNICIPAL CODE
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA FIRE CODE
CHAPTER 3 -OCCUPANCY CLASSIFICATION AND USE
F-2 (FACTORY INDUSTRIAL) OCCUPANCY
CHAPTER 4 -SPECIAL DETAILED REQUIREMENTS BASED ON
OCCUPANCY AND USE
CHAPTER 5 -GENERAL BUILDING HEIGHTS AND AREAS
BUILDING HEIGHTS:
ALLOWABLE: 55' (NS)
PROPOSED: 23'
NUMBER OF STORIES:
ALLOWABLE: 3 STORIES (NS)
PROPOSED:1 STORY
BUILDING AREAS:
ALLOWABLE: 23,000 SF (NS)
PROPOSED: 1,183 SF + 163 SF + 77 SF + 672 SF = 2,095 SF
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:
PRIMARY STRUCTURAL FRAME
FLOOR CONSTRUCTION & SECONDARY MEMBERS
ROOF CONSTRUCTION & SECONDARY MEMBERS
BEARING WALLS -INTERIOR
BEARING WALLS -EXTERIOR*
NONBEARING WALLS AND PARTITIONS -EXTERIOR
0-HOUR & TALBE 602*
0-HOUR
0-HOUR
SEE TABLE 602
0-HOUR
CHAPTER 8 -INTERIOR FINISHES
BUILDING ELEMENTS TYPE IIB
NONBEARING WALLS AND PARTITIONS -INTERIOR
0-HOUR
0-HOUR
TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR
WALLS BASED ON FIRE SEPARATION DISTANCE:
X < 5
10 ≤X < 30
5 ≤X < 10 1-HOUR
1-HOUR
0-HOUR
0-HOUR
FIRE SEPARATION DISTANCE = X (FEET)TYPE IIB (F-2)
X ≥30
CHAPTER 6 -TYPES OF CONSTRUCTION
CONSTRUCTION CLASSIFICATION:
F-2 TYPE IIB
CHAPTER 7 -FIRE AND SMOKE PROTECTION FEATURES
TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS
X < 5
10 ≤X < 15
5 ≤X < 10
FIRE SEPARATION DISTANCE = X (FEET)OPENING PROTECTION ALLOWABLE AREA
UP, NS NP
UP, NS 10%
15%UP, NS
15 ≤X < 20 25%UP, NS
20 ≤X < 25 45%UP, NS
25 ≤X < 30 70%UP, NS
X ≥30 NO LIMITUP, NS
FLAME-SPREAD CLASSIFICATIONS
CLASS
A
B
C
FLAME-SPREAD INDEX
0-25
TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
INTERIOR EXIT
STAIRWAYS AND
EXIT PASSAGEWAYS*
CORRIDORS &
ENCLOSURE FOR
EXIT ACCESS STAIRS
& RAMPS
26-75
76-200
SMOKE DEVELOPED INDEX
0-450
0-450
0-450
ROOMS AND
ENCLOSED SPACES*
F-2 B C C
GROUP
NON SPRINKLERED
CHAPTER 9 -FIRE PROTECTION AND LIFE SAFETY SYSTEMS
BUILDINGS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER
SYSTEM
CHAPTER 10 -MEANS OF EGRESS
NUMBER OF EXITS AND EXIT ACCESS:
PUMP ROOM -1 REQUIRED AND PROVIDED
ELECTRICAL ROOM -1 REQUIRED AND 2 PROVIDED
RESTROOM -1 REQUIRED AND PROVIDED
GENERATOR ROOM -1 REQUIRED AND PROVIDED
ODOR CONTROL ROOM -1 REQUIRED AND PROVIDED
EXIT ACCESS TRAVEL DISTANCE:
PER TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE, OCCUPANCY F-2 SHALL NOT
EXCEED 300 FEET WITHOUT SPRINKLER SYSTEM
EXIT DOORS:
SHALL BE OPERABLE FROM INTERIOR
SHALL COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE AND THE CITY OF
NEW PORT BEACH MUNICIPAL CODES
PANIC BARS REQUIRED
EXIT LIGHTS:
PER 1013.3 ILLUMINATION, EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY
ILLUMINATED.
CHAPTER 11B -ACCESSIBILITY
PER 11B-203.4 LIMITED ACCESS SPACES, SPACES NOT CUSTOMARILY
OCCUPIED AND ACCESSED ONLY BY LADDERS, CATWALKS, CRAWL SPACES OR
VERY NARROW PASSAGEWAYS SHALL NOT BE REQUIRED TO COMPLY WITH
THESE REQUIREMENTS OR TO BE ON AN ACCESSIBLE ROUTE.
BUILDING CODE DATA (CONT.)
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:32 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A0002
BAY BRIDGE PUMP STATION
REPLACEMENT
CODE COMPLIANCE DRAWINGS
29856
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 3/32" = 1'-0"3
ELECTRICAL & GENERATOR ROOM
GROUND FLOOR PLAN
SCALE: 3/32" = 1'-0"1 PUMP STATION FLOOR PLAN AT EL. -22.00
SCALE: 3/32" = 1'-0"2 PUMP STATION MEZZ PLAN AT EL. -5.00
SCALE: 3/32" = 1'-0"4 ODOR CONTROL GROUND FLOOR PLAN
NOTES:
PER CBC 506.1.3, BASEMENTS NEED NOT BE
INCLUDED IN THE TOTAL ALLOWABLE FLOOR
AREA OF A BUILDING PROVIDED THE TOTAL
AREA OF SUCH BASEMENTS DOES NOT
EXCEED THE AREA PERMITTED FOR A ONE-
STORY ABOVE GRADE PLANE BUILDING.
NOTES:
PER CBC 506.1.3, BASEMENTS NEED NOT BE
INCLUDED IN THE TOTAL ALLOWABLE FLOOR
AREA OF A BUILDING PROVIDED THE TOTAL
AREA OF SUCH BASEMENTS DOES NOT
EXCEED THE AREA PERMITTED FOR A ONE-
STORY ABOVE GRADE PLANE BUILDING.
NOTES:
ROOFLESS EXTERIOR RATED
FACILITY -NOT INCLUDED IN THE
TOTAL ALLOWABLE FLOOR AREA
MARK DESCRIPTION DATE APPR.
TRANSFORMER
ACCESS HATCH
GENERATOR
ROOM
RAISED
PLATFORM
ELECTRICAL
ROOM
ODOR CONTROL
AREA
PUMP STATION
(BELOW GRADE)
NORTH GATE
24' WIDE SWING GATE
SOUTH GATE
24' WIDE SWING GATE
WEST GATE
18' WIDE CANTILEVER
SLIDING GATE
MANHOLE COVERS, TYP.
SEE STRUCTL DWGS
RAISED
PLATFORM
45.57'
16.23'
9.52'
TOW = 29.33'
PEDESTRIAN GATE
8' HIGH WALL
10' HIGH WALL
8' HIGH WALL
F U T U R E A C C E S S R O A D
P A C I F I C
C O A S T H I G H W A Y
(E) BUILDING
STRUCTURE
OUTLINE
10' HIGH WALL
8' HIGH WALL
10' HIGH WALL
15' HIGH WALL
15' HIGH WALL
A2001
1
A20012
A2001 3
A2001
4
173.84'
57.26'
18.00'
4.44'
EXTERIOR WALL
BOUNDARY
SWITCHBOARD
106.32'
133.53'
39.48'
24.00'
43.99'
LANDSCAPE AREA
(SEE LANDSCAPE DWGS)
6' - 5 1/8"
LANDSCAPE AREA
(SEE LANDSCAPE DWGS)
TOW = 24.00'
TOW = 24.00'
TOW = 24.00'
TOW = 24.67'
TOW = 23.33'
TOW = 22.00'
TOW = 22.00'
6' - 10"
23' - 7 5/8"
41' - 7 7/8"
TOW = 22.00'
9
TOW = 24.67'
TOW = 29.33'
5.07'
TOW = 23.33'
TOW = 23.33'
TOW = 29.33'
TOW = 29.33'
SWITCHBOARD
PLATFORM
(REMOVABLE)
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:34 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A1001
BAY BRIDGE PUMP STATION
REPLACEMENT
SITE PLAN
29857
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/8" = 1'-0"
SITE PLAN
MARK DESCRIPTION DATE APPR.
1.0
%
1.0
%
A
1
B C
2
3
A
A3001
3' - 0"
5' - 0 5/8"
16
'
-
9
"
10
'
-
1
"
3'
-
0
"
15' - 7"
5'
-
0
"
PUMP ROOM
001
FE TYPE ABC
FE TYPE ABC
SUMP
WET WELL
50' - 0"30' - 0"
80' - 0"
12
'
-
6
"
34
'
-
1
0
"
47
'
-
4
"
2' - 0"76' - 0"2' - 0"
2'
-
0
"
8'
-
6
"
2'
-
0
"
32
'
-
1
0
"
2'
-
0
"
42" H
RAILING W/
HANDRAIL
UP
UP
-15' - 0" FFL
LANDING
A4003
2
CONC. WALL
REFER TO STRUCTL DWGS.
TOW = -21.98'
TOC = -22.32'
4' - 0"
3'
-
0
"
1'
-
0
"
TOC = -25.33'
55' - 2"
7'
-
1
0
"
12
'
-
0
"
4' - 4"5' - 6"4' - 4"5' - 6"4' - 4"5' - 6"4' - 4"5' - 6"4' - 4"5' - 6"6' - 0"
3'
-
6
"
1' - 8"
6' - 0"3' - 10"6' - 0"3' - 10"6' - 0"3' - 10"6' - 0"3' - 10"6' - 0"
19
'
-
1
0
"
FRP GRATING FLOOR
42" H RAILING, TYP.
PLATFORM ACCESS LADDER, TYP.
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:35 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A1002
BAY BRIDGE PUMP STATION
REPLACEMENT
PUMP STATION FLOOR PLAN AT EL.
-22.00
29858
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"
PUMP STATION FLOOR PLAN AT EL. -22.00
MARK DESCRIPTION DATE APPR.
A
1
B C
2
3
A
A3001
50' - 0"30' - 0"
80' - 0"
12
'
-
6
"
34
'
-
1
0
"
47
'
-
4
"
10' - 6"49' - 6"6' - 0"6' - 1"3' - 11"
11
'
-
1
0
"
9'
-
0
"
4'
-
1
1
"
16
'
-
1
0
"
8'
-
1
1
"
UP DN
4'
-
0
3
/
8
"
2'
-
2
"
R 1' - 1"
R 1' - 1"
2' - 5 1/8"
OPEN TO BELOW
7' - 7 1/2"12' - 10"4' - 0"18' - 4"
8'
-
6
"
WET WELL
14' - 7"6' - 0"
-5' - 0" FFL
7'
-
0
"
2' - 0"76' - 0"2' - 0"
2'
-
0
"
8'
-
6
"
2'
-
0
"
32
'
-
1
0
"
2'
-
0
"
42" RAILING
W/ HANDRAIL
-5' - 0" FFL
MEZZANINE
PLATFORM
002
MEZZANINE
PLATFORM
002
FE TYPE ABC FE TYPE ABC
42" H RAILING W/
HANDRAIL
42" H
RAILING W/
HANDRAIL
3'
-
5
"
3'
-
7
"
A4003
1
6' - 6"3' - 11"
0' - 9" FFL
0' - 9" FFL
CONC. BEAMS PER STRUCTL
FRP GRATING
FLOOR
WALL-MOUNTED
HANDRAIL
PLATFORM
SEE STRUCTL
PLATFORM
SEE STRUCTL
20
'
-
0
"
PLATFORM ACCESS
LADDER, TYP.
2' - 9"15' - 9"2' - 8"3' - 0"
2'
-
2
"
2'
-
2
"
HVAC DUCTWORK
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:36 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A1003
BAY BRIDGE PUMP STATION
REPLACEMENT
PUMP STATION MEZZANINE PLAN
AT EL. -5.00
29859
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"
PUMP STATION MEZZANINE PLAN AT EL. -5.00
MARK DESCRIPTION DATE APPR.
UP
6
5
4
3
2
1
UP
4
3
2
1
UP
UPUP
A
1
BA
A3002
A
A3001
A2002
5
A2003 1
A20023
A2003
2
ELECTRICAL ROOM
003
GENERATOR ROOM
005
RESTROOM
004
7' - 7"2' - 1 1/2"36' - 0"11' - 10 1/2"6' - 0"
14' - 2" FFL
5' - 2"
8
9
1
A3002
B
7 6
10
1 2 3
4
1
2
32
'
-
0
1
/
2
"
19
'
-
2
"
7' - 7"50' - 0"5' - 8"
13' - 6" FFL
26' - 6"13' - 10"9' - 8"
21
'
-
5
"
3'
-
9
"
6"
3'
-
9
"
RAISED
CONCRETE
PLATFORM
CANOPY
ABOVE
5
4
3
ACOUSTIC PANEL TYP.
WINDOW
OPENING ABOVE
2'
-
8
"
R.O.
3'
-
4
"
8'
-
8
"
R.O.
6'
-
0
"
5'
-
5
"
5 E
Q
.
T
R
E
A
D
S
@
1
2
"
5'
-
0
"
7'
-
7
"
3'
-
4
"
1'
-
4
"
R.O
.
3'
-
4
"
1'
-
4
"
3'
-
4
"
1'
-
4
"
20' - 0"4' - 0"1' - 4"4' - 0"1' - 4"4' - 0"1' - 4"
4'
-
8
"
1'
-
4
"
4'
-
8
"
3'
-
4
"
3' - 0"8' - 0"0"4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"8' - 0"3' - 0"
3'
-
4
"
3'
-
0
"
3'
-
0
"
6'
-
0
"
3'
-
4
"
5' - 10"2' - 3 1/2"
2'
-
4
"
1' - 4"
R.O.
6' - 0"10' - 8"
6' - 0"
HB
FE TYPE ABC
FE TYPE ABC
FE TYPE ABC
6" DIA. CONC. FILLED
BOLLARD TYP.
SEE CIVIL DWGSWINDOW
OPENING
ABOVE
4'
-
6
"
6"
RAISED
CONCRETE
PLATFORM
CANOPY
ABOVE
CANOPY
ABOVE
PUMP ROOM STAIR
007
ROOF STAIR
008
WINDOW
OPENING ABOVE
2 43
51
'
-
2
1
/
2
"
CLR.
2' - 0"4' - 8"32
'
-
0
"
6"
5
FD
FD
W1
V1
L1
4'
-
1
"
L1
L1
W1
V1
FAN
W
W1
W1
W1
W1
3'
-
1
1
"
1'
-
2
"
3 EQ. TREADS @ 12"
3'
-
0
"
24
'
-
1
"
5' - 0"1' - 0"
32
'
-
0
1
/
2
"
19
'
-
2
"
W
W1
W1
7'
-
2
"
W1
SLIDING GATE
6
42" H REMOVABLE
RAILING
STAIR TO PUMP
ROOM BELOW
12
'
-
0
"
2.1%
STORAGE ROOM
009
15' - 6" FFL
15' - 6" FFL
15' - 6" FFL
4' - 0"A4004
1
2.1%
14
5 7
9
8
6
10
15' - 6" FFL
11
12
13
V2
18' - 0"8' - 0"
SWITCHBOARD
SPLASH BLOCK
SPLASH BLOCK
SPLASH BLOCK
A4004
7
EXP. JOINT
W1
W
42" H RAILING W/
HANDRAIL
3'
-
6
"
1' - 5"
EXP. JOINT
14 15
16
DS
DSDS
SLOPE
SL
O
P
E
SL
O
P
E
2.1%
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:38 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A1004
BAY BRIDGE PUMP STATION
REPLACEMENT
ELECTRICAL & GENERATOR ROOM
GROUND FLOOR PLAN
29860
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"
ELECTRICAL & GENERATOR ROOM GROUND FLOOR PLAN
PLAN NOTES (ELECTRICAL &...
Note
Number Note Text
1 CLEANING PANEL - SEE 'E' DRAWINGS
2 FOUL AIR CONTROL PANEL - SEE 'E' DRAWINGS
3 COMB. GAS CALIBRATION PANEL - SEE 'E'
DRAWINGS
4 HVAC DUCT
5 SEAT COVER DISPENSER
6 TOILET PAPER DISPENSER
7 GRAB BAR (NON HC)
8 MIRROR W/ SS FRAME & SHELF
9 TOWEL DISPENSER/ WASTE RECEPTACLE
10 ELEC. WATER HEATER
11 3'-6" X 2'-0" OPERATOR DESK
12 2'-0" X 2'-0" FILE CABINET
13 SOAP DISPENSER
14 PROVIDE BACKING PLATES AT WALL MOUNTED
EQUIPMENT, TYP.
15 MTL STUD WALL ON TOP OF 6" H CONC. CURB
16 SWITCHBOARD PLATFORM TO BE DESIGNED BY
CONTRACTOR (REMOVABLE & PROVIDE LIFTING
EYES)
CONC. PAD
SEE STRUCTL.
MARK DESCRIPTION DATE APPR.
UP
A
1
B
2
A
A3002
A
A3001
A2002
5
A2003 1
A20023
A2003
2
METAL ROOF
OVERHANG
ABOVE
METAL ROOF
OVERHANG ABOVE
ROOF PARAPET
METAL CANOPY
BELOW
METAL CANOPY
BELOW
METAL CANOPY
BELOW
ROOF OF
GENERATOR
ROOM
ROOF OF
ELECTRICAL ROOM
2' - 9"1' - 2"
1'
-
2
"
4'
-
1
3
/
8
"
GENERATOR
ROOM FAN. SEE
MECH.
HEAT PUMP
SEE MECH DWGS.
RD RD
RESTROOM FAN EXHAUST
SEE MECH DWGS.ROOF OPENINGS OF
MECH DUCTWORK
SEE MECH DWGS.
7' - 7 5/8"5' - 7 3/8"
3'
-
1
1
/
4
"
5' - 10"2' - 11"
2'
-
4
"
12' - 8"18' - 10"
1'
-
9
"
4'
-
0
"
8"
4'
-
8
"
4'
-
8
"
4'
-
8
"
4'
-
8
"
8"
10
'
-
5
"
20
'
-
0
"
1'
-
8
"
1'
-
9
"
15
'
-
4
"
2'
-
0
"
1' - 0"
2.1
%
8"
4'
-
8
"
4'
-
8
"
4'
-
8
"
8"
18
'
-
9
"
6"
15
'
-
4
"
16
'
-
9
"
38' - 2"
RD
DP
7' - 9"12' - 0"12' - 0"12' - 0"8' - 5"
52' - 2"
2'
-
6
"
5'
-
6
"
12
'
-
9
"
2'
-
9
"
11
'
-
4
"
TOS = 31.00'
TOS = 30.83'
2.1
%
50' - 0"
DECORATIVE
ANODIZED ALUM.
CANOPY
DECORATIVE
ANODIZED ALUM.
CANOPY
GENERATOR
EXHAUST.
SEE MECH.
RECESSED DOWN LIGHT
UNDER CANOPY SOFFIT, TYP.
SEE 'E' DRAWINGS
16" X 8" S.S. BOX
SCUPPER, BRONZE
16" X 8" S.S. BOX
SCUPPER, BRONZE
2'
-
0
"
7' - 1"8' - 0"8' - 0"8' - 0"7' - 1"
2'
-
6
"
5'
-
6
"
16" X 8" S.S. BOX
SCUPPER, BRONZE
8"
4'
-
8
"
4'
-
8
"
4'
-
8
"
8"
TYP.
2' - 0"
6"
4' - 0"
4' - 0"
4' - 0"
1' - 0"
METAL ROOF
OVERHANG
ABOVE
2%
ALUM. COMPOSITE
PANELS
METAL STUDS OF
ROOF SCREEN @ 2'
O.C., TYP.
2' - 0"
2'
-
0
"
2' - 0"
2'
-
0
"
RF-01
RF-01
FL-02
ROOF PARAPET
SIDE-MOUNTED RAILING
SIDE-MOUNTED RAILING
TOW = 32.17'
TOW = 32.17'
TOW = 32.17'
TOW = 32.17'
TOW = 32.17'
29.65'
29.50'
30.00'
29.99'
EXP. JOINT
EXP. JOINT
MECH DUCT
SEE MECH DWGS.
PREFAB.
MECH EQUIP
METAL CURB
PREFAB.
MECH EQUIP
METAL CURB
PREFAB.
MECH EQUIP
METAL CURB
EXP. JOINT COVER
2%
4' - 8"1' - 4"
DRAIN = 29.33'DRAIN = 29.33'
2%
FFL = 29.67'
FFL = 29.71'
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:39 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A1005
BAY BRIDGE PUMP STATION
REPLACEMENT
ELECTRICAL & GENERATOR ROOM
ROOF PLAN
29861
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"
ELECTRICAL & GENERATOR ROOM ROOF PLAN
MARK DESCRIPTION DATE APPR.
A
1
B
2
A
A3002
A
A3001
A2002
5
A2003 1
A20023
A2003
2
A3002
B
OPEN TO ROOF OF
GENERATOR ROOM
BELOW
OPEN TO ROOF OF
ELECTRICAL ROOM
BELOW
4' - 4"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"4' - 4"
50' - 8"
3'
-
8
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
3'
-
6
"
4'
-
4
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
4'
-
4
"
32
'
-
9
"
19
'
-
2
"
2'
-
0
"
2' - 0"
T/O OVERHANG = 36.00'T/O OVERHANG = 36.00'
T/O OVERHANG = 34.00'
T/O OVERHANG = 35.50'T/O OVERHANG = 35.50'
4' - 4"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 4"
2' - 2"36' - 8"11' - 10"
32
'
-
9
"
19
'
-
2
"
SIDE-MOUNTED RAILING
SIDE-MOUNTED RAILING
TOW = 32.17'
TOW = 32.17'
TOW = 32.17'
TOW = 32.17'
SL
O
P
E
SL
O
P
E
SL
O
P
E
SL
O
P
E
SL
O
P
E
SL
O
P
E
SL
O
P
E
SL
O
P
E
ROOF OVERHANG
CLADDED W/ ALUM.
COMPOSITE PANELS
ROOF OVERHANG
CLADDED W/ ALUM.
COMPOSITE PANELS
T/O OVERHANG = 34.00'
T/O OVERHANG = 34.00'
EXP. JOINT
2"
M
I
N
.
EX
P
.
J
O
I
N
T
2"
M
I
N
.
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:40 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A1006
BAY BRIDGE PUMP STATION
REPLACEMENT
ELECTRICAL & GENERATOR ROOM
ROOF SCREEN PLAN
29862
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"
ELECTRICAL & GENERATOR ROOM ROOF SCREEN PLAN
MARK DESCRIPTION DATE APPR.
UP UP
A20012
A2004
1
A2004 2
B
A3003
8
7
CIP CONC
CONTAINMENT
WALL
ODOR CONTROL AREA
006
CHEMICAL TANK
(NOT IN CONTRACT)
CHEMICAL TANK
(NOT IN CONTRACT)
32' - 0"3' - 4"4' - 0"
2'
-
8
"
12
'
-
0
"
30
'
-
0
"
22
'
-
0
"
CMU ON CONCRETE
CONTAINMENT
WALLS
39' - 4"
6"
44
'
-
8
"
19' - 8"19' - 8"
45
'
-
4
"
39' - 4"
FD
FD
FD
OA OB
O1
O2
A
A3003
X1
A4003
7
FE
TYPE
ABC
TRENCH TRENCH
TOW = 14.00'
TOC = 11.83'
42" HIGH FRP
GUARD RAIL
DRAIN = 13.58'
W1
W1
W1
W1
W1
DRAIN = 11.00'
TOC = 11.33'
DRAIN = 11.00'
TOC = 11.33'
TOC = 14.00'
FFL = 14.00'
W1
W1
14.00'
SLOPE
2.3
%
13.96'
TOC = 13.88'
A20012
A2004
1
A2004 2
B
A3003
REMOVABLE ALUM.
LOUVER PANELS
FIXED ALUM.
LOUVER PANELS
8"4"
R.O.
18' - 6"4"18' - 6"4"8"
39' - 4"
38' - 0"
ALUM. CANOPY
OA OB
O1
O2
A
A3003
MTL-01
8"
6'
-
1
0
"
4"
6'
-
1
0
"
4"
6'
-
1
0
"
4"
6'
-
1
0
"
4"
R.O.
15
'
-
0
"
4"
8"
45
'
-
4
"
TYP.
8"
7' - 0"8' - 0"8' - 0"8' - 0"7' - 0"
2'
-
0
"
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:42 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A1007
BAY BRIDGE PUMP STATION
REPLACEMENT
ODOR CONTROL AREA PLANS
29863
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"
ODOR CONTROL AREA GROUND FLOOR
PLAN
SCALE: 1/4" = 1'-0"
ODOR CONTROL AREA ROOF SCREEN PLAN
MARK DESCRIPTION DATE APPR.
A B
ST-01
STU-02
MTL-01 STU-01
SITE GRADING LINE
BEHIND
SITEWALK
PT-02
4'
-
6
"
4'
-
0
"
18' - 0"14' - 0"14' - 0"18' - 0"14' - 0"14' - 0"14' - 1"
8'
-
6
"
STU-02 STU-01 ST-01
2'
-
8
"
8'
-
6
"
8'
-
6
"
1'
-
4
"
4'
-
0
"
4'
-
6
"
OA OB
9
AVG. SITE LEVEL
EL 13.50'
TOW = 22.00'TOW = 23.33'TOW = 22.00'
TOW = 22.00'
MTL-01
8'
-
6
"
SWING GATE
PROP. LINE
SITEWALK RAILING
(TO MATCH EXISTING
OR PUBLIC WORK
REQ.)
PROP. LINE
A4005
6
ALUM. SIGNAGE,
BRONZE
STU-01
1'
-
6
"
1'
-
2
"
MTL-01
1'
-
4
"
5'
-
4
"
4'
-
6
"
CONTROL
JOINT, TYP.
4" H METAL
COPING, TYP.
1'
-
6
"
7'
-
0
"
TOW = 24.67'
STUCCO TO
STONE VENEER
TRANSITION, TYP.
ABC
ODOR CONTROL TOW
EL 29.33'
18' - 0"18' - 0"18' - 0"19' - 2"
ST-01 STU-01
STU-02
MTL-01 STU-01 ST-01
4'
-
0
"
6'
-
6
"
4'
-
1
0
"
8"
MTL-01
10
'
-
6
"
OAOB
AVG. SITE LEVEL
EL 13.50'
19' - 8"19' - 8"18' - 5"18' - 0"
TOW = 24.00'TOW = 24.00'TOW = 24.00'
TOW = 29.50'TOW = 29.50'
16
'
-
0
"
13
'
-
0
"
SWING GATE
PROP. LINE
PROP. LINE
A4005
5
ALUM. SIGNAGE,
BRONZE
1'
-
2
"
1'
-
6
"
1' - 6"
4" H METAL
COPING, TYP.
CONTROL
JOINT, TYP.
2" W METAL
REVEAL, BRONZE
MTL-01
CONTROL
JOINT, TYP.
2'
-
6
"
10
'
-
6
"
8" H METAL
COPING
TYP.
4' - 0"
STUCCO TO
STONE VENEER
TRANSITION, TYP.
MATERIAL LEGEND ( SEE DETAILS IN MATERIAL SCHEDULE )
CODE DESCRIPTION COLOR
STU-01
ST-01
PT-02
CMU-01
GL-01
STONE VENEER, STACKED STONE
STUCCO
PAINTING
EXPOSED CMU, TAN/ PRECISION
LAMINATED, FRITTED GLAZING
OFF WHITE
LIGHT BROWN
BRONZE
CREAM
BRONZE
STU-02 STUCCO MEDIUM BROWN
MP-01 METAL PANEL, ANODIZED BRONZE
MTL-01 METAL COATING BRONZE
ODOR CONTROL TOW
EL 29.33'
ST-01
MTL-01STU-02
TYP.
4' - 0"
O1O2
AVG. SITE LEVEL
EL 13.50'
PROP. LINE
15
'
-
1
0
"
4'
-
0
"
11
'
-
4
"
8"
4'
-
0
"
4'
-
6
"
8'
-
6
"
TOW = 22.00'
TOW = 22.00'
TOW = 29.50'TOW = 29.50'
STU-01
8" H METAL
COPING
4" H METAL
COPING, TYP.
2" W METAL
REVEAL, BRONZE
16' - 4"14' - 8"16' - 0"14' - 8"
CONTROL
JOINT, TYP.
STUCCO TO
STONE VENEER
TRANSITION, TYP.
1 2 3
ST-01
??
MTL-01MTL-01 MTL-01
AVG. SITE LEVEL
EL 13.50'
SIDEWALK
2'
-
6
"
10
'
-
6
"
10
'
-
0
"
CANTILEVER SLIDE GATE
SITEWALK RAILING
(TO MATCH EXISTING)
13
'
-
0
"
TOW = 24.00'
TOW = 24.00'
TOW = 22.00'TOW = 22.00'
?PROP. LINE
1'
-
6
"
8'
-
6
"
TOW = 24.67'
A4005
7
4"6' - 3"34' - 8"16' - 0"18' - 0"1' - 8"
CONTROL
JOINT, TYP.
4" H METAL
COPING, TYP.
STUCCO TO
STONE VENEER
TRANSITION, TYP.
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:49 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A2001
BAY BRIDGE PUMP STATION
REPLACEMENT
SITE ELEVATIONS
29864
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/8" = 1'-0"
SITE -SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
SITE -NORTH ELEVATION
MARK DESCRIPTION DATE APPR.
SCALE: 1/8" = 1'-0"
SITE -EAST ELEVATION
SCALE: 1/8" = 1'-0"
SITE -WEST ELEVATION
ROOF (ELEC)
EL 30.00'
GROUND (ELEC)
EL 15.50'
123A
A3001
ROOF (GEN)
EL 29.50'
GROUND (GEN)
EL 14.17'
15
'
-
4
"
6'
-
0
"
14
'
-
6
"
6'
-
0
"
1'
-
0
"
MTL-01
WALL MOUNTED FILL STATIONS.
SEE 'M' DRAWINGS.
1 2
20
'
-
6
"
21
'
-
4
"
6
MP-01
MP-01
STU-01
ST-01
MP-01
MP-01
CMU-01
MTL-01
STU-01
MTL-01
MP-01
?
CONTROL
JOINT, TYP.
MP-01
ST-01
REMOVABLE
PANELS
MTL-01
TYP.
4' - 0"
8'
-
0
"
8"
1'
-
0
"
2'
-
0
"
2'
-
8
"
11
'
-
1
0
"
1'
-
0
"
1'
-
2
"
MTL-01
PT-02
4"
1'
-
0
"
CON-01
CONC. SLAB
EDGE
STONE
WATER TABLE
MTL-01
ROOF (ELEC)
EL 30.00'
GROUND (ELEC)
EL 15.50'
A BA
A3002
6'
-
0
"
14
'
-
6
"
3' - 0"8' - 0"4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"8' - 0"3' - 0"
5'
-
0
"
8"
2'
-
8
"
6'
-
0
"
2'
-
8
"
CMU-01
MTL-01
MP-01
MP-01 1 2 3 4 20
'
-
6
"
CMU-01
STU-01
GL-01
MTL-01
MP-01
MP-01
MTL-01
STU-01
ST-01
TYP.
6' - 0"
1'
-
0
"
8"
MATERIAL LEGEND ( SEE DETAILS IN MATERIAL SCHEDULE )
CODE DESCRIPTION COLOR
STU-01
ST-01
PT-02
CMU-01
GL-01
STONE VENEER, STACKED STONE
STUCCO
PAINTING
EXPOSED CMU, TAN/ PRECISION
LAMINATED, FRITTED GLAZING
OFF WHITE
LIGHT BROWN
BRONZE
CREAM
BRONZE
STU-02 STUCCO MEDIUM BROWN
MP-01 METAL PANEL, ANODIZED BRONZE
MTL-01 METAL COATING BRONZE
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:52 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A2002
BAY BRIDGE PUMP STATION
REPLACEMENT
BUILDING ELEVATIONS 1
29865
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"
ELECTRICAL & GENERATOR ROOM -EAST ELEVATION
SCALE: 1/4" = 1'-0"
ELECTRICAL ROOM -SOUTH ELEVATION
LIGHT FIXTURE TO ALIGN
W/ WINDOW O.C., TYP.
SEE ELEC. DWGS.
CONTROL
JOINT, TYP.
BOLLARDS, TYP.
COLOR TO MATCH
PT-01
MARK DESCRIPTION DATE APPR.
ROOF (ELEC)
EL 30.00'
GROUND (ELEC)
EL 15.50'
1 2A
A3001
ROOF (GEN)
EL 29.50'
GROUND (GEN)
EL 14.17'
15
'
-
4
"
6'
-
0
"
8'
-
0
"
8"
1'
-
0
"
8"
9'
-
0
"
PT-02
4'
-
0
"
11
'
-
8
"
1'
-
0
"
1'
-
4
"
2'
-
8
"
14
'
-
4
"
9 10 5 4 3
14
'
-
6
"
6'
-
0
"
20
'
-
6
"
21
'
-
4
"
MTL-01
STU-01
MTL-01
MP-01
MTL-01
ST-01
STU-01
MTL-01
MP-01
MP-01
MP-01
16" X 8" S.S. BOX
SCUPPER, BRONZEMTL-01 EXP. JT. COVER
DS
ABA
A3002
ROOF (GEN)
EL 29.50'
GROUND (GEN)
EL 14.17'
15
'
-
4
"
6'
-
0
"
ST-01 ST-01
4'
-
0
"
14
'
-
2
"
8"
9'
-
0
"
MP-01
MP-01
7 86
21
'
-
4
"
16" X 8" S.S. BOX
SCUPPER, BRONZE
MTL-01
MP-01
STU-01
16" X 8" S.S. BOX
SCUPPER, BRONZE
ST-01
MTL-01
TYP.
4' - 0"
DOWNSPOUT &
SPLASH BLOCKDOWNSPOUT &
SPLASH BLOCK
MATERIAL LEGEND ( SEE DETAILS IN MATERIAL SCHEDULE )
CODE DESCRIPTION COLOR
STU-01
ST-01
PT-02
CMU-01
GL-01
STONE VENEER, STACKED STONE
STUCCO
PAINTING
EXPOSED CMU, TAN/ PRECISION
LAMINATED, FRITTED GLAZING
OFF WHITE
LIGHT BROWN
BRONZE
CREAM
BRONZE
STU-02 STUCCO MEDIUM BROWN
MP-01 METAL PANEL, ANODIZED BRONZE
MTL-01 METAL COATING BRONZE
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:55 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A2003
BAY BRIDGE PUMP STATION
REPLACEMENT
BUILDING ELEVATIONS 2
29866
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"
ELECTRICAL & GENERATOR ROOM -WEST ELEVATION
SCALE: 1/4" = 1'-0"
ELECTRICAL & GENERATOR ROOM -NORTH ELEVATION
MARK DESCRIPTION DATE APPR.
B
A3003
ODOR CONTROL
GROUND LEVEL
EL 14.00'
ODOR CONTROL TOW
EL 29.33'
15
'
-
4
"
6"
6'
-
2
"
5'
-
2
"
6"
3'
-
0
"
ST-01 ST-01
MTL-01 STU-02 MTL-01
STU-01CMU-01 PT-02
OA OB
8
TYP.
4' - 0"
DECORATIVE
ANODIZED ALUM.
CANOPY
WALL-MOUNTED LIGHT
FIXTURE BEHIND, TYP.
SEE 'E' DRAWINGS.
CONTROL
JOINT, TYP.
2" W METAL
REVEAL, BRONZE
12" H METAL
COPING, BRONZE
TOW = 24.00'
3" H METAL
COPING, TYP.
MTL-01
ODOR CONTROL
GROUND LEVEL
EL 14.00'
ODOR CONTROL TOW
EL 29.33'
15
'
-
4
"
8'
-
0
"
3'
-
0
"
6"
11
'
-
4
"
8"
MTL-01 CMU-01
O1 O2
LIGHT FIXTURE.
SEE 'E' DRAWINGS.
7
A
A3003
TYP.
4' - 0"
CONTROL
JOINT, TYP.
MTL-01
STU-02
?
ST-01
STONE WATER
TABLE
2" W METAL
REVEAL, BRONZE
12" H METAL
COPING, BRONZE
MTL-01 CMU-01
3" H METAL
COPING, TYP.
8
A5002
3" H METAL
COPING, TYP.
MATERIAL LEGEND ( SEE DETAILS IN MATERIAL SCHEDULE )
CODE DESCRIPTION COLOR
STU-01
ST-01
PT-02
CMU-01
GL-01
STONE VENEER, STACKED STONE
STUCCO
PAINTING
EXPOSED CMU, TAN/ PRECISION
LAMINATED, FRITTED GLAZING
OFF WHITE
LIGHT BROWN
BRONZE
CREAM
BRONZE
STU-02 STUCCO MEDIUM BROWN
MP-01 METAL PANEL, ANODIZED BRONZE
MTL-01 METAL COATING BRONZE
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:32:59 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A2004
BAY BRIDGE PUMP STATION
REPLACEMENT
BUILDING ELEVATIONS 3
29867
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"
ODOR CONTROL AREA -SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
ODOR CONTROL AREA -WEST ELEVATION
MARK DESCRIPTION DATE APPR.
ROOF (ELEC)
EL 30.00'
GROUND (ELEC)
EL 15.50'
FOUNDATION LEVEL
EL -22.00'
MEZZANINE LEVEL
EL -5.00'
A B C
A4001
2
14
'
-
6
"
20
'
-
6
"
17
'
-
0
"
52
'
-
0
"
A4003
3
PLATFORM
PLATFORM
A4003
4
A5001
7
A5001
6
OPENING
FOR DRAIN
9
A5001
MIN
.
H
E
A
D
R
O
O
M
6'
-
8
"
2 3/8"
CLR.
2' - 0"
CANTILEVER SILDING
DOOR POCKET
LO
W
P
O
I
N
T
4'
-
0
"
STAIR BEHIND
MIN
.
H
E
A
D
R
O
O
M
6'
-
8
"
METAL CANOPY
MEZZANINE
PLATFORM
002
PUMP ROOM
001
ROOF STAIR
008
STORAGE ROOM
009
RESTROOM
004
PUMP ROOM STAIR
007
5'
-
0
"
4' - 1"
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:00 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A3001
BAY BRIDGE PUMP STATION
REPLACEMENT
BUILDING SECTIONS 1
29868
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"A1002
A PUMP STATION, ELECTRICAL ROOM SECTION1
42" H RAILING
MARK DESCRIPTION DATE APPR.
ROOF (ELEC)
EL 30.00'
GROUND (ELEC)
EL 15.50'
1
14
'
-
6
"
6'
-
0
"
A
A3001
A4001
1
ROOF (GEN)
EL 29.50'
GROUND (GEN)
EL 14.17'
15
'
-
4
"
6'
-
0
"
CLR.
11
'
-
8
"
CL
R
.
13
'
-
6
"
WALL MOUNTED
PANELS. SEE 'E'
DRAWINGS.
20
'
-
6
"
21
'
-
4
"
2'
-
8
"
6'
-
0
"
2'
-
8
"
3'
-
2
"
2'
-
2
"
A5001
10 A4001
3
ROOF
STAIR
9'
-
8
"
8'
-
4
"
ACOUSTIC PANEL
TOW = 32.17'
T/O OVERHANG = 36.00'
T/O OVERHANG = 35.50'
A4005
1
MECH EQUIP.
METAL CURB, TYP.
A5003
6
ELECTRICAL ROOM
003
RESTROOM
004
GENERATOR ROOM
005
ROOF (ELEC)
EL 30.00'
GROUND (ELEC)
EL 15.50'
A BA
A3002
8'
-
8
"
5
14
'
-
6
"
7'
-
4
"
ROOF STAIR
BEHIND
PLATFORM
PLATFORM
9
A5001
ELECTRICAL ROOM
003
RESTROOM
004
PUMP ROOM STAIR
007
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:01 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A3002
BAY BRIDGE PUMP STATION
REPLACEMENT
BUILDING SECTIONS 2
29869
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"A1004
A
ELECTRICAL ROOM & GENERATOR ROOM
SECTION
SCALE: 1/4" = 1'-0"A1004
B RESTROOM SECTION
MARK DESCRIPTION DATE APPR.
A4002
2
ODOR CONTROL
GROUND LEVEL
EL 14.00'
ODOR CONTROL TOW
EL 29.33'
15
'
-
4
"
REMOVABLE ROOF
LOUVERED PANELS
O1O2
7
15
'
-
4
"
A4002
3
11' - 4" FFL
A
A3003
A5002
11
A5002
10
42" H FRP RAILING
TANK
ODOR CONTROL AREA
006
B
A3003
ODOR CONTROL
GROUND LEVEL
EL 14.00'
ODOR CONTROL TOW
EL 29.33'
OA OB
15
'
-
4
"
6"
CONTAINMENT AREA BEHIND
A4002
1
A5002
9
42" H FRP RAILING
TANK
PROPERTY LINE
ODOR CONTROL AREA
006
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:02 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A3003
BAY BRIDGE PUMP STATION
REPLACEMENT
BUILDING SECTIONS 3
29870
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"A1007
B ODOR CONTROL AREA SECTION 2
SCALE: 1/4" = 1'-0"A1007
A ODOR CONTROL AREA SECTION 1
MARK DESCRIPTION DATE APPR.
ROOF (ELEC)
EL 30.00'
GROUND (ELEC)
EL 15.50'
MECH SCREEN (HIGH)
EL 36.00'
14
'
-
6
"
6'
-
0
"
4"1' - 8"
8'
-
8
"
2'
-
8
"
5'
-
4
"
16
'
-
8
"
3'
-
1
0
"
3-COAT CEMENT PLASTER
SYSTEM OVER METAL
LATH OVER FLUID-
APPLIED WRB OVER CMU
STONE VENEER OVER
SCRATCH COAT
STONE WATER
TABLE
ALUM. COMPOSITE
PANELS
CONC. SLAB PER
STRUCTL
METAL TUBE PER
STRUCTURAL
A5001
3
A5002
1
A5001
2
A5001
1
RECESSED
CLEANING PANELS
SEE ELEC DWGS.
ALUM. FRAMED
WINDOW W/
LAMIATED GLAZING
PRECAST HEADER
DECORATIVE
ANODIZED ALUM.
CANOPY
2-PLY SBS
MEMBRANE OVER
RIGID INSULATION
OVER METAL DECK
SLOPPED 2% MIN. TO
DRAIN
6"
ELECTRICAL ROOM
003
FALL PROTECTION ANCHOR
SEE STRUCTL.
DRIP
FLASHING
BACKER ROD
ROOF (ELEC)
EL 30.00'
GROUND (ELEC)
EL 15.50'
A
14
'
-
6
"
4' - 0"
2' - 0"
7'
-
0
"
1'
-
0
"
8"
8'
-
0
"
VA
R
I
E
S
16
'
-
8
"
ALUMINUM
CANOPY
FRP DOOR
ALUMINUM
COMPOSITE
PANELS
A5001
4
A5001
5
A5002
2
8'
-
1
0
"
3' - 8"
2-PLY SBS
MEMBRANE OVER
RIGID INSULATION
OVER METAL DECK
SLOPPED 2% MIN. TO
DRAIN
16" X 8" S.S. BOX
SCUPPER, BRONZE
ROOF OVERHANG
CLADDED W/ ALUM.
COMPOSITE PANELS
ROOF STAIR
008
4'
@
L
O
W
E
S
T
P
O
I
N
T
VA
R
I
E
S
A5001
6 SIM
3-COAT CEMENT
PLASTER OVER
METAL LATH OVER
FLUID-APPLIED WRB
OVER CMU
ROOF (GEN)
EL 29.50'
GROUND (GEN)
EL 14.17'
A5002
3
15
'
-
4
"
ACOUSTIC PANELS
8"
9'
-
0
"
6'
-
0
"
2'
-
4
"
DECORATIVE
ANODIZED ALUM.
CANOPY
ANODIZED ALUM.
ACOUST. LOUVER
2 PLY SBS SELF-
ADHERED SYSTEM
WITH TOP TRAFFIC
COATING SLOPPED 2%
MIN. TO DRAIN
ALUM. COMPOSITE
PANELS
CONC. BASE W/
PAINT FINISH
3-COAT CEMENT
PLASTER OVER
METAL LATH OVER
FLUID-APPLIED WRB
OVER CMU
GENERATOR ROOM
005
A5001
3 SIM
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:03 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A4001
BAY BRIDGE PUMP STATION
REPLACEMENT
WALL SECTIONS 1
29871
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 3/4" = 1'-0"A3002
1 WALL SECTION A
SCALE: 3/4" = 1'-0"A3001
2 WALL SECTION B
MARK DESCRIPTION DATE APPR.
SCALE: 3/4" = 1'-0"A3002
3 WALL SECTION C
ODOR CONTROL
GROUND LEVEL
EL 14.00'
ODOR CONTROL TOW
EL 29.33'
OA
STONE VENNER OVER
SCRATCH COAT
METAL REVEAL6'
-
1
0
"
8'
-
0
"
A5002
7
A5002
6
STONE WATER
TABLE RETURN
ANODIZED ALUM.
LOUVER PANEL
STU-01
8" H ANODIZED
ALUM. COPING,
BRONZE
3-COAT CEMENT
PLASTER OVER
METAL LATH OVER
CMU
ALUM. OVERHEAD
COILING DOOR
ODOR CONTROL AREA
006
ST-01
A5001
2 SIM
ODOR CONTROL
GROUND LEVEL
EL 14.00'
ODOR CONTROL TOW
EL 29.33'
10"
15
'
-
4
"
STONE VENNER OVER
SCRATCH COAT
STONE WATER TABLE
O2
ANODIZED
ALUM. LOUVER
PANEL, TYP.
DECORATIVE
ANODIZED ALUM.
CANOPY
8" H ANODIZED
ALUM. COPING,
BRONZE
2" W EXTRUDED
ALUMINIUM REVEAL
3-COAT CEMENT
PLASTER OVER
METAL LATH OVER
CMU
A5001
2
SIM
A5002
7
SIM
A5002
4
SIM
2' - 0"
8'
-
8
"
1'
-
0
"
5'
-
8
"
A5002
12
ODOR CONTROL AREA
006
WATER REPELLENT ON
EXPOSED 8X8X16 CMU
BLOCK, TAN/ GROUND
ODOR CONTROL
GROUND LEVEL
EL 14.00'
ODOR CONTROL TOW
EL 29.33'
O1
15
'
-
4
"
A5002
5
CONCRETE WALL
PER STRUCTURAL
ANODIZED ALUM.
LOUVER PANEL,
REMOVABLE
3-COAT CEMENT
PLASTER OVER
METAL LATH OVER
CMU
2" W EXTRUDED
ALUMINIUM REVEAL
A5002
12
ODOR CONTROL AREA
006
WATER REPELLENT ON
EXPOSED 8X8X16 CMU
BLOCK, TAN/ GROUND
A4005
2
STONE VENEER OVER
MORTAR SETTING
BED OVER SCRATCH
COAT
A4005
3
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:04 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A4002
BAY BRIDGE PUMP STATION
REPLACEMENT
WALL SECTIONS 2
29872
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 3/4" = 1'-0"A3003
1 WALL SECTION D
MARK DESCRIPTION DATE APPR.
SCALE: 3/4" = 1'-0"A3003
2 WALL SECTION E
SCALE: 3/4" = 1'-0"A3003
3 WALL SECTION F
12
11
10
9
8
7
6
5
4
3
2
1
29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12
UP
UP
UP
151413121110987654321 363534333231302928272625242322212019181716
17 EQUAL TREADS @ 11" MIN.
15' - 7"
LANDING
5' - 0"
2 1
/
2
"
CLR.
3'
-
0
"
2"
2"
CLR.
3' - 0"2 1/2"
11 EQUAL TREADS @ 11" MIN.
10
'
-
1
"
LANDING
5'
-
0
"
3'
-
4
1
/
2
"
3' - 4 1/2"
LANDING
TOP-MOUNTED
RAILING
WALL-MOUNTED
RAILING
WALL-MOUNTED
RAILING
5
A4003
SIM
3
A4003
SIM
1 1/2 FRP GRATING LANDING
PROVIDE 1" WIDE NON-SLIP
CONTRASTING MARKING
STRIPE AT NOSING, TYP.
PROVIDE 1" WIDE NON-SLIP
CONTRASTING MARKING
STRIPE AT NOSING, TYP.
SIDE-
MOUNTED
RAILING
FFL = -15.00'
1 1/2" FRP GRATING TREAD
14 EQUAL TREADS @ 11" MIN.
12' - 10"
LANDING
4' - 0"
20 EQUAL TREADS @ 11" MIN.
18' - 4"
CLR.
3'
-
0
"
2 1
/
2
"
3'
-
5
"
WALL-MOUNTED HANDRAIL
TOP-MOUNTED HANDRAIL
4
A4003
SIM5
A4003
6
A4003
FRP GRATING
PROVIDE 1" WIDE NON-SLIP
CONTRASTING MARKING STRIPE
AT NOSING, TYP.
FFL = 3.54'
ALUM. CHANNEL
STRINGER
CONCRETE FLOOR
11"1"
ALUM. GUARDRAIL
ALUM. CHANNEL
STRINGER
1 1/2" FRP
GRATING TREAD
1 1/2" FRP
GRATING FLOOR
GALV. STL. ANGLE
SUPPORT
1 1/2" FRP GRATING
LANDING
42" H ALUM. TOP MOUNTED
3-RAIL GUARDRAIL W/
HANDRAIL
1 1/2" DIA ALUM.
HANDRAIL
1 1/2" DIA ALUM.
GUARDRAILS
2 5/8"
LANDING
3' - 0"
4 EQ. TREADS @ 11" MIN.
3' - 8"
2 1
/
2
"
3'
-
0
"
2 1
/
2
"
3'
-
5
"
8
A4003
9
A4003
FRP GRATING
14' - 0" FFL
CONC. FLOOR PER
STRTCTRL
1 1/2 FRP GRATING
LANDING
FRP STRINGER
FRP STRINGER & TREAD
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:06 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A4003
BAY BRIDGE PUMP STATION
REPLACEMENT
ENLARGED STAIR & DETAILS 1
29873
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/2" = 1'-0"A1002
2 PUMP STATION LEVEL ALUM. STAIR
SCALE: 1/2" = 1'-0"A1003
1 PUMP STATION MEZZ. LEVEL ALUM. STAIR
SCALE: 1 1/2" = 1'-0"A3001
3 ALUM STAIR TYP DETAIL 1
SCALE: 1 1/2" = 1'-0"A3001
4 ALUM STAIR TYP DETAIL 2
SCALE: 1 1/2" = 1'-0"A4003
5 ALUM. STAIR TYP DETAIL 3
SCALE: 1 1/2" = 1'-0"A4003
6 ALUM. STAIR TYP DETAIL 4
MARK DESCRIPTION DATE APPR.
SCALE: 1/2" = 1'-0"A1007
7 ODOR CONTROL AREA FRP STAIR
SCALE: 1 1/2" = 1'-0"A4003
8 FRP STAIR TO CONC DETAIL
SCALE: 1 1/2" = 1'-0"A4003
9 FRP STAIR LANDING DETAIL
151413121110987654321 25242322212019181716
UP
4321 4 3 2 1
UPUP
A
1
LANDING
4' - 0"
14 EQ. TREADS @ 11" MIN.
12' - 10"
LANDING
4' - 0"
9 EQ. TREADS @ 11" MIN.
8' - 3"5"
WALL-MOUNTED RAILING
4
A4004
3
A4004
5
A4004 TRAFFIC COATING OVER
SEALD CIP CONCRETE
PROVIDE 1" WIDE NON-SLIP
CONTRASTING MARKING
STRIPE AT NOSING, TYP.
FD
FFL = 24.03'FFL = 15.50'
FFL = 15.50'
DRAIN = 15.42'
EDGE OF
CONC.
2
A4004
SIM
MTL. FLASHING
FFL = 29.71'
9"
1'
-
0
"
9"
REINF. CMU
WALL
3X3
RETROFIT
WATERSTOP,
TYP.
CONC. STAIR LANDING
9"9"
ALUM. NOSING W/ ABRASIVE
SURFACES AT TOP LANDING AND
AT EACH TREAD, 4" W MIN.
PROVIDE 1" WIDE
NON-SLIP CONTRASTING MARKING
STRIPE AT NOSING
RIS
E
R
H
E
I
G
H
T
SL
O
P
E
E
A
C
H
T
R
E
A
D
1/8
"
F
O
R
D
R
A
I
N
A
G
E
CIP CONCRETE STAIR,
REINFORCING PER STRUCTRL
11"2"
1/2" RADIUS
2-PLY SBS MEMBRANE
STL. ANGLE
MTL. FLASHING ON
SEALANT BED. TURN UP AT
END WALLS
PROTECTION
BD./INSUL. ON
MTL DECK
2 1
/
2
"
4"
1 1
/
2
"
8"
9"
TREAD SPACING 11" UNO
1/2" RADIUS
ALUMINUM NOSINGS WITH
7"
R
I
S
E
R
U
N
O
WIDE MINIMUM
ABRASIVE SURFACES, 4"
#5 TYP.
3 EQ. TREADS @ 11" MIN.
2' - 9"
PLATFORM
12' - 0"
3 EQ. TREADS @ 11" MIN.
2' - 9"
CLR.
4'
-
0
"
FRP GRATING
TOP MOUNTED
ALUM.
GUARDRAIL
(TYP.)
FRP TREADS W/
NON-SLIP NOSING
(TYP.)
ALUM.
HANDRAIL
(TYP.)
FRP GRATING TREAD
7"
M
A
X
.
11"
1/2"
MIN. 12" CHANNEL
ALUM. STRINGER
SIDE MOUNTED
RAILING
FRP GRATING
PLATFROM
12" MIN. PLATFORM
STRUCTURE
MIN. 4"X4" ALUM
POST AND 3/8"
THICK BASE PLATE
3/8" THICK
BASE PLATE
DETAILS AND
CONNECTIONS PER
STAIR MANUFACTURER
2-5/8" Ø A307 BOLTS MIN.
4 E
Q
.
R
I
S
E
R
@
7
"
M
A
X
.
2'
-
0
"
42" H ALUM. RAILING
W/ HANDRAIL,
SIDE MOUNTED
FRP STRINGER
MTL-01
PT-02
MAX.
4' - 0"
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:07 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A4004
BAY BRIDGE PUMP STATION
REPLACEMENT
ENLARGED STAIR & DETAILS 2
29874
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/2" = 1'-0"A1004
1 CIP CONCRETE ROOF STAIR
SCALE: 1 1/2" = 1'-0"A4004
4 CONC STAIR & LANDING
SCALE: 1 1/2" = 1'-0"A4004
3 CONC STAIR LANDING DETAIL 2
SCALE: 1 1/2" = 1'-0"A4004
5 CONC STAIR LANDING DETAIL 1
SCALE: 1 1/2" = 1'-0"A4004
2 CIP CONCRETE STAIR & ROOF DETAILCONC STAIR NON-SLIP NOSING DETAIL6
MARK DESCRIPTION DATE APPR.
SCALE: 1/4" = 1'-0"A1004
7
SWITCHBOARD FRP PLATFORM & STAIR
(REMOVABLE)
8'
-
0
"
4"
PE
R
S
T
R
U
C
T
R
L
3"
MTL-01
6063 T6 AL 1"X6"-0.100" T&G
SLAT INFILL
MORTICE LOCKSET W/ SS
HANDLES
(2) S.S. CANE BOLT
MOUNT TO BASE OF
GATE AND CORE STRIKE
HOLES 3" DEEP ANCHOR
INTO 12" SQ. CONCRETE
POUR
TYP.
6"
4"2"11' - 6"11' - 6"2"4"V.I.F.
24' - 0"
MTL-01
1'
-
6
"
1' - 0"
6"
6"
(2) HEAVY DUTY
GATE WHEEL PER
CONTRACTOR
(2) 4"X4"X1/4" STL GATE
POST W/ 1/4" THK STL
PLATE CAP. PAINT TO
MATCH FRAME
6063 T6 AL 3"X2"X1/4" U-
CHANNEL INFILL PANEL
FRAME FACE-MOUNTED
(6) WELD-ON HEAVY DUTY
BARREL HINGE. PAINT TO
MATCH FRAME
PER CODE
3'
-
0
"
6063 T6 AL 3"X2"X1/4" GATE
FRAME BEHIND
3"
4"
10
'
-
0
"
MTL-01
6063 T6 AL 1"X6"-0.100"
T&G SLAT INFILL
MORTICE LOCKSET W/
SS HANDLES
TY
P
.
6"
(8) WELD-ON HEAVY
DUTY BARREL HINGE.
PAINT TO MATCH FRAME
PE
R
S
T
R
U
C
T
R
L
4"2"11' - 6"11' - 6"2"4"V.I.F.
24' - 0"
6"
6"
1'
-
6
"
1' - 0"
MTL-01
(2)S.S. CANE BOLT
MOUNT TO BASE OF
GATE AND CORE STRIKE
HOLES 3" DEEP ANCHOR
INTO 12" SQ. CONC POUR
PE
R
C
O
D
E
3'
-
0
"
(2)HEAVY DUTY
GATE WHEEL PER
CONTRACTOR
(2)4"X4"X1/4" THK STL
GATE POST W/ 1/4" THK
STL PLATE CAP. PAINT
TO MATCH FRAME
6063 T6 AL 3"X2"X1/4" U-
CHANNEL INFILL PANEL
FRAME FACE-MOUNTED
6063 T6 AL 3"X2"X1/4"
GATE FRAME BEHIND
10' - 0"
R.O.
18' - 0"
9'
-
0
"
4"
28' - 0"
CONC.
FOUNDATION PER
MANUF. SPECS
ALUMN. FRAME
SS BOTTOM
TRACK
MTL-01
STANDARD
CARRIAGE
WALL MOUNTED
TOP GUIDE
WALL-MOUNTED
GATE RECEIVER
WALL-MOUNTED
BOTTOM END CUP
10
'
-
0
"
GROUND FINISH
PER CIVIL DWGS
MORTICE
LOCKSET W/ SS
HANDLES
ADJ. WALL
6063 T6 AL 3"X2"X1/4" U-
CHANNEL INFILL PANEL
FRAME FACE-MOUNTED
PE
R
C
O
D
E
3'
-
0
"
TYP.
6"
6063 T6 AL 1"X6"-0.100"
T&G SLAT INFILL
6063 T6 AL 3"X2"X1/4" GATE
FRAME BEHIND
V.I.F.
24' - 0"
CANE BOLT ANCHOR
SLEEVE @ OPEN
POSITION IN 12" SQ.
CONC POUR
4"X4"X1/4" THK STL GATE
POST W/ 1/4" THK STL
PLATE CAP.
A4005
8
V.I.F.
24' - 0"
CANE BOLT ANCHOR
SLEEVE @ OPEN POSITION
IN 12" SQ. CONC POUR
4"X4"X1/4" THK STL GATE
POST W/ 1/4" THK STL
PLATE CAP.
A4005
8
R.O.
18' - 0"31' - 5"
2' - 0"
2'
-
0
"
7' - 7"
CONC. FOUNDATION
PER MANUF. SPECS
WALL-MOUNTED
GATE RECEIVER &
BOTTOM END CUP
A4005
8
OFF PROPERTY PROJECT SIDE
3" H ALUM COPING,
BRONZE
WATER REPELLENT ON
EXPOSED 8X8X16 CMU
BLOCK, TAN/ GROUND
VA
R
I
E
S
EARTH
TOW EL VARIES
PER SITE PLAN
FG VARIES
FG VARIES
WEEP SCREED
18
"
M
I
N
PE
R
E
N
G
.
PER ENG.
PROPPERTY LINE
2" MIN. TO CMU BLOCK
VARIES
CMU BLOCK GROUT
SOLID , REINFORCING
PER STRUCTRL
CONCRETE FOOTING
PER STRUCTRL
RETAINING WALL
PER STRUCTRL
A4005
4
A4005
2
3-COAT CEMENT PLASTER
FINISH (OR THIN STONE VENEER
OVER SCRACH COAT) OVER
METAL LATH OVER CMU.
WALL FINISH PER ELEVATIONS.
A4005
3
4"
T
Y
P
.
FRT WOOD
BLOCKING
ALUM. COPING W/
CONT. CLEAT, SLOPE
TO DRAIN
3-COAT CEMENT PLASTER FINISH
(OR THIN STONE VENEER OVER
SCRACH COAT) OVER METAL LATH
OVER CMU. SEE ELEVATIONS
REINF. PER STRUCTRL
J MOLDING
4"
M
I
N
.
WEEP
SCREED
EARTH
3-COAT CEMENT PLASTER FINISH
(OR THIN STONE VENEER OVER
SCRACH COAT) OVER METAL LATH
OVER CMU. SEE ELEVATIONS
REINF. PER STRUCTRL
UNFINISHED
GRADE SRF.
3-COAT CEMENT PLASTER FINISH
OVER METAL LATH ON CMU.
REINF. PER STRUCTRL
THIN STONE VENEER OVER SCRACH
COAT OVER METAL LATH ON CMU.
GSM FLASHING
J MOLDING
JOINT SEALANT
4"X4"X1/4" THK STL GATE
POST W/ 1/4" THK STL
PLATE CAP. PAINT TO
MATCH FRAME
4"2"3"
4"
2"
2"
6063 T6 AL
3"X2"X1/4" GATE
FRAME BEHIND
6063 T6 AL 3"X2"X1/4" U-
CHANNEL INFILL PANEL
FRAME FACE-MOUNTED
6063 T6 AL
1"X6"-0.100" T&G
SLAT INFILL
WELD-ON HEAVY
DUTY BARREL HINGE.
PAINT TO MATCH
FRAME
PROPERTY SIDE
OFF PROPERTY
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:09 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A4005
BAY BRIDGE PUMP STATION
REPLACEMENT
ENLARGED SITEWORK & DETAILS
29875
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1/4" = 1'-0"A2001
6 SOUTH GATE -SWING
SCALE: 1/4" = 1'-0"A2001
5 NORTH GATE -SWING
SCALE: 1/4" = 1'-0"A2001
7 WEST GATE -CANTILEVER SLIDE
MARK DESCRIPTION DATE APPR.
SCALE: 3/4" = 1'-0"A3002
1 PERIMETER WALL, TYP.
SCALE: 1 1/2" = 1'-0"A4005
4 TOP OF WALL
SCALE: 1 1/2" = 1'-0"A4002
2 GRADE CONDITION
SCALE: 1 1/2" = 1'-0"A4002
3 PLASTER/ STONE TRANSITION
SCALE: 1" = 1'-0"A4005
8 GATE ASSEMBLY DETAIL
2.0%
2-PLY SBS
GRANULE
MEMBRANE
SOLID GROUTED
CMU LINTEL BLOCK
COURSE
CMU
METAL LATH
FRT WOOD
NAILER
ALUMINUM
COMPOSITE METAL
PANEL
ALUM. COPING W/
CONT. CLEAT, SLOPE
TO DRAIN
ALUM RT PER
STRUCTRL
DRIP WEEP
VA
R
I
E
S
8"
4"
4"
2'
-
9
"
6"
2' - 0"
8"
1' - 6"
2"
TOW
TY
P
.
4"
ALUM. EXTRUS.
WALL MOUNTED
METAL CANOPY
1'
-
0
"
2' - 0"
4"
ALUM WF PER
STRUCTRL
METAL LATH
FLUID APPLIED WRB
REINFORCING
PER STRUCTRL
WEEP SCREED
STONE VENEER OVER
SCRATCH COAT
BACKER ROD
CONC. BASE IN PAINT
FINISH TO MATCH ADJ.
SLURRY FILL
2"
M
I
N
.
FALL PROTECTION
ANCHOR
SEE STRUCTL.
CONC. SRF.
3" X 6" PRECAST STONE
WATERTABLE BANDING, TAN
STONE VENEER OVER
MORTAR SETTING
BED OVER SCRATCH
COAT
GSM FLASHING
DRIP EDGE
RECESSED ELECTRICAL
PANEL FLUSH W/
STUCCO FACE, TYP.
SEE ELECT DWGS
SEALANT OVER
BACKER ROD
SEALANT OVER
BACKER ROD
8"
STL L ANGLE
DRIP FLASHING
J MOLDING
16" X 8" S.S. BOX
SCUPPER, BRONZE
CEMENT PLASTER
ALUM. COPING W/
CONT. CLEAT, SLOPE
TO DRAIN
2-PLY SBS MEMBRANE
SYSTEM
METAL LATH
8"
1' - 6"ALUM COMPOSITE
METAL PANEL
DRIP WEEP
VA
R
I
E
S
4"
6"
4"
8"
1'
-
8
"
2' - 0"
2"
TOW
ALUM RT PER
STRUCTRL
ALUM WF PER
STRUCTRL
CIP CONCRETE
PLATFORM
SEE STRUCTURAL
2.1%
42" H TOP MOUTED
ALUM. RAILING
SLURRY FILL
4"4"
4 1
/
2
"
STONE VENEER OVER
MORTAR SETTING
BED OVER SCRATCH
COAT
METAL LATH
J MOLDING
42" H ALUM. SIDE OFFSET
SIDE MOUNTED 3-RAIL
GUARDRAIL
6"
ALUM.
HANDRAIL
2-PLY SBS
MEMBRANE SYSTEM
METAL EXPANSION
JOINT COVER W/
LOW PROFILE
METAL COPING
ALUM. WALL
MOUNTING
BRACKET
2" MIN.
42" H ALUM. SIDE OFFSET
SIDE MOUNTED 3-RAIL
GUARDRAIL
ALUM.
HANDRAIL
2-PLY SBS
MEMBRANE SYSTEM
ALUM. COPING W/
CONT. CLEAT, SLOPE
TO DRAIN
BEAM SUPPORT PER STRUCTRLMETAL DECK PER STRUCTRL
3'
-
1
"
45
"
40
"
CMU WALL
BEHIND
EXPOSED
CMU BLOCK
ALUM. WALL
MOUNTING
BRACKET
2" MIN.
6"
PER MANUF.
11"
METAL
COPING
7"
M
A
X
.
ALUM. SLIDE PLATE
COVER W/ SLIP
RESISTANT PROFILE
2-PLY SBS
GRANULE
MEMBRANE
COVER BOARD
RIGID INSULATION
1'
-
0
"
4' - 0"
DRIP-WEEPS
3 5/8" METAL STUDS @
16" O.C. MAX.
ACMP
MOUNTING PLATE
SOLID GROUTED
CMU
SEALANT OVER
BACKER ROD
CEMENT PLASTER
LIGHTING FIXTURE
REF. TO ELEC. DWG
2' - 0"2' - 0"
CMU
ALUM. EXTERIOR
JOINT COVER
JOINT FILLER
CEMENT PLASTER
METAL LATH
AIR/WATER BARRIER
CMU
ALUM. EXTERIOR
JOINT COVER
JOINT FILLER
6"
6"
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:10 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A5001
BAY BRIDGE PUMP STATION
REPLACEMENT
ARCHITECTURAL DETAILS 1
29876
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1 1/2" = 1'-0"A4001
3 TOP OF WALL -SOUTH
SCALE: 1 1/2" = 1'-0"A4001
1 CONDITION AT GRADE
SCALE: 1 1/2" = 1'-0"A4001
2 STONE WATER TABLE
SCALE: 1 1/2" = 1'-0"A4001
5 TOP OF WALL -WEST & EAST
SCALE: 1 1/2" = 1'-0"A3001
6 RAISED PLATFORM EDGE
SCALE: 1 1/2" = 1'-0"A3002
10 EXPANSION JOINT @ ROOF PARAPET
SCALE: 1 1/2" = 1'-0"A3001
7 CMU WALL -ROOF PARAPET ABOVE STAIR
SCALE: 1 1/2" = 1'-0"A3001
9 EXPANSION JOINT @ ROOF CURB
SCALE: 1 1/2" = 1'-0"A4001
4 METAL CANOPY
SCALE: 1 1/2" = 1'-0"
8 EXPANSION JOINT @ WALLS
MARK DESCRIPTION DATE APPR.
2°
HSS 14X4X1/4. SEE
STRUCTRL FOR
DETAILS
ALUM. COPING W/
CONT. CLEAT, SLOPE
TO DRAINALUM. EXTRUS.
LOUVER PANEL W/
BIRD SCREEN,
REMOVABLE
CO
P
I
N
G
E
X
T
E
N
D
E
R
8"
3-COAT CEMENT
PLASTER OVER
METAL LATH OVER
CMU
15'-0" R.O. OPENING
2' - 0"
1'
-
0
"
4"
WALL MOUNTED
PER MANUF. REQ.
ALUM. EXTRUS.
WALL MOUNTED
METAL CANOPY
SOLID GROUTED
CMU
3-COAT CEMENT
PLASTER OVER
METAL LATH OVER
CMU
DRIP/ VENT
SCREED
CO
P
I
N
G
E
X
T
E
N
D
E
R
8"
3-COAT CEMENT
PLASTER OVER
METAL LATH OVER
CMU
ALUM. COPING W/
CONT. CLEAT, SLOPE
TO DRAIN
ALUM. EXTRUS.
LOUVER PANEL W/
BIRD SCREEN, TYP.
REVEAL
2"
R
E
V
E
A
L
SHEET METAL REVEAL
CEMENT PLASTER
METAL LATH
CMU
FLUID-APPLIED
AIR/WATER
BARRIER
CEMENT PLASTER
METAL LATH
CMU
FLUID-APPLIED
AIR/WATER
BARRIER
SHEET METAL
CONTROL
JOINT
CONTROL JOINT
ALUM. EXTRUS.
LOUVER PANEL W/
BIRD SCREEN, TYP.
10
"
4"
6"
HSS 4X4X1/4
DIAGONAL BRACING
BEHIND
HSS 14X4X1/4
BEHIND
ALUM. EXTRUS.
LOUVER PANEL W/
BIRD SCREEN, TYP.2"1/4"4"1/4"2"
REINFORCED
CMU LINTEL
WINDOW SYSTEM
WITH EXTERNAL
COMPENSATION
CHANNEL
CMU BLOCK
CEMENT
PLASTER
INTERIOREXTERIOR
HEAD
SILL
7-1/2"X2" PRECAST
CONC. LINTEL, TAN
3-COAT CEMENT
PLASTER OVER
METAL LATH OVER
FLUID-APPLIED WRB
OVER CMU
DRIP FLASHING
STL L ANGLE
DRIP FLASHING
7/8"
CEMENT PLASTER
8 3/4" FRP FRAME WITH 1"
BACKBENDS FOR
INSTALLATION OF BACKER
AND SEALANT
AIR/WATER BARRIER
SEALED TO HM
FRAME FOR CONT
AIR BARRIER
INTERIOREXTERIOR
FACE OF DOOR FRAME
BEYOND -ALIGNS W/ EDGE
OF BUILDING SLAB
S.S. L2X2X3/16 CONTINUOUS
ACROSS DOOR OPENING W/
1/2" DIA.(4") AB @ 24" MAX. (2
MIN. PER PIECE)
1/2
"
INTERIOR EXTERIOR
BIRD SCREEN
BEHIND
3-COAT CEMENT
PLASTER OVER
METAL LATH OVER
FLUID-APPLIED WRB
OVER CMU
J MOLDING
DRIP FLASHING
ANODIZED ALUM.
ACOUST. LOUVER
CONC. SRF.
MIN
.
2"
STONE VENEER OVER
SCRATCH COAT
WEEP SCREED
GSM FLASHING
JOINT SEALANT
9'
-
0
"
CMU LINTEL REINF.
PER STRUCTRL
STL L ANGLE
6"
CEMENT
PLASTER
METAL
LATH
AIR/WATER
BARRIER
CMU
8 3/4" FRP FRAME
WITH 1" BACKBENDS
FOR INSTALLATION
OF BACKER AND
SEALANT
EDGE OF BUILDING
SLAB AND THRESHOLD
BELOW
AIR/WATER BARRIER
SEALED TO FRP FRAME
FOR CONT AIR BARRIER
7/8"7/8"7 5/8"
CEMENT
PLASTER
CMU
WINDOW SYSTEM
WITH EXTERNAL
COMPENSATION
CHANNEL
DRIP EDGE
BELOW
JAMB
HSS 14X4X1/4. SEE
STRUCTRL FOR
DETAILS
2"
4"
10
"
TOP OF CMU
WALL BEHIND
LINE OF METAL
COPING BEHIND
TOW = 29.33'
TOS = 29.17'
STEEL L ANGLE
HSS 4X4X1/4
DIAGONAL BRACING
BEHIND
INSULATING
GASKET
INSULATING BUSH
ALUM. EXTRUS.
LOUVER PANEL W/
BIRD SCREEN, TYP.
2X4 ALUM. EXTRUS.
2"1/4"4"1/4"2"
HSS 14X4X1/4. SEE
STRUCTRL FOR
DETAILS
STEEL L ANGLE
HSS 4X4X1/4
DIAGONAL BRACING
BEHIND
INSULATING
GASKET
INSULATING BUSH
1'
-
2
"
4"
6"
4"
ALUM. EXTRUS.
LOUVER PANEL W/
BIRD SCREEN,
REMOVABLE
ALUM. EXTRUS.
LOUVER PANEL W/
BIRD SCREEN, TYP.
2X10 ALUM. EXTRUS.
2X4 ALUM. EXTRUS.
STEEL L ANGLE
4X4 ALUM. DIAG.
BRACING BEHIND
2"1/4"4"1/4"2"
HSS 14X4X1/4. SEE
STRUCTRL FOR
DETAILS
INSULATING
GASKET
INSULATING PAD
2X10 ALUM. EXTRUS.
STEEL L ANGLE
2X4 ALUM. EXTRUS.
ALUM. EXTRUS.
LOUVER PANEL W/
BIRD SCREEN,
REMOVABLE
LIFTING ANCHOR
BEHIND
4X4 ALUM. DIAG.
BRACING BEHIND
4"
6"
4"
2"1/4"4"1/4"2"
ALUM. EXTRUS.
LOUVER PANEL W/
BIRD SCREEN,
REMOVABLE
1'
-
2
"
CEMENT
PLASTER
METAL
LATH
AIR/WATER
BARRIER
CMU
AIR/WATER
BARRIER SEALED
TO ACOUSTIC
LOUVER FRAME
FOR CONT AIR
BARRIER
7/8"
J MOLDING
6"
3"
FLASHING
BELOW
PREFAB CONC.
WATER TABLE
ANODIZED
ALUM. ACOUST.
LOUVER
STL L ANGLE
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:12 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A5002
BAY BRIDGE PUMP STATION
REPLACEMENT
ARCHITECTURAL DETAILS 2
29877
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SCALE: 1 1/2" = 1'-0"A4002
5 REMOV. LVR. PNL. @ TOW
SCALE: 1 1/2" = 1'-0"A4002
4 ALUM. CANOPY
SCALE: 1 1/2" = 1'-0"A4002
6 COILING DR LINTEL
SCALE: 1 1/2" = 1'-0"A4002
7 TYP. LVR. PNL. @ TOW
SCALE: 12" = 1'-0"A4002
12 PLASTER JOINTS & REVEALS
SCALE: 1 1/2" = 1'-0"A3003
9 TYP. LOUVER PNL. @ HSS 2
SCALE: 1 1/2" = 1'-0"A4001
1 WINDOW HEAD, SILL & JAMB
SCALE: 1 1/2" = 1'-0"A4001
2 DOOR HEAD, SILL & JAMB
SCALE: 1 1/2" = 1'-0"A4001
3 ACOUST. LOUVER DETAILS
SCALE: 1 1/2" = 1'-0"A3003
11 TYP. LOUVER PNL. @ HSS 1
SCALE: 1 1/2" = 1'-0"A3003
10 REMOV. LVR. PNL. @ HSS 1
SCALE: 1 1/2" = 1'-0"A2004
8 REMOV. LVR. PNL. @ HSS 2
MARK DESCRIPTION DATE APPR.
2-PLY STYRENE-BUTADIENE-
STYRENE (SBS) SYSTEM
MIN. 1/2" COVERBOARD,
ADHERED
RIGID TAPERED INSULATION
SET IN ADHENSIVE
METAL DECK PER
STRUCTURAL
REFER TO DETAIL 1 FOR TYPICAL
ROOFING ASSEMBLY
NOTES:
1. PENETRATIONS SHOULD HAVE A RECOMMENDED 12" OF CLEARANCE ON ALL SIDES
FROM WALLS, CURBS AND OTHER PROJECTIONS.
2. PENETRATIONS SHOULD BE RIGID, ROUND OR SQUARE TUBE AND EXTEND
PERENDICULAR FROM THE SURFACE OF THE ROOF.
3. THIS DETAIL IS TO BE USED ONLY WHEN A PREMANUFACTURED FLASHING
MEMBRANE CANNOT BE USED.
DUCT WORK AS REQUIRED -
DUCT WORK AND JOINTS TO
BE COMPLETELY WATERTIGHT
(TYPICAL)
CAP SUPPORTS AS
REQUIRED TO CREATE
COMPLETELY WATERTIGHT
SUPPORTS (TYPICAL)
NOTES:
1. DUCT SUPPORT DETAIL PROVIDED AS AN
EXAMPLE. COORDINATE DUCT SIZE, SUPPORT
REQUIREMENTS, WIND UPLIFT/ RESISTANCE
REQUIREMENTS, ETC.
REFER TO DETAIL 1 FOR TYPICAL
ROOFING ASSEMBLY
CURB MOUNTED
ROOFTOP EQUIPMENT
CONTINUOUS SEALING
GASKETING MATERIAL
PREFABRICATED METAL
ROOFCURB
NOTES:
1. THIS DETAIL IS TO BE USED AT ROOFTOP EQUIPMENT DESIGNED TO REST ON A CURB.
2. THE ROOFTOP EQUIPMENT SHOULD NOT BE SET UNTIL ROOF MEMBRANE WRAPS TOP OF
PREFABRICATED CURB.
3. ATTACHMENT OF ALL BLOCKING, CURBS & OTHER ROOF COMPONENTS SHALL BE
DESIGNED AND INSTALLED PER ALL FMG CRITERIA AT MINIMUM.
4. COORDINATE TAPERED INSULATION SYSTEM/ FLOW LINES OF SLOPED SUBSTRATES WITTH
CURBS SUCH THAT WATER FLOW IS DIRECTED AROUND THE UNIT AND POSITIVE DRAINAGE IS
ACHIEVED IN ALL LOCATIONS.
INSULATED PREFABRICATED
METAL CURB
NOTES:
1. PORTABLE PIPE HANGERS (MODEL PP10 W/STRUT SHOWN FOR ONE
POSSIBLE EXAMPLE) OR EQUAL. COORDINATE REQUIRED SUPPORT TYPE
AND SIZE WITH PIPING OR OTHER MATERIAL TO BE SUPPORTED.
FINISHED GRADE
POWDER COATED
S.S DOWNSPOUT
MEMBRANE ROOF
WOOD BLOCKING
METAL DECK
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:13 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A5003
BAY BRIDGE PUMP STATION
REPLACEMENT
ARCHITECTURAL DETAILS 3
29878
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
ROOFING CROSS SECTION1
EXAMPLE CRICKET & SADDLE LAYOUT2
ROOF DRAIN3
PENETRATION FLASHING4
DUCT SUPPORT5
A3002
FLASHING AT PREFAB. METAL CURB6
PIPE SUPPORT8
DOWNSPOUT & SPLASH BLOCK7
MARK DESCRIPTION DATE APPR.
DUCT THRU ROOF DETAIL9
4"
6"MIN
1/2"
1/4"MAX
2"
RUBBER
SYNTHETIC
CAULK WITH
#4 (13)
NON-SHRINKGROUT
ON ALL POSTS1/8"∅ AIR VENT
HAIRPIN BARS
#3 (10)
FORM W/ 2 1/2"
PLASTIC PIPE
SLEEVE OR
STYROFOAM
INSERT 4" TYP.
1/2"
ALUM
PLATE
1/2" ⌀SST
ADHESIVE
ANCHOR HIT-HY
200 OR EQUAL W.
4" EMBEDMENT
AND NEOPRENE
WSHER 24
"
2"
7/8
"
2 8
5
/
8
"
7/8
"
3 1/2"*
REMOVEABLE RAILING DETAIL
NTS
TOP MOUNTING DETAIL
NTS
3-RAIL RAILING ELEVATION
NTS
TOP MOUNTED GRATING
NTS
STRINGER MOUNTING DETAIL
SCALE: 1 1/2" = 1'-0"
HANDRAIL MOUNTING DETAIL
NTS
HANDRAIL END PLATE
NTS
(TYPE 316) THRU-BOLT
(TYPE 316) THRU-BOLT
EDGE OF GRATING1/2" DIA. S.STL.
GRATING
6"x 6"x 3/4" PLATE
TOE BOARD
1/2" DIA. S.STL.
1/4" BASE PLATE
RAILING POST
1/4" BASE PLATE
TOE BOARD
REINFORCING BAR
1_2"
24
"
8"
11_2"
23_4"
1'
-
0
"
6"
6"
3"
41_4"
1'-1"
1'-1"
3"
41_4"
1'-1"
41_4"
41_4"
6"
7
5
1
3
4
8
9
RAILING POST
REINFORCING BAR
ANGLE FLANGE
3/8" DIA S ST BOLTS
SECTION
SECTIONAL PLAN
2-#3 (10) HAIRPINS
HAIRPIN REINF
3/16
COVER PL
LEDGE FOR
HANDRAIL
REMOVABLE
POST
1/4"x 3"⌀
ALUM PL
3/16
ALUM PIPE
SCHEDULE 40
ALUM PIPE
SCHEDULE 40
2"⌀
2 1/2"⌀
FLOOR FLANGE
1 1/2" DIA. RAILING
REINFORCING BAR
5/8"⌀ST STL
ADHESIVE ANCHORS
HIT-HY 200 OR EQUAL
W/4" EMBEDMENT
ALUM.
GUARDRAIL
ALUM.
TOEBOARD
1 1/2" DIA RAILING
BRACKET
3 1/2" MAX
1 1/2" MIN
3/8" DIA ANCHORS
POST
ELEVATION PLAN
6"
T
Y
P
.
4" TYP.
4"
1' - 0"
3'
-
6
"
EQ
EQ
EQ
5' - 0" MAX.4" MAX.
ALUM.
HANDRAIL
2'
-
1
0
"
1/
4
"
4"
6" TYP.
3/4" TY P.
1'-
6
"
3'-4
"
2'-2"
9"9"
1'-4"
M
I
N
7 5/
8
"MIN
4 -3/8"
REINFORCING BAR
FASCIA FLANGE
TOE BOARD
RAILING
DIA. BOLTS
TOEBOARD STRAP DETAILS
TOEBOARD SUPPORT DETAILS
SIDE MOUNTED TO STEEL POST
SECTION ELEVATION
10
11
2
EXISTING OR
NEW GUARDRAIL
POST
ALUM
TOEBOARD
ALUM
TOEBOARD
EXISTING OR NEW
GUARDRAIL POST
SECTIONPLAN
ALUM
TOE BOARD
5/8" DIA ST STL
ADHESIVE ANCHOR
HIT-HY 200 OR EQUAL
W/4" EMBEDMENT AND
NEOPRENE WASHER
ALUM BENT PLATE
2 1/4" X 5" X 1/4"
EDGE OF
CONC
ATTACHMENT
OF TOEBOARD
TO POST PER
MANUFACTURERS
STANDARD
3/8"
1'-2"
1'-2"
1'-2"
3'-6"
1/
4
"
6"
2'-0"
4"
4 1/2"
3 1/2"
NTS
SECTIONPLAN
NTS NTS
2'
-
1
0
"
ALUM.
HANDRAIL
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:14 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A5004
BAY BRIDGE PUMP STATION
REPLACEMENT
ARCHITECTURAL DETAILS 4
29879
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
EMBEDDED POST6
MARK DESCRIPTION DATE APPR.
WALL & PARTITION TYPES
FL
A
G
G
E
D
ME
T
A
L
F
R
A
M
E
L
STRUCT
TYPICAL
STUD SIZE SUFFIX / WIDTH CHART
SUFFIX
L1
STUD SIZE TOTAL WIDTH
6"7 1/4"
NON-RATED
STC: N/A
CLG
FLR
SEALANT (NO
AIR LEAKAGE)
MTL STUDS PER
SCHEDULE
5/8" GYP BD. EA. SIDE
SEALANT
V
WALL FURRING
STUD SIZE SUFFIX / WIDTH CHART
SUFFIX STUD SIZE TOTAL WIDTH
V1
STRUCT
CLG
FLR
MTL STUDS PER
SCHEDULE
5/8" GYPSUM
BOARD
SEALANT
6"6 5/8"FL
A
G
G
E
D
CO
N
C
R
E
T
E
W X
CMU
STUD SIZE SUFFIX / WIDTH CHART
SUFFIX BLOCK WIDTH
W1
W2
8" (WITH 7/8" PLASTER OR STONE
VENEER APPLIED ON EXTERIOR SIDE)
STRUCT
CLG
FLR
STRUCT
SEALANT (NO
AIR LEAKAGE)
SEE STRUCT.
DRAWINGS FOR
WALL BRACING
MORTAR
JOINT
CMU
8"
STUD SIZE SUFFIX / WIDTH CHART
X1
SUFFIX TOTAL WIDTH
CAST IN PLACE
CONCRETE WALL
8" CONC CURB
10" (WITH 7/8" PLASTER OR STONE
VENEER APPLIED ON EXTERIOR SIDE)
FLR
SEALANT (NO
AIR LEAKAGE)
FINISH
V2 8"8 5/8"
FLOOR ASSEMBLY TYPES
FL- 01
TYP. SEALED CONCRETE FLOOR
TOTAL DEPTH =SEE STRUCTURAL
VA
R
I
E
S
CAST-IN PLACE
CONCRETE
FL- 02
CAST-IN PLACE
CONCRETE
VA
R
I
E
S
CONCRETE SEALER TRAFFIC COATING
CONCRETE FLOOR W/ TRAFFIC
COATING
TOTAL DEPTH =SEE STRUCTURAL
ROOF ASSEMBLY TYPES
RF - 01
(2) LAYERS OF 2" POLYISO
INSULATION W/ STAGGERED
JOINTS
1/2" HD POLYISO
PROTECTION BOARD
2-PLY SBS GRANULE
MEMBRANE SLOPPED
2% MIN. TO DRAIN
METAL DECK &
STEEL BEAM PER
STRUCTRL
METAL DECK
4.5" TYP.
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:14 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A6001
BAY BRIDGE PUMP STATION
REPLACEMENT
WALL, ROOF, FLOOR TYPES &
ASSEMBLIES
29880
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
MARK DESCRIPTION DATE APPR.
FFL
A B C OVERHEAD COILING DOOR
3' - 0"
3' - 4"
8'
-
0
"
7'
-
1
0
"
AA
8'
-
0
"
7'
-
1
0
"
5' - 8"
6' - 0"
2"3' - 0"2"
3 EQ. LOUVER PANELS
8' - 6"2"
9'
-
0
"
8'
-
1
0
"
R.O.
12' - 0"
R.O
.
8'
-
0
"
D
3' - 4"
TO
P
O
F
C
M
U
W
A
L
L
8'
-
0
"
R
.
O
.
SOLID
TRANSOM
PANEL
LE
A
F
7'
-
0
"
3' - 0"
12' - 0"
REMOVABLE
PANELS
LOUVERED
DOOR
E
3' - 0"
3' - 4"
8'
-
0
"
7'
-
1
0
"
FIBERGLASS BOTTOM
LOUVER W/ MIN. 0.28
SF FREE AREA
DOOR SCHEDULE ABBREVIATIONS:
CR = CARD READER
DC = DIRECT CURRENT
PEH = PANIC EXIT HARDWARE
LV = LOUVER PANEL
LOUVER & DOOR COMB. W/
REMOVABLE PANELS
A B
8'-
8
"
T
Y
P
.
2'
-
8
"
8' - 0"
8'-
8
"
T
Y
P
.
2'
-
8
"
6' - 0"
9'
-
0
"
8"
4' - 0"
9'
-
0
"
8"
4' - 8"
C D
2' - 8"5' - 4"
O XOX
SCALE: NTS
SILL -TYPICAL
SCALE: NTS
HEAD & JAMB -CONVENTIONAL
FRAME @ CMU PARTITION
FLOORING AS
SCHEDULED
1"
2"
REFER PARTITION TYPES
1 3/4" THK DOOR AS
SCHEDULED
8 3/4" WIDE FRAME
GROUT
SOLID
CMU BOND BEAM @
HEAD -REF STRUCT FOR REINF
RAKE & FILL W/SEALANT
OF DOOR
FRAME BEYOND
FLOORING AS
SCHEDULED
NOTE: TRANSITION FLOORING
@ CENTERLINE OR DOOR IN
CLOSED POSITION -TYPICAL
S.S. L2X2X3/16 CONTINUOUS
ACROSS DOOR OPENING W/
1/2" DIA.(4") AB @ 24" MAX. (2
MIN. PER PIECE)
TOILET ROOM & ACCESSORIES NOTES
ENLARGED PLANS INDICATE TYPICAL DIMENSIONS, LOCATIONS FOR ACCESSORIES AND SPECIALTIES AS WELL AS REQUIRED CLEARANCES TO BE MAINTAINED.
REFER TO THE EQUIPMENT FLOOR PLAN SHEET(S) WHERE TOILET & SINK TYPES ARE KEYED ON THE DRAWINGS & ADDITIONAL TOILET ACCESSORIES ARE
IDENTIFIED.
REFER TO FLOOR PLAN SHEETS FOR ROOM OR FIXTURE ORIENTATION, LOCATION OF DOOR, WALL CONSTRUCTION AND ADDITIONAL EQUIPMENT ITEMS.
DIMENSIONS INDICATED ARE TYPICAL UNLESS SHOWN OTHERWISE ON DIMENSIONED 1/8" SCALE FLOOR PLAN SHEETS.
DIMENSIONS SHOWN FOR WALLS AND OPENINGS ARE TAKEN FROM FACE OF GYPSUM BOARD.
DIMENSIONS SHOWN FOR ACCESSORIES AND EQUIPMENT ITEMS AND CLEAR FLOOR SPACE AREAS ARE FROM FACE OF ROOM FINISH (SUCH AS TILE).
FIXTURES SHOWN ARE GENERIC -REFER TO THE PLUMBING DRAWINGS FOR SCHEDULED FIXTURES.
1.
2.
3.
4.
5.
6.
TOILET FIXTURES & ACCESSORIES - MOUNTING HEIGHTS
SCALE: 1/4" = 1'-0"
WATER CLOSET TOWEL DISPENSER /
WASTE RECEPTACLES
TOILET PAPER
DISPENSERS
GRAB
BARS
44
"
M
A
X
TO
F
L
U
S
H
C
O
N
T
R
O
L
(T
O
P
O
F
S
E
A
T
)
1'-
5
"
S
T
A
N
D
A
R
D
O
R
1'-
7
"
@
H
.
C
.
A
C
C
E
S
S
2'
-
1
0
"
3'
-
1
0
"
M
A
X
F
O
R
C
O
N
T
R
O
L
1'
-
8
"
MAX
2'
-
8
1
/
2
"
1' - 0"
3'
-
0
"
M
I
N
F
O
R
C
O
N
T
R
O
L
5'
-
0
"
T
O
T
O
P
O
F
U
N
I
T
MA
X
.
3 -
4
"
A
.
F
.
F
.
3'
-
0
"
NOTE: LOCATE HANDLE
FACING SIDE OF TOILET
ROOM (AWAY FROM
WALL) TYPICAL
FR
O
N
T
O
F
GR
A
B
B
A
R
RE
C
O
M
M
E
N
D
E
D
3'
-
9
"
F
O
R
P
U
S
H
B
U
T
T
O
N
SINK &
MIRROR
SOAP
DISPENSER
SEAT
COVER
DISPENSER
45
"
-
5
9
"
@
S
T
A
N
D
A
R
D
1' - 6"
1'
-
0
"
IF ROOM WIDER THAN 3'-6"
1' - 6"
SCALE: 1/4" = 1'-0"
NON HC SINK
MIN.
1' - 3"
SCALE: 1/4" = 1'-0"
NON HC WATER CLOSET
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:15 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A6002
BAY BRIDGE PUMP STATION
REPLACEMENT
OPENING SCHEDULES &
MISCELLANEOUS DETAILS
29881
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
WINDOW & LOUVER SCHEDULE
WINDOW
NO.
WINDOW
TYPE
DIMENSIONS DETAILS FINISHES
NOTESHEIGHT WIDTH SILL HEIGHT HEAD JAMB SILL EXTERIOR INTERIOR
GLAZING/
LOUVER
1 A 2' - 8" 8' - 0" 8' - 8"MTL-01 MTL-01 GL-01 FIXED WINDOW
2 A 2' - 8" 8' - 0" 8' - 8"MTL-01 MTL-01 GL-01 FIXED WINDOW
3 A 2' - 8" 8' - 0" 8' - 8"MTL-01 MTL-01 GL-01 FIXED WINDOW
4 A 2' - 8" 8' - 0" 8' - 8"MTL-01 MTL-01 GL-01 FIXED WINDOW
5 B 2' - 8" 6' - 0" 8' - 8"MTL-01 MTL-01 GL-01 FIXED WINDOW
6 C 9' - 0" 4' - 0" 0' - 8"MTL-01 MTL-01 MTL-01 FIXED LOUVER
7 C 9' - 0" 4' - 0" 0' - 8"MTL-01 MTL-01 MTL-01 FIXED LOUVER
8 C 9' - 0" 4' - 0" 0' - 8"MTL-01 MTL-01 MTL-01 FIXED LOUVER
9 D 9' - 0" 4' - 8" 0' - 8"MTL-01 MTL-01 MTL-01 FIXED LOUVER
10 D 9' - 0" 4' - 8" 0' - 8"MTL-01 MTL-01 MTL-01 FIXED LOUVER
Y y 9' - 0" 3' - 0" 0' - 2"<By Category> <By Category>
SCALE: 1/4" = 1'-0"
DOOR ELEVATION TYPES
DOOR SCHEDULE
DOOR
NO.
DOOR SIZE DOOR FRAME DETAILS
DOOR
HARDWARE COMMENTSELEV TYPE W (R.O.) H (R.O.) MAT'L FINISH
FIRE
RATING MAT'L FINISH HEAD JAMB TRES
1 AA 6' - 0" 8' - 0" FRP PT-02 0 FRP PT-02 DC, CR, PEH
2 A 3' - 4" 8' - 0" FRP PT-02 0 FRP PT-02 DC, CR, PEH
3 A 3' - 4" 8' - 0" FRP PT-02 0 FRP PT-02 DC, CR, PEH
4 E 3' - 4" 8' - 0" FRP PT-02 0 FRP PT-02 LV ( BOTTOM ), DC, CR, PEH
5 A 3' - 4" 8' - 0" FRP PT-02 0 FRP PT-02 DC, CR, PEH
6 B 13' - 4" 9' - 0" MTL-01 0 AL MTL-01 DC, CR, PEH, SLIDE BOLT, LEVER HANDLE
7 C 12' - 0" 8' - 0" AL MTL-01 0 - MTL-01 POWDER COATED S.S. FLAT SLATS, CHAIN HOIST, FACE OF WALL
MOUNTING
8 A 3' - 4" 8' - 0" FRP PT-02 0 FRP PT-02 DC, CR, PEH
9 D 3' - 4" 8' - 0" FRP PT-02 0 FRP PT-02 PEDESTRIAN GATE, DC, CR, PEH
14 A 3' - 4" 6' - 8" FRP PT-02 0 FRP PT-02 INTERIOR DOOR
SCALE: 1/4" = 1'-0"
WINDOW ELEVATION TYPES
MARK DESCRIPTION DATE APPR.
ROOM FINISH SCHEDULE LEGEND
B
C
CONC
EL
EXP
G
GWB
MEL
MTT
P
PL
RB
RCT
RST
SC
SS
STN
T
VP
WD
BASE
CARPET
CONCRETE
ELASTOMERIC LIQUID FLOORING
EXPOSED
GROUT
GYPSUM WALL BOARD
MELAMINE
METAL TILE TRANSITION
PAINT
PLASTIC LAMINATE
RUBBER BASE
RUBBER CARPET TRANSITION
RUBBER STAIR TRANSITION
SEALED CONCRETE
SOLID SURFACING
STAIN
TILE
VINYL PLANK
WOOD
ROOM FINISH SCHEDULE DETAILS
SECTION 033500 -CONCRETE SEALERS
SC SEALED CONCRETE
SECTION 096500 -RESILIENT FLOORING
RUBBER BASE
RB-01 MANUFACTURER: JOHNSONITE
STYLE: RUBBER W/ TOE.
SIZE: 4 INCHES
COLOR: 08 ICICLE.
SECTION 099000 -PAINTING AND COATING
PT-01 MANUFACTURER: SHERWIN WILLIAMS
COLOR: CUSTOM COLOR TO MATCH STU-01 (SEE EXTERIOR MATERIAL SCHEDULE)
GENERAL ROOM FINISH NOTES
1. ROOM FINISH SCHEDULE SHALL BE READ IN CONJUNCTION WITH LIST OF
MATERIALS, FINISH NOTES, GENERAL NOTES, SPECIFICATIONS, AND THE DRAWINGS.
FINISH GENERAL NOTES
1. INTERIOR FINISH MATERIALS APPLIED TO WALL AND
CEILING SHALL BE TESTED AS SPECIFIED IN CBC SECTION
803.
2. ANY DECORATIONS SHALL BE NONCOMBUSTIBLE OR
FLAME-RETARDANT TREATED IN AN APPROVED MANNER
(CURTAINS, DRAPES, SHADES, HANGINGS, ETC.)
3. MATERIAL, OTHER THAN FOAM PLASTIC USED AS
INTERIOR TRIM, SHALL HAVE A MINIMUM CLASS B FLAME
SPREAD AND CLASS C FLAME SPREAD AND SMOKE-
DEVLOPED INDEX WHEN TESTED IN ACCORDANCE WITH
ASTM E 84 OR UL 723. (SECTION 806.5)
NOTE: INTERIOR WALL AND CEILING FINISH MATERIALS SHALL
BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE
FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME
SPREAD AND SMOKE-DEVELOPED INDEXES.
CLASS A = FLAME SPREAD INDEX 0-25; SMOKE-DEVELOPED
INDEX 0-450
CLASS B = FLAME SPREAD INDEX 25-75; SMOKE-DEVELOPED
INDEX 0-450
CLASS C = FLAME SPREAD INDEX 76-450; SMOKE-DEVELOPED
INDEX 0-450
NOTE: INTERIOR WALL AND CEILING FINISH MATERIALS TESTED
IN ACCORDANCE WITH NFPA 286 AND MEETING THE THE
ACCEPTANCE CRITERIA OF SECTION 803.1.2.1, SHALL BE
PERMITTED TO BE USED WHERE A CLASS A CLASSIFICATION IS
REQUIRED.
INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME
SPREAD INDEX NOT GREATER THAN THAT SPECIFIED BELOW
PER TABLE 803.9 FOR THE GROUP AND LOCATION DESIGNATED.
GROUP S (SPRINKLERED)
1. CLASS C @ INTERIOR EXIT STAIRWAYS, INTERIOR EXIT
RAMPS AND EXIT PASSAGEWAYS
2. CLASS C @ CORRIDORS AND ENCLOSURE FOR EXIT ACCESS
STAIRWAYS AND EXIT ACCESS RAMPS.
3. CLASS C @ ROOMS AND ENCLOSED SPACES
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:15 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A6003
BAY BRIDGE PUMP STATION
REPLACEMENT
ROOM FINISH & EXTERIOR
MATERIAL SCHEDULE
29882
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
ROOM FINISH SCHEDULE
NO. ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH NOTES
001 PUMP ROOM SC - EXP EXP
002 MEZZANINE PLATFORM SC - EXP EXP
003 ELECTRICAL ROOM SC - EXP, PT-01 EXP
004 RESTROOM SC RB-01 EXP, PT-01 EXP
005 GENERATOR ROOM SC - EXP, AWP ACP
006 ODOR CONTROL AREA SC - EXP -
007 PUMP ROOM STAIR SC - EXP EXP
008 ROOF STAIR SC - EXP -
009 STORAGE ROOM SC - EXP EXP
MARK DESCRIPTION DATE APPR.
DS3
JANUARY 2023
NOT FOR
CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1
F
DESIGNED BY:
DRAWN BY:
CHECKED BY:
5-67
E
D
C
B
A
2 3 4 5 6 7 8 9 10
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY) 1/13/2023 12:33:18 AM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt
A8001
BAY BRIDGE PUMP STATION
REPLACEMENT
PERSPECTIVE VIEW
29883
JOHN ERIC CHUNG
RUOTIAN CAI
SIEGFREDO LOPEZ
SOUTH EAST AERIAL PERSPECTIVE VIEW
EAST COAST HIGHWAY VIEW
MARK DESCRIPTION DATE APPR.