01_-_SBIWTP_Infrastructure_Improvement_Drawings_07312015.pdf
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SOUTH BAY
INTERNATIONAL WASTEWATER TREATMENT PLANT
NEAR THE CITY OF SAN YSIDRO, SAN DIEGO COUNTY, CALIFORNIA
UNITED STATES SECTION
INTERNATIONAL BOUNDARY & WATER COMMISSION
Phone: 858-812-9292
LA JOLLA, CALIFORNIA 92037
URS CORPORATION
4225 EXECUTIVE SQUARE, SUITE 1600
SOLICITATION No: IBM15B0002
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NaOCl
NAOH
OF
PA
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PS
PSKU
PSK
PTD
PWA
RAS
RD
SBLO
SD
SPD
SR
TD
TWAS
UF
WAS
BELT FILTER FEED
COMBUSTIBLE GAS
CHLORINE SOLUTION
FOUL AIR
FERRIC CHLORIDE
FIRE WATER
GRIT
GAS
INSTRUMENT AIR
INTERMEDIATE MIXED LIQUOR RETURN
INFLUENT WASTEWATER FORCE MAIN
MIXED LIQUOR
SODIUM BISULFITE
SODIUM HYPOCHLORITE
SODIUM HYDROXIDE
OVER FLOW
PROCESS AIR (ACTIVATED SLUDGE TREATMENT)
POLYMER
PRIMARY SLUDGE
PRIMARY SKIMMINGS UNDERFLOW
PRIMARY SKIMMINGS
PUMPED TANK DRAINAGE
POTABLE WATER AIR GAP
RETURN ACTIVATED SLUDGE
ROOF DRAIN
STORM DRAIN
SECONDARY EFFLUENT
SUMP PUMP DISCHARGE
SCUM REMOVAL
TANK DRAINAGE
THICKENED WASTE ACTIVATED SLUDGE
UNDERFLOW (FROM DAF THICKENERS)
WASTE ACTIVATED SLUDGE
ABBREVIATIONS PROCESS PIPING ABBREVIATIONS
SWR SEWER
PSUBN PRIMARY SUBNATANT
IW INFLUENT WASTEWATER
UNIT CONVERSION
CFS
gal
GPD
ft/sec fpm ft cy
CFM 0.0283 m
UNITS METRIC UNITS
STANDARD
3/min
0.0283 m /sec3
0.7646 m 3
0.3048 m/min.
0.3048 m ft 3 0.0283 m 3
/1000 m0.0075 m 3
0.3048 m/sec
3.785 L OR 0.0038 m
3ft /MG
3.785 L/day OR 0.0038 m /day
HP 0.746 KW
0.4536 Kg/dlb/d
43.81 L/sec OR 0.044 m /sec3MGD
1 mg/Lmg/L mi 1.609 Km ft 2 0.0930 m 2 in 25.4 mm
GPD/ft 2 0.0409 m 3 /m 2 dGPD/LF 2 0.0125 m 3/m d
ENGLISH
H SO
NONPOTABLE WATER
SULFURIC ACID
NPW
CA CHANNEL AIR
SECTION OR DETAIL NUMBER
DRAWING ON WHICH
SECTION OR DETAIL IS LOCATED
SECTION AND DETAIL KEYSGROOVEDGRV
GLDI GLASS LINED DUCTILE IRON
HORIZ
VG
VCP
TOS
TOG
TBOC
T & B
SS
SQ
SPW
SED
SDR
SD
RW/RWPS
RJ
REQ'D
RCPP
PO
NOM
MTD
MJ
MB
MAX
LSL
INSUL
IA
HWR
ECCENTRICECC
GALVANIZED IRON PIPE
GRADE BREAK
GALVANIZED
FITTING OR FOOTING
FIBERGLASS REINFORCED POLYVINYL
FUEL OIL
FORCE MAIN
ELEVATION, FLOW LINE
FINISHED GRADE
FINISHED
FINISHED FLOOR
FOUNDATION
EXPANSION JOINT
EACH WAY
END VERTICAL CURVE
ELEVATION
EFFLUENT
EACH FACE
FIN
FTG
FT
FM
FIN GR
GALV
GIP
GB
FRP
FO
FL
FOOT OR FEET
EVC
EFF
FF
FDN
EXP JT
EXIST
EW
EL
EQUIP
EF
EXISTING
EQUIPMENT
TYP
VERT
TOW OR TW
ELECTRIC
DRAWINGS
DETAIL
DUCTILE IRON PIPE
DIAMETER
DECOMPOSED GRANITE
DOUBLE
COPPER PIPE
COUPLING
CONTRACTING OFFICER'S REPRESENTATIVE
CONCRETE
CLEAN OUT
CAST IRON PIPE
CONSTRUCTION JOINT
CLEAN OUT DECK PLATE
COAGULANT
CEMENT MORTAR COATED
CLEAR OR CLEARANCE
CENTER LINE
CHLORINATOR
DIP
DG
DBL
CU
CPLG
E
DWGS
DR
DTL
DIA
DIMENSION RATIO
CMC
CODP
COR
CONC
CO
COTG
CLR
CL
CJ
CIP
CHR
RF
PRV
PR
PC
OPNG
MVC
OC
OF
MECH
BACKWASH WASTE
BYPASS
BUILDING
BLIND
ACTIVATED SLUDGE TANK
ASPHALT PAVEMENT
AMMONIA SOLUTION
APPROXIMATELY
ALUMINUM
AGGREGATE BASE COURSE
ANCHOR BOLT
BWS
AS
BOT
BOW
BWW
BVC
BP
BLDG
BLD
AST
ASP
BOTTOM
BOTTOM OF WALL
BACKWASH SUPPLY
BEGIN VERTICAL CURVE
APPROX
ABC
ALUM
AB
IE
JC
LI
JT
HP
RESTRAINED JOINT
TOP OF STEEL
SOFTENED POTABLE WATER
STANDARD DIMENSION RATIO
RAW WATER/RAW WATER PUMP STATION
VALLEY GUTTER
VERTICAL
TYPICAL
TOP OF WALL
TOP OF GRATING
VITRIFIED CLAY PIPE
TOP BACK OF CURB
TOP AND BOTTOM
STAINLESS STEEL
SQUARE
SEDIMENTATION
STORM DRAIN
REQUIRED
NOMINAL
ROOF
REINFORCED CONCRETE PRESSURE PIPE
PRESSURE REDUCING VALVE
PRESSURE RATED
PUSH ON
PRESSURE CLASS
OPENING
OVERFLOW
ON CENTER
MID POINT VERTICAL CURVE
MOUNTED
MECHANICAL JOINT
MECHANICAL
MACHINE BOLT
INSTRUMENT ELECTRIC
MAXIMUM
LEVEL SWITCH LOW
LEVEL INDICATOR
JANITOR'S CLOSET
INSULATION
JOINT
HORIZONTAL
INSTRUMENT AIR
HOT WATER RETURN
HIGH POINT
CPVC CHLORINATED POLYVINYLCHLORIDE
(FECL )3
0.0703 Kg\cmPsi 2
SECONDARY SKIMMINGSSSK
PRIMARY EFFLUENTPE
FILTRATE (FROM BELT FILTER PRESSES)F
CHEMICAL DILUTION WATERCDW
SSKU SECONDARY SKIMMINGS UNDERFLOW
COG CLEAN OUT GRATE
DIAPHRAGM VALVEDIV
EMER EMERGENCY
PLAIN ENDPE
T TELEPHONE
DRAINAGED
LIMIT KEY
GENERAL LIMIT OF OTHER GENERAL LIMIT OF WORK
NOTE: LIMIT OF SPECIFIC WORK TO END
UNDER THESE CONTRACT
OF EXTENSION LINE ONLY.
NOTES:
1. ALL REFERENCES TO "OGW" ON ALL DRAWINGS REFER TO EXISTING FEATURES
ALREADY INSTALLED OR CONSTRUCTED BY OTHERS.
CONDENSATECON
DISSOLVED AIR FLOTATIONDAF
BUTTERFLY VALVEBFV
CONTINUOUSCONT
DUCTILE IRONDI
POUNDS PER DAYPPD
REINFORCED CONCRETE PIPERCP
SPECIFICATIONSSPECS
POTABLE WATERPW
SOUTH BAY LAND OUTFALL
RS
GOVERNMENT WORK
(OGW) DOCUMENTS
IE
INV EL
LP
MFGR
NC
OGW
PI
PS
RED
SAN
SHT
STD
THK
UON
W
INVERT ELEVATION
INVERT ELEVATION
LOW POINT
MANUFACTURER
NORMALLY CLOSED
OTHER GOVERNMENT WORK (SEE NOTE 1)
PRESSURE INDICATOR
PRESSURE SWITCH
REDUCER, REDUCING
SANITARY SEWER
SHEET
STANDARD
THICK
UNLESS OTHERWISE NOTED
WATER
ALT
BAV
BUSH
CISP
COA
CONN
CV
DISCH
EA
EP
FD
FLG/FLG'D
GAL
GSP
AT
ALTERNATE
BALL VALVE
BUSHING
CAST IRON SOIL PIPE
CLEAN OUT TO GRADE
CONNECTION
CHECK VALVE
DISCHARGE
EACH
ELEVATION, EDGE OF PAVEMENT
FILTER DRAIN OR FLOOR DRAIN
FLANGE/FLANGED
GALLON
GALVANIZED STEEL PIPE
HCP
HWS
IWS
LSH
MIN
NIC
OHE
PL
PVC
REINF
SCH
SIM
STL
TOC
VAC
W/
HORIZONTAL CONTROL POINT
HOT WATER SUPPLY
INSTRUMENT WATER
LEVEL SWITCH HIGH
MINIMUM
NOT IN CONTRACT
OVERHEAD ELECTRIC POWER LINES
PLATE OR PROPERTY LINE
POLYVINYL CHLORIDE
REINFORCING, REINFORCEMENT
SCHEDULE
SIMILAR
STEEL
TOP OF CONCRETE
VACUUM
WITH
A
EFF
SE
COMPRESSED AIR
EFFLUENT
RECIRCULATING SLUDGE
INV
WD
INVERT
WIDE
SSTECP SST EFFLUENT CONNECTION PIPE
SSTICP SST INFLUENT CONNECTION PIPE
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1"
72" PE
EL 38.30
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TANKS
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CHAN
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DIFFUSER
EL 48.50
CHANNEL
INFLUENT
AST
EL 60.75
EL 59.13
EL 46.00
CHANNEL
EFFLUENT
AST
EFFLUENT
24"∅ PRIMARY
DIFFUSER
24"∅ RAS
EL 40.00
EL 30.70
EL 38.70
INFLUENT
CHANNEL
SST
EL 54.00
BYPASS
EFFLUENT
CHANNEL
SST
EFFLUENT
CHANNEL
SST
NORTHSOUTH
EL 36.33
M72" ∅ EFF
EFFLUENT
BLENDING
STRUCTURE
(EBS)
EL 56.00
72" ∅ EFF
48" ∅ EFF
& FLOWMETER
EL 30.00
49.00
EL 37.00
144" ∅ DISCHARGE TO
ENERGY DISSIPATION
EL 54.00
47.00
66" PE
(EDS)
STRUCTURE
DISTRIBUTION
EFFLUENT
EFFLUENT
METERING
STRUCTURE
(EMS)
EL 49.50
PHASE 1 EFFLUENT PIPING
(ULT. PIPING WILL BE 96" WITH A 72" FLOW METER)
EL 57.00WEIR
EL 55.80
EL 42.50
CASE#1
EL 46.00
EL 58.00
EL 49.00 EL 49.00
EL 36.33
EFFLUENT
SECONDARY
EBS INFLUENT CONDUIT
PRIMARY
EFFLUENT
GENERAL LIMIT OF WORK UNDER THESE CONTRACT DOCUMENTS
EBS
BOX
INFLUENT
84" SECONDARY EFFLUENT
EL 56.00
EL 35.74
FUTURE CHLORINE CONTACT TANKS
WEIR
EL 48.58
EL 51.25
FUTURE
FUTURE
NOTES:
SST EFFLUENT CHANNELS. IN THE EVENT OF GATE FAILURE, THE OVERFLOW WEIR PROVIDES A
6. CHLORINE CONTACT TANK FLOOR SLAB SET ASSUMING A 30 MINUTE DETENTION TIME AT A
4. THE CONTROL GATE AT THE SST EFFLUENT CHANNEL ADJUSTS TO CONTROL THE LEVEL IN THE
WILL BE REVISED AS PLANT FLOWS INCREASE AND AS THE CONFIGURATION OF TREATMENT
3. THE OVERFLOW WEIR ELEVATION SHOWN IS BASED ON CC3 CONDITIONS. WEIR ELEVATION
FLOWS FROM THE PST'S TO THE AST'S VIA OPEN CHANNEL FLOW.
2. FOR PEAK HYDRAULIC FLOWS AT 200 MGD, IT IS ASSUMED THAT THE PRIMARY EFFLUENT
1. WSEL'S PROVIDED BY GOVERNMENT.
(PROVIDED FOR GENERAL INFORMATION ONLY)
PROCESSES IS EXPANDED.
FAILSAFE BYPASS OF SECONDARY EFFLUENT TO THE EFFLUENT BLENDING STRUCTURE.
5. MAX FLOW PER CONTACT TANK = 100 MGD: TWO CHLORINE TANKS AT ULTIMATE CONDITIONS.
PEAK FLOW PER CONTACT TANK OF 100 MGD.
7. MINOR SUBMERGENCE OF SST WEIRS AT PEAK ULTIMATE CONDITIONS WITH AN OVERFLOW
CONDITION AT THE EDS.
STRUCTURE
GENERAL LIMIT OF OTHER GOVERNMENT WORK (OGW) BELOW THIS LINE
TO NPW
PS 2
GENERAL LIMITS OF FUTURE WORK ABOVE THIIS LINE
(FUTURE)
CASE#2
CASE#3
CASE#4
CASE#1
CASE#2
CASE#3
CASE#4
CASE#1
CASE#2
CASE#3
CASE#4
CASE#1
CASE#2
CASE#3
CASE#4
CASE#1
CASE#2
CASE#3
CASE#4
CASE#1
CASE#2
CASE#3
CASE#4
CASE#1
CASE#2
CASE#3
CASE#4
CASE#1
CASE#2
CASE#3
CASE#4
CASE#1
CASE#2
CASE#3
CASE#4
CASE#1
CASE#2
CASE#3
CASE#4
INDICATES FUTURE
INDICATES PROPOSED
LEGEND
CONDITION
BASINS
OUT OF
SERVICE
25 MGD
54.08'
CONDITION
BASINS
OUT OF
SERVICE
25 MGD
54.11'
CONDITION
BASINS
OUT OF
SERVICE
25 MGD
54.12'
CONDITION
BASINS
OUT OF
SERVICE
25 MGD
56.09'
CONDITION
BASINS
OUT OF
SERVICE
25 MGD
56.19'
SECONDARY
SEDIMENTATION
TANKS
(10 EXISTING
& 3 PROPOSED)
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NOTES:
1. DRAWING PROVIDED FOR
REFERENCE ONLY. IT IS
INTENDED TO PROVIDE BASIC
INFORMATION ON EXISTING
FACILITIES. ACTUAL FIELD
CONDITIONS MAY BE
DIFFERENT FROM THOSE
SHOWN IN THIS DRAWING.
CONTRACTOR TO FIELD
VERIFY INSTALLED
CONDITIONS IMPACTING OR
IMPACTED BY HIS WORK
PRIOR TO INITIATING WORK.
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R
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P U
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LI
TI
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P
LA
N 1"
CONTRACTOR TO REMOVE PUMPS,
MOTORS, SUCTION PIPES, BAFFLE
WALLS, ETC. AND STORE THEM IN
PLANT SITE DESIGNATED BY OWNER.
DOWNSTREAM OF PIPE JOINT COUPLING,
ALL PIPES, VALVES, AIR AND PRESSURE
INDICATORS, APPURTENANCES, ETC. TO
BE REUSED.
NOTES BY SYMBOL:
AREA OF PROPOSED
DEMOLITION
2'-2" ra w n by
D es ig ne d by
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D at e:
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A
SECTION
SCALE: NTS
B
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TA
IL
S
D. CONCRETE
C. STRUCTURAL DESIGN
B. FOUNDATION DESIGN
A. GENERAL
F. STAINLESS STEEL
E. ALUMINUM
G. MODIFICATION OF EXISTING STRUCTURE
H. SUMMARY OF SPECIAL INSPECTION
I. SPECIAL INSPECTION TABLE
(CONCRETE - CONTINUED) H. SUMMARY OF SPECIAL INSPECTION
S1
G E
N E
R A
L N
O
TE
S
D ra w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
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N o.
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Sheet Reference Number:
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Sheet Reference Number:
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Sheet Reference Number:
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Sheet Reference Number:
Fi le
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