Newport Beach City Council
April 22, 2024

Attachment M
Project Plans
13-231

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 A2001
2 A2001 3
A2001
4173.84'

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 = 24.83'
TOW = 22.83'
TOW = 21.50'
TOW = 21.50'
6' - 10"
23' - 7 5/8"
41' - 7 7/8"
TOW = 21.50'
9 TOW = 24.83'
TOW = 29.33'

5.07'
TOW = 22.83'
TOW = 22.83'
TOW = 29.33'
TOW = 29.33'

SWITCHBOARD

PLATFORM
(REMOVABLE)

RECESSED
KNOXBOX.

LOCATION TO BE

APPROVED BY THE
FIRE DEPT. MOUNT 5'

ABOVE FINISHED
GRADE.

RECESSED
KNOXBOX.

LOCATION TO BE

APPROVED BY THE
FIRE DEPT. MOUNT 5'

ABOVE FINISHED
GRADE.

FDS
APRIL 2023

NOT FOR

CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1 F
DESIGNED BY:

DRAWN BY:

CHECKED BY:
5-67
E
D
C
B
A
23456789 10
LINE IS 2 INCHES

AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
6/6/2023 4:38:06 PM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt A1001

BAY BRIDGE PUMP STATION

REPLACEMENT

SITE PLAN
30259

JOHN ERIC CHUNG

RUOTIAN CAI

SIEGFREDO LOPEZ
SCALE: 1/8" = 1'-0"

SITE PLAN
MARK DESCRIPTION DATE APPR.
1 LCP RESUBMITTAL 06/2023
1 1
13-232
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)
21SEW(C)
21SEW(C)
24SD(C)
24SD(C)
24SD(C)
24SD(C)
24SD(C)
24SD(C)
18SD(C)
18SD(C)
18SD(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) 18SD(C)
18SD(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)
CTV(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) 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
121111
14 13
12 13
15 13
1617

GENERATOR ROOM
FF=14.17
OC SAN

PRIVATE

CALTRANS

CALTRANS

PRIVATE PROPERTY

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
DWG: C:\Users\alan.proctor\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\DS3\AutoCAD\SHEETS\CIVIL\5-67-C1003.dwg DATE: Jan 17, 2023 6:18pm USER: Alan.Proctor
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.
13-233
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)
21SEW(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)
18SD(C)
18SD(C) 18SD(C)
18SD(C)
18SD(C)
18SD(C)
18SD(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) 18SD(C)SSFM(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)
CTV(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)
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
42SEW(C)
42SEW(C)
42SEW(C)
42SEW(C)
42SEW(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 12
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
12 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 PRIVATE
OC SAN

PRIVATEOC SAN

OC SANPRIVATE
OC SAN

CALTRANS
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
DWG: C:\Users\alan.proctor\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\DS3\AutoCAD\SHEETS\CIVIL\5-67-D1001.dwg DATE: Jan 12, 2023 10:19am USER: Alan.Proctor
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:
13-234
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
DWG: C:\Users\cjennings\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\DEMO\5-67-D1002.dwg DATE: Jan 12, 2023 10:41am USER: CJennings
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"
13-235
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
DWG: C:\Users\cjennings\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\DEMO\5-67-D1003.dwg DATE: Jan 13, 2023 4:53pm USER: CJennings
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"
13-236
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
DWG: C:\Users\cjennings\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\DEMO\5-67-D3001.dwg DATE: Jan 12, 2023 10:46am USER: CJennings
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"
MIN.
1'-0"
MIN.
13-237
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
DWG: C:\Users\cjennings\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\Project Files\DS3\AutoCAD\SHEETS\DEMO\5-67-D3002.dwg DATE: Jan 12, 2023 10:47am USER: CJennings
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"
MIN.
1'-0"
MIN.
13-238
PLAN - VALVE VAULT ABANDONMENT 1
D5101SCALE: NTS

SECTION - VALVE VAULT ABANDONMENT E
D5101SCALE: NTS
E
C5101
12-INCH THICK REINFORCED CONCRETE

SLAB (CLASS C), FINISH TOP SMOOTH

AND FLUSH WITH VAULT WALLS

INFILL EXIST VAULT WITH TRAFFIC RATED STYROFOAM

AFTER ABANDONMENT OF THE EXISTING

FORCE MAINS
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

MANHOLE

REMOVE AND DISPOSE

OF GRADE RING(S) AND LID

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

REMOVE AND DISPOSE TOP
PORTION OF MANHOLE, 4' (MIN)

FROM EXISTING GRADE

BACKFILL MH WITH
CLSM
C4101

BACKFILL WITH MATERIAL PER
SPEC 32910

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
DWG: C:\Users\alan.proctor\ACCDocs\Arcadis\AUS-30001687-OCSD–5-67 Bay Bridge Pump Station\DS3\AutoCAD\SHEETS\DEMO\5-67-D5101.dwg DATE: Jan 12, 2023 10:22am USER: Alan.Proctor
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.:
13-239

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 MARK
LEVEL
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 Pum
p 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.
13-240
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"
TRAVEL DIST. = 23' - 0"
PATH2(ELEC)

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 Pum
p 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.
13-241

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 A2001
2 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 Pum
p 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.
13-242

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' - 10"
47' - 4"
2' - 0" 76' - 0" 2' - 0"
2' - 0" 8' - 6" 2' - 0" 32' - 10" 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' - 10"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' - 10"

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 Pum
p 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.
13-243
A
1 B C
2 3
A
A3001
50' - 0" 30' - 0"
80' - 0"
12' - 6" 34' - 10"
47' - 4"
10' - 6" 49' - 6" 6' - 0" 6' - 1" 3' - 11"
11' - 10"9' - 0"4' - 11"
16' - 10" 8' - 11"
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' - 10" 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 Pum
p 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.
13-244
UP
6 5
4 3
2 1
UP
4 3
2 1
UP
UPUP
A
1 B
A
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 EQ. TREADS @ 12"
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 DWGS
WINDOW

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' - 11" 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
SLOPE
SLOPE

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 Pum
p 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.
13-245
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 Pum
p 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.
13-246
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'
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE

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" MIN.

EXP. JOINT
2" MIN.

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 Pum
p 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.
13-247
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' - 10" 4" 6' - 10" 4" 6' - 10" 4" 6' - 10" 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 Pum
p 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.
13-248
A B
ST-01
STU-02
MTL-01 STU-01

SITE GRADING LINE
BEHIND

SITEWALK
PT-02
4' - 0"
18' - 0" 14' - 0" 14' - 0" 18' - 0" 14' - 0" 14' - 0"
STU-02 STU-01 ST-01
2' - 10" 8' - 6"
3' - 6" 4' - 6"
OA OB
9 AVG. SITE LEVEL
EL 13.50'
MTL-01

SWING GATE
PROP. LINE

SITEWALK RAILING
(TO MATCH EXISTING

OR PUBLIC WORK
REQ.)
PROP. LINE
A4005
6 SIM.

STU-01
MTL-01
6' - 10" 4' - 6"

CONTROL
JOINT, TYP.
4" H METAL
COPING, TYP.
1' - 0" 7' - 0"

STUCCO TO

STONE VENEER
TRANSITION, TYP.

TOW = 24.83'
TOW = 22.83' TOW = 21.50' TOW = 21.50'
1' - 0"
1' - 0"
A4005
9 SIM.

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' - 10"8"
MTL-01
10' - 6"
OAOB
AVG. SITE LEVEL
EL 13.50'
19' - 8" 19' - 8" 18' - 5" 18' - 0"
16' - 0"
12' - 10"

SWING GATE
PROP. LINE
PROP. LINE
A4005
5 1' - 6"
4" H METAL
COPING, TYP.

CONTROL
JOINT, TYP.
2" W METAL

REVEAL, BRONZE
MTL-01

CONTROL
JOINT, TYP.
2' - 4"10' - 6"
8" H METAL
COPING
TYP.
4' - 0"

STUCCO TO

STONE VENEER
TRANSITION, TYP.

TOW = 24.00'TOW = 24.00'
1' - 6"
2' - 0"
5' - 0"

RECESSED
KNOXBOX.

LOCATION TO BE

APPROVED BY THE
FIRE DEPT. MOUNT 5'

ABOVE FINISHED
GRADE.

A4005
9 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' - 10"
3' - 6"11' - 10"8"
3' - 6"
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.
5' - 0"

RECESSED
KNOXBOX.

LOCATION TO BE

APPROVED BY THE
FIRE DEPT. MOUNT 5'

ABOVE FINISHED
GRADE.
1 2 3
ST-01STU-01ST-01 MTL-01MTL-01 MTL-01
AVG. SITE LEVEL
EL 13.50'

SIDEWALK
2' - 4"10' - 6"
10' - 0"

CANTILEVER SLIDE GATE

SITEWALK RAILING
(TO MATCH EXISTING)
12' - 10"
TOW = 24.00'
TOW = 24.00'
PROP. LINE
1' - 6"8' - 6"
TOW = 24.83'
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.

TOW = 22.00'
TOW = 22.00'
FDS
APRIL 2023

NOT FOR

CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1 F
DESIGNED BY:

DRAWN BY:

CHECKED BY:
5-67
E
D
C
B
A
23456789 10
LINE IS 2 INCHES

AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
6/6/2023 4:38:11 PM
BIM 360://AUS-30001687-OCSD–5-67 Bay Bridge Pump Station/5-67-A-BBPS.rvt A2001

BAY BRIDGE PUMP STATION

REPLACEMENT

SITE ELEVATIONS
30266

JOHN ERIC CHUNG

RUOTIAN CAI

SIEGFREDO LOPEZ
SCALE: 1/8" = 1'-0"

SITE - SOUTH ELEVATION
SCALE: 1/8" = 1'-0"

SITE - NORTH ELEVATION
SCALE: 1/8" = 1'-0"

SITE - EAST ELEVATION
SCALE: 1/8" = 1'-0"

SITE - WEST ELEVATION
MARK DESCRIPTION DATE APPR.
1 LCP RESUBMITTAL 06/2023
1 1
1 1
13-249

ROOF (ELEC)
EL 30.00'

GROUND (ELEC)
EL 15.50'
123
A
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' - 10" 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 B
A
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 Pum
p 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.
13-250

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
AB A
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 Pum
p 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.
13-251
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 Pum
p 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.
13-252

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. HEADROOM
6' - 8"
2 3/8"
CLR.
2' - 0"

CANTILEVER SILDING

DOOR POCKET

LOW POINT
4' - 0"

STAIR BEHIND
MIN. HEADROOM
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 Pum
p 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.
13-253

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"
CLR.
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 Pum
p 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.
13-254
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 Pum
p 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.
13-255

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' - 10"
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"
VARIES16' - 8"

ALUMINUM
CANOPY

FRP DOOR

ALUMINUM

COMPOSITE
PANELS
A5001
4 A5001
5 A5002
2 8' - 10"
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' @ LOWEST POINT
VARIES
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 Pum
p 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
13-256

ODOR CONTROL

GROUND LEVEL
EL 14.00'

ODOR CONTROL TOW
EL 29.33'
OA

STONE VENNER OVER

SCRATCH COAT

METAL REVEAL
6' - 10"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 Pum
p 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
13-257
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 Pum
p 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
13-258
151413121110987654321 25242322212019181716
UP
4 3 2 1 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

RISER HEIGHT

SLOPE EACH TREAD
1/8" FOR DRAINAGE

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" RISER UNO

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" MAX.
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 EQ. RISER @ 7" MAX.
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 Pum
p 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)
13-259
8' - 0" 4" PER STRUCTRL3"
MTL-01
6063 T6 AL 1"X6"-0.100" T&G

SLAT INFILL

MORTICE LOCKSET W/

CYBERKEY CYLINDAR &

SS LEVER 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"
(1) HEAVY DUTY

GATE WHEEL
(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/

CYPERKEY CYLINDAR
& SS LEVER HANDLES
TYP.
6"
(8) WELD-ON HEAVY
DUTY BARREL HINGE.

PAINT TO MATCH FRAME

PER STRUCTRL
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

PER CODE
3' - 0"
(1)HEAVY DUTY

GATE WHEEL
(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/ CYPERKEY

CYLINDAR & SS

LEVER HANDLES
ADJ. WALL
6063 T6 AL 3"X2"X1/4" U-

CHANNEL INFILL PANEL

FRAME FACE-MOUNTED

PER CODE
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"
4"X4"X1/4" THK STL GATE
POST W/ 1/4" THK STL
PLATE CAP.

A4005
8 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 ALUM INFILL DETAIL
SIM.

OFF PROPERTY PROJECT SIDE
3" H ALUM COPING,
BRONZE

WATER REPELLENT ON
EXPOSED 8X8X16 CMU

BLOCK, TAN/ GROUND
VARIES
EARTH

TOW EL VARIES

PER SITE PLAN

FG VARIES

FG VARIES

WEEP SCREED
18" MIN PER ENG.

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 WHERE OCCURS)
OVER METAL LATH OVER CMU.

WALL FINISH PER ELEVATIONS.

A4005
3 4" TYP.

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" MIN.

WEEP SCREED
EARTH
3-COAT CEMENT PLASTER FINISH (OR

THIN STONE VENEER OVER SCRACH

COAT WHERE OCCURS) OVER METAL
LATH OVER CMU. WALL FINISH PER
ELEVATIONS.

REINF. PER STRUCTRL

UNFINISHED
GRADE SRF.

CONC. BASE IN PAINT
FINISH TO MATCH ADJ.
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
NOTES:
1/2" THK FLAT-CUT ALUM

NUMERIALS, PAINTING ON ALL
SIDES. MOUNTED TO FACE OF
EXTERIOR FACADE WITH 1/4"

THICK STAND-OFFS APINTED

TO MATCH NUMERALS AND

THREADED INSERTS AS
REQUIRED TO ATTACHMENT.

MP-01
6"
1' - 2"
3/4"
FDS
APRIL 2023

NOT FOR

CONSTRUCTION
SHEET NO.: OF
DRAWING NO.:
1 F
DESIGNED BY:

DRAWN BY:

CHECKED BY:
5-67
E
D
C
B
A
23456789 10
LINE IS 2 INCHES

AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY)
6/6/2023 4:38:12 PM
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
30277

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
SCALE: 3/4" = 1'-0"A3002
1 PERIMETER WALL, TYP.

SCALE: 1 1/2" = 1'-0"A3001
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
MARK DESCRIPTION DATE APPR.
1 LCP RESUBMITTAL 06/2023
1 SCALE: 1 1/2" = 1'-0"A2001
9 ADDRESS ID
13-260

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
VARIES 8" 4"
4" 2' - 9"
6"
2' - 0"
8"
1' - 6"
2"
TOW
TYP.
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" MIN.

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
VARIES4"
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" MAX.

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 Pum
p 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.
13-261
2°
HSS 14X4X1/4. SEE

STRUCTRL FOR

DETAILS
ALUM. COPING W/
CONT. CLEAT, SLOPE

TO DRAIN
ALUM. EXTRUS.

LOUVER PANEL W/

BIRD SCREEN,

REMOVABLE

COPING EXTENDER
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

COPING EXTENDER
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" REVEAL

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 Pum
p 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.
13-262
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 Pum
p 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
13-263
4"
6"
MIN
1/2"
1/4"
MAX
2"
RUBBER

SYNTHETIC

CAULK WITH
#4 (13)

NON-SHRINK
GROUT

ON ALL POSTS
1/8"∅ 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" TYP.
4" TYP.
4"
1' - 0"
3' - 6"

EQ EQ EQ
5' - 0" MAX.4" MAX.

ALUM.

HANDRAIL
2' - 10"
1/4" 4"
6" TYP.
3/4" TYP.
1'-6"
3'-4"
2'-2"
9" 9"
1'-4" MIN
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' - 10"
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 Pum
p 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.
13-264

WALL & PARTITION TYPES

FLAGGED METAL FRAME
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"

FLAGGED CONCRETE
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
VARIES

CAST-IN PLACE

CONCRETE
FL- 02

CAST-IN PLACE

CONCRETE
VARIES

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 Pum
p 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.
13-265
FFL

A B C OVERHEAD COILING DOOR
3' - 0"
3' - 4"
8' - 0"
7' - 10"
AA
8' - 0"
7' - 10"
5' - 8"
6' - 0"
2" 3' - 0" 2"
3 EQ. LOUVER PANELS
8' - 6" 2"
9' - 0"
8' - 10"
R.O.
12' - 0"
R.O.
8' - 0"
D
3' - 4"

TOP OF CMU WALL
8' - 0" R.O.

SOLID

TRANSOM
PANEL
LEAF
7' - 0"
3' - 0"
12' - 0"

REMOVABLE
PANELS

LOUVERED
DOOR
E
3' - 0"
3' - 4"
8' - 0"
7' - 10"

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" TYP.
2' - 8"
8' - 0"
8'-8" TYP.
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" MAX

TO FLUSH CONTROL
(TOP OF SEAT)
1'-5" STANDARD OR
1'-7" @ H.C. ACCESS
2' - 10"
3' - 10" MAX FOR CONTROL
1' - 8"
MAX
2' - 8 1/2"
1' - 0"
3' - 0" MIN FOR CONTROL
5' - 0" TO TOP OF UNIT
MAX.
3 - 4" A.F.F.
3' - 0"
NOTE: LOCATE HANDLE

FACING SIDE OF TOILET

ROOM (AWAY FROM

WALL) TYPICAL

FRONT OF

GRAB BAR

RECOMMENDED
3' - 9" FOR PUSH BUTTON
SINK &
MIRROR
SOAP

DISPENSER
SEAT
COVER

DISPENSER
45" - 59" @ STANDARD
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 Pum
p 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.
13-266

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 Pum
p 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.
13-267
13-268
13-269
13-270
13-271
13-272
13-273
13-274
13-275
13-276
13-277
13-278
13-279
13-280
13-281
13-282
13-283
13-284