RFQ_24_25-10_Attachment_2_-_SMWTP_30_PERCENT_DRAWINGS.pdf
PDF 10 MB Posted
- Solicitation number
- RFQ 24/25-10
- Issued by
- Seminole County, Florida
About this file
This is a 30 percent design document set for a design-build water treatment plant improvement project issued by the City of Sanford, Florida. The document package includes general notes, legends, symbols, process flow diagrams, hydraulic profiles, civil demolition and site plans, mechanical system plans, HVAC details, electrical schematics, and comprehensive instrumentation diagrams and P&IDs (Piping and Instrumentation Diagrams). The project involves upgrades to the Main Water Treatment Plant located at 3701 Country Club Road in Lake Mary, Florida, with design services provided by an engineering firm located at 200 East Robinson Street, Suite 1400, Orlando, Florida.
The scope of work encompasses advanced treatment upgrades including granular activated carbon (GAC) vessels with backwash systems, UV-advanced oxidation process (AOP) treatment, hydrogen peroxide storage and feed systems, two 0.75 million gallon ground storage tanks, lift stations, yard piping, and associated electrical, mechanical, and instrumentation systems. The drawings indicate a phased construction approach with multiple detention ponds, chemical injection systems for sodium hypochlorite, fluorosilicic acid, and phosphate blend, and comprehensive process automation and monitoring infrastructure. The documents reference compliance with Florida construction standards, utility coordination requirements via Sunshine 811 (1-800-432-4770), and specific installation requirements for piping, supports, and equipment. The project is estimated at $48.5 million in total funding across both phases, with financing through a State of Florida Revolving Fund loan, contingent upon the City securing sufficient funding at the time of award.
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Text version
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME: 202910_000G01.dwg
BS
ch ro ed er
11599A10
MAYOR
ART WOODRUFF
202910
DRAWING NO.
JOB NO.
SHEET NO.
OF 401
00G01
CITY OF SANFORD
OCTOBER 2024
VOLUME 1 OF 1
CITY OFFICIALS
LOCATION MAP
VICINITY MAP
MAIN WTP
ADVANCED TREATMENT UPGRADES
10 11 12 135 6 7 8 91 2 3 4
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G
30 - PERCENT NOT FOR CONSTRUCTION
3701 COUNTRY CLUB RD
LAKE MARY, FL, 32746
COMMISSIONERS
DISTRICT 1: SHEENA BRITTON
DISTRICT 2: KERRY WIGGINS
DISTRICT 3: PATRICK AUSTIN
DISTRICT 4: PATTY MAHANY
CITY MANAGER
NORTON BONAPARTE
UTILITY SUPPORT SERVICES MANAGER
BILL MARCOUS
UTILITY PLANTS MANAGER
RICHARD CASELLA
PROJECT
LOCATION
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
ST
S
AV
ED
B
Y:
FILE NAME:
JRW
ELP
JAO
00G02
GENERAL
DRAWING INDEX
202910_000G02.dwg ep ar ke r
202910-000000
X - INDICATES DRAWINGS NOT CONTAINED IN THIS SUBMITTAL
SHEET
NO.
DRAWING
NO. DESCRIPTION
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
ST
S
AV
ED
B
Y:
FILE NAME:
CE
CE
00G03
GENERAL
NOTES, LEGEND, AND SYMBOLS
202910_000G03.dwg
BS
ch ro ed er
202910-000000
X X
REVISION DELTA
SCALE
FENCE
CENTER LINE
REMOVE AND/OR ABANDON
GATE
EXISTINGNEW
DETAIL REFERENCES HATCH PATTERNS
100'0 50' 200'
(EXIST)
KEY NOTE
EQUIPMENT/DEVICE
TAG AND NUMBER
PIPE TAG
BREAK LINE
TR
UE
N O
R
TH
PL
AN
T
NO
RT
H
30°
NORTH ARROW/PLANT NORTH
SYMBOLS
GENERAL NOTES
MATCH LINE
HIDDEN LINE
MATCH LINE SEE DWG ##X##
ELEVATION TOC XXXX.XX
EXISTING ELEVATION
PIPE BREAK
PLAN VIEW
PIPE BREAK
CROSS SECTION
CONSTRUCTION
FUTURE CONSTRUCTION
PIPE CONTINUATION
(SINGLE LINE)
BRACKET
EQUIPMENT
(E) = EXISTING EQUIPMENT
(F) = FUTURE EQUIPMENT
SIZE FLOW STREAM
(E) = EXISTING FLOW STREAM
(F) = FUTURE FLOW STREAM
LINE WORK
T.O.W. XXXX.X±
PIPE SIZE FLOW STREAM
XXX-XX-XXXX
X" XXX
1. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF
THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT
DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK.
3. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY
EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS.
4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK. DETAILS SHALL BE
IN THE SAME AS FOR OTHER SIMILAR WORK.
5. CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER DISCHARGE REGULATIONS
AND REQUIREMENTS.
6. PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THE
OWNER.
7. ALL PIPELINES 12" AND LARGER SHALL HAVE A MINIMUM COVER OF 36" UNLESS THE COVER DEPTH IS SPECIFICALLY INDICATED ON THE DRAWINGS. PIPE SMALLER THAN 12" SHALL HAVE A MINIMUM COVER OF 30" UNLESS NOTED OTHERWISE. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR REVISIONS ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO
ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST FOR THIS IN THE BID.
8. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN.
THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS
SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION.
9. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE.
ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED
OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE
WITHOUT ADDITIONAL COMPENSATION.
10. CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AND SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE CONNECTIONS.
PROVIDE ALL SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND WORKING SYSTEM.
11. ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, AND MANHOLES TO FINISHED GRADE UNLESS OTHER- WISE SHOWN OR DIRECTED. MANHOLES IN OPEN FIELDS SHALL BE SET TWELVE INCHES ABOVE FINISHED
GRADE AND VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE.
12. THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE AS FOLLOWS FOR
QUESTIONS OR COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTILITIES.
SUNSHINE 811: 1-800-432-4770
13. CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED PREVIOUSLY IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED UNTIL NO LONGER REQUIRED BY
THE PLANT.
14. ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED MAY NOT BE SHOWN.
WHERE PIPING IS TO BE ABANDONED AND MUST REMAIN IN SERVICE UNTIL COMPLETION OF OTHER PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS REQUIRED
TO MAINTAIN SERVICE BY THE PLANT.
15. CONTRACTOR SHALL REROUTE THE EXISTING PIPING IF REQUIRED TO MISS THE PROPOSED STRUCTURES.
THE EXISTING PIPE SHALL REMAIN IN SERVICE UNTIL NEW PIPING IS READY TO BE PLACED INTO SERVICE.
DOWNTIME SHALL BE A MAXIMUM OF 2 HOURS, UNLESS SPECIFIED OR SHOWN OTHERWISE.
16. ALL SIDEWALKS TO BE 3'-0" WIDE UNLESS SHOWN OTHERWISE.
17. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE
OWNER OF THE ELECTRIC LINES.
18. PROVIDE ALL SHEETING/SHORING REQUIRED TO PROTECT EXISTING STRUCTURES, PIPES AND FACILITIES.
19. CONTRACTOR SHALL VERIFY LOCATION OF ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL ITEMS
BEFORE PLACING ANY STRUCTURAL STEEL OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS AND
OPENINGS CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL EQUIPMENT SHALL BE
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
20. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THAT ARE REQUIRED BY OTHER CONTRACT
DRAWINGS, SHALL BE PROVIDED PRIOR TO CASTING CONCRETE.
RUBBER
TREAD PLATE
LANDSCAPING
GRATING
STEEL
ALUMINUM
BRONZE, BRASS,
OR COPPER
BRICK OR BLOCK
MISCELLANEOUS
AGGREGATE BASE
COURSE (ABC)
BEDROCK
CAST IRON OR
FIBERGLASS
CLSM
CONCRETE
(ALL CLASSES)
DRAIN ROCK
STRUCTURAL FILL
OR BACKFILL
WOOD
SPAN
ASPHALT PAVING
GRAVEL
EXISTING/
UNDISTURBED SOIL
SAND OR GROUT
KEY TAG X
VIEW
VIEW
DRAWING CUT ORIGINATION
TYPICAL DETAIL #
FILE:
SCALE:
FILE:
SECTION CUT
TYPICAL DETAIL
REFERENCE
EXTERIOR ELEVATION
VIEWS
PHOTO LOCATION
AGRID BUBBLE
ARROW INDICATES
POINT OF VIEW
- = SHOWN ON SAME DRAWING
##X## = SEE INDICATED DRAWING
DRAWING REFERENCE ##X##
DISCIPLINE DESIGNATOR
SEE INDICATED
DRAWING
SHEETS IN
DETAIL
TYPICAL DETAIL NUMBER
TYPICAL DETAIL TITLE
AREA DESIGNATOR
(WHEN APPLICABLE)
DATE CREATED
(REVISED)
PLAN NOT REFERENCED
MODIFICATION NOTE
S = STANDARD
J = JOB SPECIFIC
R = REVISED
N = NOTE TO TYPICAL DETAIL USER
##X##
SHT # OF #MOD
LINE 2
LINE 1
LINE 3
VER DATE
TYP
C/1 ##X##
FILE
SCALE
C
A FILE
INDICATES LOCATED ON
TYPICAL DETAIL SHEETS
(TYP)
(TYP) - INDICATES THE
TYPICAL DETAIL IS USED IN
MULTIPLE LOCATIONS WITHIN
THE DRAWING
DESCRIPTION
SECTION/DETAIL
PLAN
VIEW DESCRIPTION, AS NECESSARY
SHEET NUMBER
DESCRIPTION
VIEW DESCRIPTION, AS NECESSARY
PLAN/VIEW TITLE
SECTION OR DETAIL
VIEW TITLE W/
REFERENCE
DETAIL OR
ENLARGED PLAN
CALL OUT
ALPHA = SECTION
NUMERIC = DETAIL
ALPHA = ENLARGED PLAN
NUMERIC = DETAIL
TYP
A ##X##
##X##
SEE INDICATED
DRAWING
SEE INDICATED
DRAWING
(E)or (F)
(E)or (F)
GUARDRAIL
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
UNDERGROUND/
OVERHEAD
WARNING
(STATE/REGION
SPECIFIC)
Know what's below.
Call before you dig.
ST
S
AV
ED
B
Y:
FILE NAME:
CE
CE
00G04
GENERAL
ABBREVIATIONS
202910_000G04.dwg ep ar ke r
202910-000000
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
K
W
N
Y
I
Q
A
B
C
J
H
P
S
V
U
R
M
D
F
T
L
E
O
G
GV
GSP
H1E H
GRV
GPM
GPD
GRTG
GR
H2E
HP
HORIZ
HPU
HPA
HGT
HDW
HB
HEF
HDWL
GND
FX
FW
G
FXC
FV
FT or '
FSTN
FUP
FTG
GA
GL
GEN
GM
GLV
GEL
GALV
GAL
GB
GAV
LAV
LAB
LDF
LB(S)
L
JST
ISR
KGV
JT
LDFR
LP
LLV
LPG
LPA
LLH
LG
LF
LL
LHRA
IP
HWR
HWL
HxW
HWS
HW
HSF
HR
HV
HTX
HYD
INSTR
INJ
INV
INSUL
INF
ID
IA
INCL
IN or "
EJ
EIFS
EMBED
EJR
EG
ED
ECU
EFF
EF
EMH
ESEW
ES
EUH
ET
ER
EPS
EP
EQ
EPV
ECC RED
DR
DPV
DRV
DRT
DO
DMS
DMP
do
DN
DS
E
DWL(S)
EC
EA
DWD
DUC
DSW
DW
DUH
FLD
FLA
FLEX
FLE
FL
FILT
FH
FIN FL
FIN
FLG
FRPP
FPP
FS
FRS
FPM
FM
FLR
FO
FND
FG
EXPO
EXP
FAD
EXT
EWH
EW
EVR
EWEF
EWC
FB
FDL
FD
FEFF
FDR
FCU
FC
FBW
FCO
FCA
REG
REF
REJ
REINF
RED
RDL
RD
RECIRC
RDOF
REQD
RHRB
RH
RM
RLS
RG
RES
RF
REV
RCP
PSI
PSG
PT
PSIG
PSF
PRR
PROJ
PS
PRV
PV
QTY
PLW
RAS
R/W or R.O.W.
PVT
PVDF
PVC
PVMT
PVI
SEC
SE
SED
SECT
SDO
SCR
SCR
SDL
SD
SEP
SHT
SHR
SK
SIM
SHDR
SFW
SF
SHD
SG
SCO
RT
RR
RUD
RTF
RPMP
ROT
RO
RPM
RP
RW
SCB
SC
SCFM
SCD
SA
RWW
RWR
S S/W
MOD
MO
MON
MOIST
ML
MIX
MISC
MK
MJ
MOS
NG
NEV
NO., #
NIC
NA
MS
MPM
N
MTD
MIN
MAN
MAINT
MAU
MATL
M
LS
LR
LWL
LT
MAX
MG/L
MFR
MH
MGD
MET
MC
MB
MECH
MD
PLAS
PIV
PMP
PLWD
PI
PERP
PE
PH
PG
PNL(S)
PRC
PPMV
PRI
PRG
PP
POLY
POL
POW
POS
PDP
OD
OC
OPP
OPNG
OBD
NPT
NOM
O
NTS
OPP HND
PCP
PCCP
PD, PLD
PD
PCC
P
OZ
PC
PBL
DLV
TOP OF
INSIDE FACE
WTP WATER TREATMENT PLANT
OFL WEATHERPROOF, WATERPROOF
NUMBER (REBAR Ø)
OUTSIDE FACE
WORKING POINT
SANITARY WASTE
RAD
TOP OF STEEL
WPT
TAS THREADED ANCHOR STUD
ELL
EXHAUST FAN, EACH FACE
DEFLECTION ANGLE, CENTRAL ANGLE
EL
FRP
INTERIOR
FIBERGLASS REINFORCED PLASTIC
INT
CLEANOUT
O.F.
CTJ
I.F.
T.O.
CONTROL JOINT
HOOK ONE END
HOOK TWO ENDS
HEAT PUMP, HORSEPOWER, HIGH PRESSURE
GALVANIZE(D)
ADDL ADDITIONAL
CIRC
ADJACENT, ADJUST, ADJUSTABLE
ABOVE FINISHED FLOOR
CONSTRUCTION JOINT
COL(S)
AL
APPROXIMATE, APPROXIMATELY
POLYMER SOLUTION
UHMW ULTRA HIGH MOLECULAR WEIGHT
UHMWPE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE
WRS
HIGH DENSITY POLYETHYLENE
PLS
BELT FILTER PRESS
HDPE
COLUMN(S)
LEFT HAND
LOW PRESSURE
HOLLOW STRUCTURAL SECTION (STEEL)
LH
LPT
NEAR SIDE
NOT IN CONTRACT
LOW POINT
NS
HIGH POINT
ELBOW
ELEVATION
DEMO DEMOLISH, DEMOLITION
EQUIP
FIBERGLASS REINFORCED PLASTIC PIPE
HPT
EX
FINISHED GRADE
CHLORIDE
TIME DELAY RELAY, TOWEL DISPENSER/RECEPTACLE
RIGHT HAND REVERSE ACTIVE
RIGHT HAND REVERSE
TOP OF GRATING
VEC VINYL ESTER COATING
THICKENER SUPERNATANT OR SUBNATANT
TRIAD (THREE CONDUCTOR SHIELDED CABLE), TIMING RELAY
RHRA
REGULATION VALVE, PRESSURE RELIEF VALVE
PREFAB
MASONRYMASY
PREFABRICATED
STORE FRONT GLAZING SYSTEM
RHR
DRAIN
SGS WATER SURFACE
STATIC PRESSURE, SET POINT
SLUDGE TRANSFER
POINT, POINT OF TANGENCY
REVISION, REVERSE
TOP OF CURB
SERVICE VALVE, SHUTOFF VALVE, SOLENOID VALVE
WATER METER
VALVE
WEST, WIDTH
PROGRESSIVE CAVITY PUMP
ASPHALTIC CONCRETE
CATCH BASIN
WSTP WATERSTOP
CONTROL POINT
BFG BELOW FINISHED GRADE
CARPET
END OF CURVE WTF
WWTF
TUR TURBINE
WATER TREATMENT FACILITY
BTWN BETWEEN
WASTEWATER TREATMENT FACILITY
FIN GR
TANGENT LENGTH, THERMOSTAT, TIMER, TREAD
OPEN EQUIPMENT DRAIN
NPW
OED
NON-POTABLE WATER
RTU ROOF TOP UNIT
SCH
RADIUS, RADIAL
CIRCUMFERENTIAL/CIRCUMFERENCE
GENERAL, GENERATOR
GYPSUM
FXE FIRE EXTINGUISHER - ELECTRICAL
GYP
LHR LEFT HAND REVERSE
LEFT HAND REVERSE BEVELLHRB
FACTORY
CURRENT TRANSFORMER, CERAMIC TILE
CIRCLE
CLK
CORRUGATE(D), CORROSION
BCKR
EXIST
FACT
BACKER BOARD
EXISTING
CKF
CKB
CKS
CKA
CI
CHKD PL
CJ
CIP
CLD
CMLC
CML
CMU
CMP
CLV
CLP
CLL
CLS
CLR
CHF
C
BV
CAUSTIC
CA
BTU
BPV
BOTTS
BSP
BRG
CB
CFM
CF
CHEMD
CFS
CEF
CD
CC
CDT
CDL
DEG or °
DDR
DFL
DET
DBL
CY
CWV
D/W D
DG
DISCH
DIP
DL
DIW
DIM
DIAG
DIA or Ø
DIG
DIF
CW
CORR
CONT
CPT
CP
CONST
CO
CNV
CONN
CONC
CPVC
CU
CTSK
CV
CUP
CTR
CSP
CS
CTL
CT
MASONRY CONTROL JOINT
CLOSE, CONDUIT CHANNEL (STRUCTURAL)
HEADED ANCHOR STUD
MCJ
CCB
COUPLING
CLSM
CHLORINE CONTACT BASIN
CPLG
HAS
ACI
ACB
ACU
ACP
AC
AB
ABS
ABC
CONTROLLED LOW STRENGTH MATERIAL
HSS
INSIDE DIAMETER, INSIDE DIMENSION, IDENTIFICATION
GC
GRAVITY BELT THICKENER
NC
SPECIFICATION(S)
TOG
NORMALLY CLOSED
SPEC(S)
GROOVED COUPLING
DWG(S)
DOWEL(S)
CONNECT, CONNECTION
DRAWING(S)
ELEC
FIRE DEPARTMENT CONNECTION
GBT
ELECTRICAL
FDC
BD
BCM
BDR
BDD
BC
AVG
AV
AW
AVV
BF
BLR
BLKHD
BOTT
BM
BLK
BFV
BFP
BLDG
BKW
ASTM
AFC
AER
AFM
AFF
AED
ADJ
AD
ADR
ADMIN
AHU
ARCH
APPROX
ASSY
ARV
ANV
AIL
AIC
ANCH
ALT
SL
POLYMER BLENDER
POLE
PLANT CONTROL CENTER
POINT OF CURVATURE
OUNCE
OPENING
OVERFLOW
OPPOSITE HAND
OPPOSITE
PRESTRESSED CONCRETE CYLINDER PIPE
PHASE, PHYSICALLY HANDICAPPED
PRESSURE GAUGE
POST INDICATOR VALVE
POINT OF INTERSECTION
PERPENDICULAR
PULSATION DAMPENER
POSITIVE DISPLACEMENT, PLANT DRAIN
PLAIN END
POSITIVE DISPLACEMENT PUMP
OUTSIDE DIAMETER, OUTSIDE DIMENSION
MOP SINK
METERING PUMP
NORTH, NEUTRAL
MOUNTED
MOISTURE SEPARATOR
MODIFIED
MASONRY OPENING
MONUMENT
MOISTURE
NOT APPLICABLE
OPEN
NOT TO SCALE
ON CENTER
OPPOSED BLADE DAMPER
NATIONAL PIPE THREAD
NATURAL GRADE, NATURAL OR LP GAS
VALVE, NEEDLE
NOMINAL
NUMBER
PAVEMENT
POINT OF VERTICAL INTERSECTION
PLANT WATER
POINT OF VERTICAL TANGENCY
POLYVINYLIDENE FLUORIDE
POUNDS PER SQUARE INCH GAUGE
POUNDS PER SQUARE INCH
POINT OF VERTICAL CURVATURE, POLYVINYL
PLUG VALVE
QUANTITY
RECIRCULATING
ROOF DRAIN OVERFLOW
REFERENCE
REDUCER, ROOF EQUIPMENT DRAIN
ROOF DRAIN LINE
RETURN ACTIVATED SLUDGE
RIGHT OF WAY
ROOF DRAIN
REINFORCED CONCRETE PIPE
PRESSURE GAUGE
POLYETHYLENE
POLYMER
POTABLE WATER
POSITION
PANEL(S)
PLASTIC
PLATE, PROPERTY LINE
PUMP
PLYWOOD
POWER POLE
PRESSURE REDUCING VALVE, PRESSURE
PRESSURE OR VACUUM RELIEF VALVE
POUNDS PER SQUARE FOOT
PUMP STATION, PIPE SUPPORT
PROJECTION
POINT OF REVERSE CURVATURE
PARTS PER MILLION (VOLUME)
PRIMARY
PRESSURE REGULATOR
INSTRUMENT AIR
HYDRANT
INCLUDE, INCLUDING
INCHES
HEIGHT BY WIDTH
HIGH WATER LEVEL
HOT WATER
HOT WATER SUPPLY
HOT WATER RETURN
INFLUENT
JOIST
INTRINSICALLY SAFE RELAY
KNIFE GATE VALVE
JOINT
IRON PIPE
INSTRUMENTATION
INJECTOR
INVERT
INSULAT(E)(ED)(ING)(ION)
HOSE VALVE
GATE VALVE
GALVANIZED STEEL PIPE
HOSE BIBB
EXPLOSION-PROOF, HIGH, HORIZONTAL
GRAVITY VENTILATOR
GALLONS PER MINUTE
GALLONS PER DAY
GRATING
GRADE
HARDWARE
HANDRAIL, HOSE REEL, HOUR
HEAT PUMP UNIT AIR
HEAT EXCHANGER
HOOD SUPPLY FAN
HIGH PRESSURE AIR
HOOD EXHAUST FAN
HEADWALL
HORIZONTAL
HEIGHT
MOTORIZED DAMPER
MECHANICAL COUPLING
METAL
MECHANICAL
MACHINE BOLT
MATERIAL
MANUAL
MAXIMUM
MAKE-UP AIR UNIT
MANUFACTURER
MECHANICAL JOINT
MIXER
MIXED LIQUOR
MARK
MISCELLANEOUS
MILLION GALLONS PER DAY
MILLIGRAMS PER LITER
MINIMUM
MANHOLE
MAINTENANCE
LINEAL FEET
LIQUID DIESEL FUEL RETURN
LEFT HAND REVERSE ACTIVE
LONG
LIQUID DIESEL FUEL
LABORATORY
ANGLE (STRUCTURAL), LENGTH, LOUVER
POUND(S)
LAVATORY
LIVE LOAD
LEFT
LAB SINK
MOTOR
LOW WATER LEVEL
LONG RADIUS
LONG LEG VERTICAL
LONG LEG HORIZONTAL
LIQUIFIED PROPANE GAS
LOW PRESSURE AIR
TURBIDIMETER SAMPLE
THICKENED SLUDGE DECANT
TELEPHONE TERMINAL BOARD
THERMOSTAT
TANK
TEMPERATURE
TOP OF MASONRY
TOP OF CONCRETE
TURNING VANES
VARIES
UTILITY SINK
VITRIFIED CLAY PIPE
VALVE BOX
UNLESS NOTED OTHERWISE
TYPICAL
THREE-WAY VALVE
UNDERGROUND
UNDERCUT
TELEPHONE MANHOLE
PIPE SUPPORT, SUPPORT
SLUICE GATE
SYMMETRICAL
SEAL WATER
STRUCTURAL
STEAM
STEEL
STRAINER
STEEL PIPE
SYNTHETIC
THICKENER, THICKNESS, THICK
TEST HOLE
TELESCOPING VALVE
THICKENED SLUDGE
TELEPHONE
TEMPORARY BENCHMARK
TOP AND BOTTOM
TOTAL DYNAMIC HEAD
TEMPERATURE CONTROL VALVE
YARD HYDRANT
YARD CLEANOUT
SECONDARY SLUDGESSL
WYE
WASTEWATER
WATER CONTROL VALVE
WASTEWATER TREATMENT PLANT
WELDED WIRE FABRIC
PLCS
EMERGENCY HAND SWITCH
DEEP (OR DEPTH)DP
ESS
SW
PLACES
BREAK GLASS HAND SWITCHBG
WATER
WITH
VENT THROUGH ROOF
WASTE ACTIVATED SLUDGE
WITHOUT
VACUUM REGULATING VALVE
VOLUMETRIC FEEDER
VERTICAL
VOLUME
VACUUM GAUGE, VALLEY GUTTER
WALL CLEANOUT
WEIR GATE
WASTE OIL DRAIN
WALK THROUGH, WEIGHT
WATER SOFTENER
WALL LOUVER, WATER LEVEL
WALL FITTING, WASH FOUNTAIN
WALL EXHAUST FAN
WEIGHT INDICATOR
WATER HEATER
SAMPLE
SCRUBBER
SECONDARY CLARIFIER
SIDEWALK
RECLAIMED WATER, REUSE WATER, RAW WATER
RUPTURE DISK
RAW WASTEWATER
RECLAIMED WATER RETURN
SMOKE CONTROL DAMPER
SUMP DISCHARGE DRAIN LINE
SMOKE DETECTOR, SPLITTER DAMPER, STORM
SECONDARY EFFLUENT
SLUDGE DRAWOFF
SILICON CONTROL RECTIFIER
SCHEDULE
STANDARD CUBIC FEET PER MINUTE
BAR SCREEN
SURFACE CLEANOUT
ROTARY FEEDER
RETURN FAN
RESERVOIR
RIGHT HAND
RETURN GRILLE RUBBER GASKET
REINFORCE(D)(ING)(MENT)
REGULATOR, REGULATING
REQUIRED
RUBBER EXPANSION JOINT
RIGHT HAND REVERSE BEVEL
REINFORCED PLASTIC MORTAR PIPE
REVOLUTIONS PER MINUTE
RIGHT
RETURN REGISTER
RADIUS POINT
ROOM
REGISTERED LAND SURVEYOR
ROTAMETER
ROUGH OPENING
SQUARE
SAMPLE WATER
SQUARE INCH(ES)
SQUARE FEET
SAMPLE SINK
SINGLE POLE DOUBLE THROW
SUMP PUMP DRAIN
SPARE
SPLITTER BOX
SHORT RADIUS, SUPPLY REGISTER
STANDARDS(S)
STABILIZER
STIRRUPS
STIFFENER
STATION
SANITARY SEWER, SELECTOR SWITCH
SCRUBBER RECIRCULATION LIQUID (CAUSTIC)
STAINLESS STEEL
SERVICE SINK
SOLUTION
SUPPLY GRILLE
SOFTENED WATER
SOLIDS HANDLING-RECYCLE
SHOWER DRAIN
SUPPLY FAN
SECTION
SECONDARY, SECOND
SEPTAGE
SEDIMENTATION
SHOWER
SLEEVE VALVE
SLIDE GATE
SUPERNATANT OR SUBNATANT
SAMPLER, SUMP PUMP
SLUDGE COLLECTOR DRIVE
SIMILAR
SHEET
SLOPE, SLUDGE
SKIMMINGS
GROUND
AT (MEASUREMENT)
YH
AGGREGATE BASE COURSE
ANCHOR BOLT
YCO
WWF
WW
Y
WWTP
ACRYLONITRILE BUTADIENE STYRENE
ACCESS DOOR
ADMINISTRATION
AERAT(ION)(OR)
AREA EQUIPMENT DRAIN
AREA DRAIN
AMERICAN CONCRETE INSTITUTE
AIR CIRCUIT BREAKER
AIR CONDITIONING UNIT
ASBESTOS CEMENT PIPE
WV
WCO
WAS
WF
WEF
W/O
VTR
VRV
W/ W
WH
WS
WRG
WTR
WT
WP
WL
WI
WOD
WM
BLOCK
BUILDING
PROCESS BLOWER
BULKHEAD
BACKWASH
BASIN DRAIN LINE
BACKDRAFT DAMPER
BUTTERFLY VALVE
BLIND FLANGE
BEAM, BENCH MARK
BALL VALVE
BRITISH THERMAL UNITS
CAUSTIC SOLUTION (CONCENTRATED OR DILUTE)
CONCRETE ANCHOR
BLACK STEEL PIPE
BOTTOM SLUDGE
BOTTOM
BEARING
BACK PRESSURE VALVE
BOARD
ALUMINUM
ALTERNATE
ANGLE VALVE
ANCHOR
AIR INTAKE LOUVER
AIR FLOW MONITOR
AFTERCOOLER
AIR COMPRESSOR
AIR HANDLING UNIT
ARCHITECTURAL
ACID WASTE
AIR AND VACUUM VALVE
BATCHMETER
BEGIN CURVE, BRASS CAP, BACK OF CURB, BOLT
AVERAGE
ASSEMBLY
AIR RELEASE VALVE
ACID VENT
AMERICAN SOCIETY FOR TESTING AND MATERIALS
STIR
STIFF
STM
STL
STD(S)
ST
STB
STA
STP
SYM
SWR
T
SYN
SV
STRUCT
STR
SUPT
SUG
SSK
SP
SOL
SPDT
SPD
SN
SLG
SLC
SMP
SLV
SPL
SR
SQ IN(S)
SS
SRL
SQ FT
SPS
SPR
SQ
SPW
TYP
TWV
UG
UC
TV
TSPL
TSD
TTB
TSTAT
UNO
VFR
VERT
VOL
VG
VCP
V
US
VB
VAR
TS
TEL
TDR
THK
TH
TDH
TBM
T&B
TCV
TC
TKS
TOS
TOM
TR
TOC
TMH
TLV
TNK
TMP
ELECTRIC WATER HEATER, EXHAUST
EACH WAY EACH FACE
EXPANSION, EXPANSION TANK
EXISTING
ELECTRIC WATER COOLER
ELECTRIC UNIT HEATER
ELECTRICALLY HEAT TRACED
EACH WAY
EVAPORATOR
EXPOSED
FLOOR CLEANOUT
FLANGE COUPLING ADAPTER
FIRE DAMPER, FLOOR DRAIN, FOUND
FAN COIL UNIT
FACE OF CURB, FLEXIBLE COUPLING
FOUL AIR DUCT
EXTERIOR
FILTER BACKWASH
FLAT BAR
EMERGENCY SHOWER AND EYE WASH
EXHAUST GRILLE
EFFLUENT
EXPANSION JOINT
EXTERIOR INSULATION AND FINISH SYSTEM
EQUIPMENT DRAIN
EACH
EAST
EVAPORATOR COOLING UNIT
ECCENTRIC REDUCER
INJECTOR/EDUCTOR
EQUIPMENT
EQUAL
EACH SIDE
EXHAUST REGISTER
ECCENTRIC PLUG VALVE
ELECTRICAL MANHOLE
EMBEDMENT
EXPANDED POLYSTYRENE
EDGE OF PAVEMENT
FLAP VALVE
FUEL DISPENSER
FIRE EXTINGUISHER
FOOTING
FAR SIDE
FROTH SPRAY
FOOT, FEET
FASTEN(ED)
FIRE EXTINGUISHER CABINET
GLASS
GRAVITY EXHAUST LOUVER
GAS METER
GLOBE VALVE
GRADE BREAK
GAUGE or GAGE
GAS, GROUND, GUTTER
GRAVITY VENTILATOR
GALLONS
FLEXIBLE PLASTIC PIPE
FINISH
FILTRATE
FINISHED FLOOR
FIRE HYDRANT
FEEDER
FLOOR DRAIN LINE
FLAP GATE
FINAL EFFLUENT
FOUL AIR
FOUNDATION
FORCE MAIN
FEET PER MINUTE
FUEL OIL
FILTER
FILTER EFFLUENT
FILTER DRAIN
FLANGE, OR FLANGED
FLEXIBLE
CEMENT MORTAR LINED AND COATED
CEMENT MORTAR LINED
CONCRETE MASONRY UNIT
CORRUGATED METAL PIPE
CHLORINE GAS (VACUUM)
CHLORINE GAS (PRESSURE)
CHLORINE LIQUID
CHLORINE SOLUTION
CLEAR
CONVEYOR
CONTROL
CHEMICAL SUMP PUMP, CORRUGATED STEEL PIPE
COUNTERSUNK
CENTER, CENTERED
CARBON STEEL, CIRCULATING SLUDGE
CONSTRUCTION
CONCRETE
CHLORINATED POLYVINYL CHLORIDE
CONTINUOUS OR CONTINUATION OR (D) (OUS)
CHLORINE LEAK DETECTOR
CUBIC FEET PER MINUTE
CUBIC FEET
CHEMICAL DRAIN
CUBIC FEET PER SECOND
CEILING EXHAUST FAN
CEILING DIFFUSER, CONDENSATE DRAIN
CENTER OF CURVATURE, CENTER TO CENTER
CONDUIT
CHEMICAL DRAIN LINE
CHEMICAL FEEDER
CHECK VALVE, SWING
CHECK VALVE, FLAP
CHAIN LINK
CENTER LINE
CHECK VALVE, BALL
CAST IRON
CHECKERED PLATE
CHECK VALVE, ANGLE
CAST IRON PIPE
DOWN
DIAPHRAGM SEAL
DOOR OPENING
DITTO
DAMPER
DEIONIZED WATER
DISCHARGE
DOOR LOUVER
DEAD LOAD, DRAIN LINE
DIAPHRAGM VALVE
DUCT HEATER UNIT
DUST COLLECTOR
DEWATERING DRAIN
DISTILLED WATER
DISTILLED WATER, DOOR SWITCH
DRIP TRAP
DOOR, DRAIN
DIGESTED SLUDGE, DOWN SPOUT
DRAIN VALVE
DUCTILE IRON PIPE
DEPTH, DIGITAL OR DISCRETE, DRAIN
CUBIC YARD
DOUBLE
DRIVEWAY
COMBINATION WASTE AND VENT
COPPER PIPE
CUBIC
COLD WATER
CHECK VALVE
DESICCANT DRYER
DIFFUSER
DIAGONAL
DIMENSION
DIGESTER
DIAMETER
DETAIL
DEGREE
DOOR GRILLE
DECANT/FILTRATE
SOUTH, SWITCH, SLOPE
CL
PL
FLOOR, FLOW LINE
SST
FOB
FOT
FLAT ON BOTTOM
FLAT ON TOP
BWCCP BAR-WRAPPED CONCRETE CYLINDER PIPE
RCCP REINFORCED CONCRETE CYLINDER PIPE
FLUSHING WATER, FINISHED WATER
BOTTOM OFBO
ESMT EASEMENT
TOP OF WALLT.O.W.
RER REACTOR
R RISER
TOP OF BANKTOB
ULTRAVIOLET LIGHTUV
AOP ADVANCED OXIDATION PROCESS
GAC GRANULAR ACTIVATED CARBON
GST GROUND STORAGE TANK
HIGH SERVICE PUMPHSP
HP HYDROGEN PEROXIDE
BWS BACKWASH SUPPLY
BWW BACKWASH WASTE
MG MILLION GALLON
TREATED WATERTW
M
M
HYDROGEN PEROXIDE
LAKES WELLS 2-3
FROM TWIN
AVE WELLS 1-5
FROM OREGON
COURSE WELLS 1-2
FROM GOLF
COURSE WELLS 3-6
FROM GOLF
00G06E -
BACKWASH FROM HIGH SERVICE
PUMP DISCHARGE
TO SANITARY SEWER
00G06G -
STORAGE TANKS
TO GROUND
TO SANITARY SEWER
M
M
M
M
M
M
M
M
M
M
M
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
JRW
ELP
JAO
00G05
GENERAL
PROCESS FLOW DIAGRAM 1
202910_000G05.dwg ep ar ke r
202910-000000
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
STATIC MIXER
UV AOP CHAMBER
GAC CONTACTOR NO.1
CARBON FILL
CARBON OUT
DRAIN
MAGNETIC
FLOW METER
MOTORIZED
BUTTERFLY
VALVE
TYP OF GAC
VESSELS
NO. 2-10
BACKWASH
WASTE PUMPS
BACKWASH TANK
ON-SITE
LIFT STATION
NC
NC
NC
NC
NC
NC
NC
UV AOP CHAMBER
NC
CARBON OUT
NC
BACKWASH TANK NCBACKFLOW PREVENTER
BACKFLOW PREVENTER
D
SODIUM HYPOCHLORITE
00G05
PHOSPHATE BLEND
SODIUM HYPOCHLORITE
FLUOROSILICIC ACID
CONTACTORS 1-10
FROM GAC
TO DISTRIBUTION
F 00G05
GAC VESSELS
BACKWASH TO
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
JRW
ELP
JAO
00G06
GENERAL
PROCESS FLOW DIAGRAM 2
202910_000G06.dwg m be rry
202910-000000
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
0.75 MG GROUND STORAGE TANK
WITH TRAY AERATOR
HSP NO.1
HSP NO.2
HSP NO.3
HSP NO.4
NC
0.75 MG GROUND STORAGE TANK
WITH TRAY AERATOR
H
YD
R
AU
LI
C
G R
AD
E
LI
N
E
EL
EV
AT
IO
N
(F
EE
T)
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
Pl ot
D at e:
EDS
MR
JAO
00G07
GENERAL
HYDRAULIC PROFILE
202910_000G07.dwg m be rry
202910-000000
/7
/2
:2 0:
A
M
STATIC MIXER UV AOP CHAMBER GAC VESSELS GROUND
STORAGE TANKSWELL PUMPS
EL 166.20
EL 138.40
EL 137.70
EL 136.90
EL 136.20 EL 135.00
EL 109.40 EL 107.00
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
FM
S
S
PROPOSED
MAIN WATER TREATMENT PLANT
OPERATIONS BUILDING
F.F. = 57.20
PROPOSED
LIFT STATION
LS01
Plant Site
B-5
B-4
B-3B-2
B-1
PROPOSED
LIFT STATION LS02
S
Water Treatment Sanford Main
B-5
B-4
B-3B-2
W W
RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM
R W
M R
W M
22"P
E
COUNTRY CLUB ROAD
W . 2
5T H
S
TR
EE
T
W W
W W
W W
W
W
W W
W W
W W
W W
W
W
W W
W W
W W
W W
W W
W
W
W
W
MAIN WATER TREATMENT
PLANT F.F.E.= 57.21'
ELECTRIC BOX
CENTER
N: 1618476.36 E: 554198.78
TOP ELEV = 55.99'
ELECTRIC BOX
CENTER
N: 1618479.46 E: 554194.67
TOP ELEV = 56.02'
GENERATOR PAD
F.F.E. = 57.45'
GENERATOR PAD
F.F.E. = 57.45'
CONCRETE PAD
ELEV = 57.20'
CONCRETE PAD
ELEV = 55.27'
CONCRETE PAD
ELEV = 55.42'
CONCRETE PAD
ELEV = 55.33'
CONCRETE PAD
ELEV = 55.27'
CONCRETE BLOCK
HALF WALL, 4' TALL
CONCRETE BLOCK
HALF WALL, 4' TALL
TRANSFORMER PAD
F.F.E. = 57.56'
2'' H
DPE
2'
' H D
PE
2'
' H D
PE
2'
' H D
PE
2''
H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DPE
2'' H
DPE
2'' H
DPE
2'' H DPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE
2'' HDPE
2'' HDPE
2'' H D
PE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
1'' P
VC
1'' P
VC
1' ' P
VC
1' ' P
VC
1''
PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC 1'' PVC 1'' PVC 1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
EXISTING FH
EXISTING FH
W W W W W
EX WATER MAIN
PC
E
C O
U N
TR
Y
C
LU
B R
O A
D
W. 25TH STREET
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
Pl ot
D at e:
JZ
MR
MRA
00CD01
CIVIL
DEMOLITION PLAN
202910_00CD01.dwg m re y
202910-000000
9/
/2
7:
:0
AM
SCALE
KEY PLAN
KEY PLAN
NORTH
60'30'0 15'
SCALE: 1" = 30'
Know what's below.
Callbefore you dig.
KEY NOTES:
1. REMOVE EX 24" RW PIPING
2. REMOVE GROUND STORAGE TANK
3. REMOVE BOLLARDS (TYP 10)
4. REMOVE CONCRETE PAD
5. BACKFILL POND TO EL 56
6. REMOVE CONCRETE PAD AND EXISTING
STRUCTURES
7. REPAIR DROP INLET
8. REMOVE EX 30" PW PIPING
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
DEMOLITION LIMITS
LEGEND
POND A
POND B
ST
S
AV
ED
B
Y:
FILE NAME:
Pl ot
D at e:
CE
CE
00GC01
CIVIL
CIVIL LEGEND AND SYMBOLS
202910_00GC01.dwg m re y
202910-000000
/5
/2
:0 5:
A
M
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
CONTROL POINT
SYMBOLS
EXISTING MONUMENT
EXISTING CONTROL POINT
SYMBOL DESCRIPTION
FLOW/SLOPE
DIRECTION
MANHOLE (PLAN)
PULL BOX
POWER TOWER
SYMBOL DESCRIPTION
ROCK WALL
HEADWALL
CABLE TV
UTILITY POLE
UTILITY POLE GUY WIRE
COORDINATES
SLOPE CALLOUT
GUARD POST
CONTROL POINT
X 1325.00
PT
RADIUS
ANGLE
CLOCKWISE
PC
P
CTV
SHRUB/HEDGE
TREE
T TELEPHONE PEDESTAL
CO
CLEANOUT
LIGHT
PP
POWER POLE
SIGN/SIGN POST
ELECTRICAL MANHOLE
AND PULL BOX
GATE
LINE WORK
EDGE OF PVMT OR
OUTSIDE FACE OF
CURB
CXX
SPOT ELEVATION
EXISTING SPOT ELEVATION
2:1
XX
N 1600000 E 1000000
2.0%
FIRE HYDRANT
CATCH BASIN
E
POTHOLE
POTHOLE NUMBER
SHORING /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\
FLOWLINE
GUARDRAIL
NEW ROAD
EXISTING CONTOURS (SCREENED)
NEW FENCE
POWER POLE & LINE
EXISTING FENCE (SCREENED)
EXISTING ROAD (SCREENED)
PROPERTY LINE OR RIGHT OF WAY
REMOVE OR ABANDONED (CROSS
HATCHING: FENCE SHOWN AS EXAMPLE)
SLOPE
EXISTING PIPING (TRIPLE LINES) (SCREENED)
NEW PIPING (SINGLE LINE)
NEW PIPING (TRIPLE LINES)
EXISTING STRUCTURES (SCREENED)
EXISTING PIPING (SINGLE LINE)(SCREENED)
CENTER, MONUMENT, OR SURVEY LINE
PP
X X
X X
OHE OHE
CTV CTVCABLE TV (UNDERGROUND)
FIBER OPTIC
NG NGNATURAL GAS
SANITARY SEWER
STORM DRAIN
NEW STRUCTURES OR EDGE OF PAVEMENT
FUTURE ROAD, WATER EDGE OR RIDGE
HIDDEN LINE OR TRAIL EDGE
FO FO
UNDERGROUND ELECTRIC
RAILROAD TRACKS
FUEL
TELEPHONE
WATER
NEW CONTOURS
SILT FENCE SF SF SF
EASEMENT
EXISTING EASEMENT
CITY LIMITS
EXISTING GRADE (PROFILE)
PROPOSED GRADE (PROFILE)
CURB
CURB & GUTTER
HATCH PATTERNS
SWALE
S=0.0020
M METER BOX
NOTE: ALL SYMBOLS SHOWN AS NEW.
EXISTING SYMBOLS ARE SCREENED.
COORDINATES / ELEVATION
ROADWAY / PIPE CURVES
ROADWAY / PIPE CURVE
(SEE TABLE ON EACH
PAVING AND GRADING OR
CIVIL PIPING DWG WITH
ROADWAY / PIPE CURVES.)
LOC LOC
SECTION CUT
TYPICAL DETAIL
REFERENCE
EXTERIOR ELEVATION
VIEWS
PHOTO LOCATION
GRID BUBBLE
PLAN/TITLE
SECTION OR DETAIL
TITLE W/ REFERENCE
DETAIL CALL-OUT
(ENLARGED)
ARROW INDICATES
POINT OF VIEW
DRAWING REFERENCE ##X##
PLAN NOT REFERENCED
DETAIL REFERENCES
DESCRIPTIONSYMBOL
REVISION DELTA
SCALE
KEY NOTE
BREAK LINE
ELEVATION TOC XXXX.XX
EXISTING ELEVATION
PIPE BREAK
PLAN VIEW
PIPE BREAK
CROSS SECTION
PIPE CONTINUATION
(SINGLE LINE)
BRACKET
EX TOW XXXX.X±
UNDERGROUND/
OVERHEAD
WARNING
(STATE/REGION
SPECIFIC)
NORTH ARROW/
PLANT NORTH
EQUIPMENT/DEVICE
KEY TAG
PIPE TAG
VIEW
AREA DESIGNATOR
(WHEN APPLICABLE)
DISCIPLINE DESIGNATOR
CONSECUTIVE
SHEET NUMBER
TYPICAL DETAIL TITLE
SHEETS IN
DETAIL
MODIFICATION NOTE
S = STANDARD
J = JOB SPECIFIC
R = REVISED
N = NOTE TO TYPICAL DETAIL USER
DATE CREATED
(REVISED)
LENGTH
CURVE NUMBER
RADIUS POINT
XX
FUTURE PIPING
(WHERE APPLICABLE)
FUTURE
* FOR EXISTING PIPING SHOW AS
EX SIZE FLOW STREAM
UGE UGE
F F
SS SS
SD SD
TEL TEL
W W
FORCEMAIN SANITARY SEWER FM FM
BURIED VALVE
PIPE CAP OR
CONNECTION
CHECK VALVE
FLANGE
PLUG VALVE
REDUCER
AIR RELEASE VALVE
BLOW OFF VALVE
SERVICE CONNECTION
HOSE BIBB / YARD HYDRANT
BALL VALVE
GATE VALVE
BUTTERFLY VALVE
LIMITS OF CONSTRUCTION
##X##
SEE INDICATED
DRAWING
VIEW
DRAWING CUT ORIGINATION
ALPHA = SECTION
NUMERIC = DETAIL
SOIL BORING LOCATIONS
EQUIPMENT/DEVICE
NUMBER
STAGING AREA
CLSM
TREAD PLATE
AGGREGATE
BASE COURSE
(ABC)
ASPHALT PAVING
GRATING
BEDROCK
CONCRETE
(ALL CLASSES)
DRAIN ROCK
GRAVEL
RIPRAP
EXISTING/
UNDISTURBED
SOIL
STRUCTURAL
FILL OR BACKFILL
STEEL
LANDSCAPING
OR
(WITH AERIAL)
SPAN
SCALE:
FILE:
PLAN
DESCRIPTION
FILE
SCALEA
VIEW TITLE
A ##X##
- = SHOWN ON SAME DRAWING
##X## = SEE INDICATED DRAWING
VIEW
SCALE:
FILE:
ELEVATIONC/1
##X## SCALE
FILE
DESCRIPTION
VIEW TITLE
TYP
TYPICAL DETAIL #
##X## A
A 1
TYP
SHT OF XX/XX/20XXXX
LINE 3
LINE 2
S
LINE 1?
TYPICAL DETAIL #
XXX-XX-XXX
40'20'0 10'
SCALE: 1" = 20'
MATCH LINE STA XXX SEE DWG XXXMATCH LINE
X" XXX
PIPE SIZE
FLOW STREAM
30.0°
N O
R
TH
TR
UE
PL
AN
T
NO
RT
H
ANY SPECIFIC DESIGNATIONS
NOTED WILL NEED TO REFER TO
ABBREVIATIONS
Know what's below.
Callbefore you dig.
N XXXXXXX.XX
E XXXXXXX.XX
FG XX.XX
XX
B-XX
PHXX
PH
S
PROPOSED
MAIN WATER TREATMENT PLANT
OPERATIONS BUILDING
F.F. = 57.20
PROPOSED
LIFT STATION
LS01
Plant Site
B-5
B-4
B-3B-2
B-1
PROPOSED
LIFT STATION LS02
S
Water Treatment Sanford Main
B-5
B-4
B-3B-2
W W
RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM
R W
M R
W M
22"P
E
COUNTRY CLUB ROAD
W . 2
5T H
S
TR
EE
T
W W
W W
W W
W
W
W W
W W
W W
W W
W
W
W W
W W
W W
W W
W W
W
W
W
W
57.15
57.10
M.E.
56.60
56.90
56.00
56.10 56.60
56.90
56.75
56.6056.40
57.00
56.40
56.30
57.15
56.60
56.50
M.E.
56.60 56.30
56.30
56.30
56.00
55.80
56.10
56.00
M.E.
M.E. M.E.
57.15
57.10
57.00
57.00
57.15
57.15
57.10
56.90
57.10
.0
56.50
M.E.
BOLLARDS ALONG
PAVEMENT THIS
AREA. SPACED
@ 6' - 0" OC (TYP)
SEE NOTE #7
ADD TRANSFORMER
PER FPL REQ'T
5' EARTHEN WEIR
@ EL. 56.5
55.59
RAMP
57.10
M.E.M.E.
SWALE
PAD EL. = 55.50
55.0055.00
53.00 53.00
55.00
54.00
54.0054.00
53.00
55.00
54.00
53.00
55.50
55.50
55.50
55.50
MAIN WATER TREATMENT
PLANT F.F.E.= 57.21'
ELECTRIC BOX
CENTER
N: 1618476.36 E: 554198.78
TOP ELEV = 55.99'
ELECTRIC BOX
CENTER
N: 1618479.46 E: 554194.67
TOP ELEV = 56.02'
TO
P
TO
P
TO
P
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP TOP TOP
TOP
TOP
TOP
TO
P
TO
P
TO
P
TO
P
TO
P
TO
P
TO
E
TOE
TOE TOE TOE
TOE
TOE
TOE
TOE
TOE
TOE TOE TOE
TOE
TO
E
TOP
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
TO
P
TO
P
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TO
P
TO
P
GENERATOR PAD
F.F.E. = 57.45'
GENERATOR PAD
F.F.E. = 57.45'
CONCRETE PAD
ELEV = 57.20'
CONCRETE PAD
ELEV = 55.27'
CONCRETE BLOCK
HALF WALL, 4' TALL
CONCRETE BLOCK
HALF WALL, 4' TALL
TRANSFORMER PAD
F.F.E. = 57.56'
2'' H
DPE
2'
' H D
PE
2'
' H D
PE
2'
' H D
PE
2''
H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DPE
2'' H
DPE
2'' H
DPE
2'' H DPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE
2'' HDPE
2'' HDPE
2'' H D
PE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
1'' P
VC
1'' P
VC
1' ' P
VC
1' ' P
VC
1''
PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC 1'' PVC 1'' PVC 1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
EXISTING FH
EXISTING FH
W W W W W
EX WATER MAIN
PC
E
C O
U N
TR
Y
C
LU
B R
O A
D
W. 25TH STREET
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
Pl ot
D at e:
JZ
MR
MRA
00C01
CIVIL
EXISTING CONDITIONS SITE PLAN
202910_00C01.dwg m re y
202910-000000
9/
/2
7:
:0
AM
SCALE
KEY PLAN
KEY PLAN
NORTH
GENERAL NOTES:
1. THE EXISTING FACILITY DRAWINGS AND TOPO
ARE BASED ON INFORMATION PROVIDED BY
CLIENT AND OBTAINED FROM AS-BUILT
DRAWINGS. ALL DIMENSIONS AND ELEVATIONS
ARE APPROXIMATE BASED ON AVAILABLE
INFORMATION. CONTRACTOR SHALL FIELD
VERIFY ACTUAL LOCATION AND LAYOUT OF
EQUIPMENT AND APPURTENANCES TO BE
DEMOLISHED.
2. UNDERGROUND UTILITY LOCATIONS ARE
APPROXIMATE. CONTRACTOR SHALL FIELD
VERIFY LOCATIONS OF UTILITIES TO REMAIN AND
PROTECT IN PLACE. ALL UTILITIES THAT ARE NOT
PART OF THE WORK SHALL REMAIN IN SERVICE
DURING CONSTRUCTION UNLESS APPROVED BY
THE OWNER AND ENGINEER.
3. VERTICAL ELEVATIONS SHOWN ARE IN U.S.
SURVEY FEET, AND ARE BASED UPON THE NORTH
AMERICAN VERTICAL DATUM OF 1988
4. NO UNDERGROUND UTILITIES HAVE BEEN
LOCATED AND/OR SHOWN ON THIS SURVEY.
ONLY VISIBLE AND APPARENT ABOVE GROUND
UTILITY APPURTENANCES ARE SHOWN
60'30'0 15'
SCALE: 1" = 30'
Know what's below.
Callbefore you dig.
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
S
PROPOSED
MAIN WATER TREATMENT PLANT
OPERATIONS BUILDING
F.F. = 57.20
PROPOSED
LIFT STATION
LS01
Plant Site
B-5
B-4
B-3B-2
B-1
PROPOSED
LIFT STATION LS02
S
Water Treatment Sanford Main
B-5
B-4
B-3B-2
W W
RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM
R W
M R
W M
E
COUNTRY CLUB ROAD
W . 2
5T H
S
TR
EE
T
W W
W W
W W
W
W
W W
W W
W W
W W
W
W
W W
W W
W W
W W
W W
W
W
W
W
MAIN WATER TREATMENT
PLANT F.F.E.= 57.21'
ELECTRIC BOX
CENTER
N: 1618476.36 E: 554198.78
TOP ELEV = 55.99'
ELECTRIC BOX
CENTER
N: 1618479.46 E: 554194.67
TOP ELEV = 56.02'
GENERATOR PAD
F.F.E. = 57.45'
GENERATOR PAD
F.F.E. = 57.45'
CONCRETE PAD
ELEV = 57.20'
CONCRETE PAD
ELEV = 55.27'
CONCRETE BLOCK
HALF WALL, 4' TALL
CONCRETE BLOCK
HALF WALL, 4' TALL
TRANSFORMER PAD
F.F.E. = 57.56'
2'' H
DPE
2'
' H D
PE
2'
' H D
PE
2'
' H D
PE
2''
H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DPE
2'' H
DPE
2'' H
DPE
2'' H DPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE
2'' HDPE
2'' HDPE
2'' H D
PE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
1'' P
VC
1'' P
VC
1' ' P
VC
1' ' P
VC
1''
PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC 1'' PVC 1'' PVC 1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
EXISTING FH
EXISTING FH
W W W W W
EX WATER MAIN
PC
E
C O
U N
TR
Y
C
LU
B R
O A
D
W. 25TH STREET
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
Pl ot
D at e:
JZ
MR
MRA
00C02
CIVIL
PROPOSED SITE PLAN
202910_00C02.dwg m re y
202910-000000
9/
/2
7:
:0
AM
SCALE
KEY PLAN
KEY PLAN
NORTH
60'30'0 15'
SCALE: 1" = 30'
Know what's below.
Callbefore you dig.
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
# PROCESS AREAS
1 GAC VESSELS AND BACKWASH SYSTEM
2 HYDROGEN PEROXIDE STORAGE AND FEED
3 UV AOP ROOM
4 ELECTRICAL ROOM
5 FINISHED WATER FLOW METER ASSEMBLY
6 BYPASS FLOW METER
7 GST NO. 1 (0.75 MG)
8 GST NO. 2 (0.75 MG)
9 DRY DETENTION (POND B)
10 DRY DETENTION (POND C)
11 DRY DETENTION (POND D)
12 HYDROGEN PEROXIDE STATIC MIXER AREA
RIPRAP
WEIR
ELEVATION
AT EL 56
RIPRAP
WEIR ELEVATION
AT EL 56
DRY DETENTION AREA
BOTTOM EL 53
(WET SEASON
WATER TABLE EL 46)
TOP OF BANK
MATCH EXISTING
ELEVATIONS
AT EL = 57
DRY DETENTION AREA
BOTTOM EL 55
TOP OF BANK
MATCH EXISTING
ELEVATIONS AT
EL = 57
DRY DETENTION AREA
BOTTOM EL 54
TOP OF BANK
MATCH EXISTING
ELEVATIONS AT
EL = 57
PROPOSED
MAIN WATER TREATMENT PLANT
OPERATIONS BUILDING
F.F. = 57.20
PROPOSED
LIFT STATION
LS01
B-3B-2
B-1
S
S
B-3B-2
W W
W
RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM
22"P
E
ELECTRIC BOX
CENTER
N: 1618476.36 E: 554198.78
TOP ELEV = 55.99'
CONCRETE PAD
ELEV = 57.20'
CONCRETE BLOCK
HALF WALL, 4' TALL
CONCRETE BLOCK
HALF WALL, 4' TALL
TRANSFORMER PAD
F.F.E. = 57.56'
2'' HDPE
2'' H
DPE
2'
' H D
PE
2'
' H D
PE
2'
' H D
PE
2'
' H D
PE
2''
H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DPE
2'' H
DPE
2'' H
DPE
2'' H
DPE
2'' H
DPE
2'' H DPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
W
GST NO. 2
0.75 MG
GST NO. 1
0.75 MG
POND C
TOB EL 57
BOTT EL 53
POND B
TOB EL 57
BOTT EL 55
E
C O
U N
TR
Y
C
LU
B R
O A
D
W. 25TH STREET
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
Pl ot
D at e:
JZ
MR
MRA
00C03
CIVIL
PAVING AND GRADING 1
202910_00C03.dwg m re y
202910-000000
9/
/2
7:
:0
AM
SCALE
KEY PLAN
KEY PLAN
NORTH
40'20'0 10'
SCALE: 1" = 20'
Know what's below.
Callbefore you dig.
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
M
AT
C H
L
IN
E
SE
E D
W G
0C
MATCH EXISTING
ELEVATIONS AT
EL. = +/- 60
MATCH EXISTING
ELEVATIONS ALONG THE
FENCE LINE AT EL. = +/- 57
MATCH EXISTING
ELEVATIONS ALONG THE
FENCE LINE AT EL. = +/- 57
DRY DETENTION AREA
BOTTOM EL 50
(WET SEASON
WATER TABLE EL 46)
WEIR ELEVATION
AT EL 56
RIPRAP
DRY DETENTION AREA
BOTTOM EL 54.5
TOP OF BANK
MATCH EXISTING
ELEVATIONS AT
EL = 57
S
S
Plant Site
B-5
B-4
PROPOSED
LIFT STATION LS02
Water Treatment Sanford Main
B-5
B-4
RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM
W
R W
M R
W M
R W
M
COUNTRY CLUB ROAD
W . 2
5T H
S
TR
EE
T
W W
W W
W W
W W
W
W
W
W
W W
W W
W W
W W
W W
W W
W
W W
W W
W
W
W W
WW
ELECTRIC BOX
CENTER
N: 1618479.46 E: 554194.67
TOP ELEV = 56.02'
TO
P
TO
P
TO
P
TO
P
TOP
TOP
TOP TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TO
P
TO
P
TO
P
TO
P
GENERATOR PAD
F.F.E. = 57.45'
GENERATOR PAD
F.F.E. = 57.45'
CONCRETE PAD
ELEV = 55.27'
2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' H
D
PE
1'' PVC
1'' P
VC
1'' P
VC
1'' P
VC
1' ' P
VC
1' ' P
VC
1''
PVC
1'' P
VC
1'' PVC
1'' PVC
1'' PVC 1'' PVC
1'' PVC
1'' PVC
1'' PVC 1'' PVC 1'' PVC 1'' PVC 1'' PVC 1'' PVC 1'' PVC
EXISTING FH
EXISTING FH
W W W W W W
EX WATER MAIN
GAC VESSELS
AND BACKWASH
SYSTEM
F.F. EL. = 57.20
UV AOP ROOM
F.F. EL. = 57.20
ELECTRICAL
ROOM
F.F. EL. = 57.20
HYDROGEN
PEROXIDE
STORAGE AND
FEED
F.F. EL. = 57.20
POND D
TOB EL 57
BOTT EL 54
FINISHED WATER
FLOW METER
ASSEMBLY
BYPASS
FLOW METER
ASSEMBLY
HYDROGEN
PEROXIDE
STATIC
MIXER AREA
MATCH EX EL ALONG THE
FENCE LINE AT EL = +/- 57
E
C O
U N
TR
Y
C
LU
B R
O A
D
W. 25TH STREET
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
Pl ot
D at e:
JZ
MR
MRA
00C04
CIVIL
PAVING AND GRADING 2
202910_00C04.dwg m re y
202910-000000
9/
/2
7:
:0
AM
SCALE
KEY PLAN
KEY PLAN
NORTH
40'20'0 10'
SCALE: 1" = 20'
Know what's below.
Callbefore you dig.
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
M
AT
C H
L
IN
E
SE
E D
W G
0C
MATCH EXISTING
ELEVATIONS
PROPOSED
PAVEMENT
WEIR (WIDTH = 6")
AT EL = 56
S
PROPOSED
MAIN WATER TREATMENT PLANT
OPERATIONS BUILDING
F.F. = 57.20
PROPOSED
LIFT STATION
LS01
Plant Site
B-5
B-4
B-3B-2
B-1
PROPOSED
LIFT STATION LS02
S
Water Treatment Sanford Main
B-5
B-4
B-3B-2
W W
RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM
R W
M R
W M
22"P
E
COUNTRY CLUB ROAD
W . 2
5T H
S
TR
EE
T
W W
W W
W W
W
W
W W
W W
W W
W W
W
W
W W
W W
W W
W W
W W
W
W
W
W
MAIN WATER TREATMENT
PLANT F.F.E.= 57.21'
ELECTRIC BOX
CENTER
N: 1618476.36 E: 554198.78
TOP ELEV = 55.99'
ELECTRIC BOX
CENTER
N: 1618479.46 E: 554194.67
TOP ELEV = 56.02'
GENERATOR PAD
F.F.E. = 57.45'
GENERATOR PAD
F.F.E. = 57.45'
CONCRETE PAD
ELEV = 57.20'
CONCRETE PAD
ELEV = 55.27'
CONCRETE BLOCK
HALF WALL, 4' TALL
CONCRETE BLOCK
HALF WALL, 4' TALL
TRANSFORMER PAD
F.F.E. = 57.56'
2'' H
DPE
2'
' H D
PE
2'
' H D
PE
2'
' H D
PE
2''
H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DPE
2'' H
DPE
2'' H
DPE
2'' H DPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE
2'' HDPE
2'' HDPE
2'' H D
PE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
1'' P
VC
1'' P
VC
1' ' P
VC
1' ' P
VC
1''
PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC 1'' PVC 1'' PVC 1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
EXISTING FH
EXISTING FH
W W W W W
EX WATER MAIN
GST NO. 2
0.75 MG
GST NO. 1
0.75 MG
GAC VESSELS
AND BACKWASH
SYSTEM
F.F. EL. = 57.20
UV AOP ROOM
F.F. EL. = 57.20
ELECTRICAL
ROOM
F.F. EL. = 57.20
HYDROGEN
PEROXIDE
STORAGE AND
FEED
F.F. EL. = 57.20
POND C
TOB EL 57
BOTT EL 53
POND B
TOB EL 57
BOTT EL 55
POND D
TOB EL 57
BOTT EL 54
FINISHED WATER
FLOW METER
ASSEMBLY
BYPASS
FLOW METER
ASSEMBLY
HYDROGEN
PEROXIDE
STATIC
MIXER AREA
MATCH EX EL ALONG THE
FENCE LINE AT EL = +/- 57
PC
E
C O
U N
TR
Y
C
LU
B R
O A
D
W. 25TH STREET
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
Pl ot
D at e:
JZ
MR
MRA
00C05
CIVIL
YARD PIPING SITE PLAN
202910_00C05.dwg m re y
202910-000000
9/
/2
7:
:0
AM
SCALE
KEY PLAN
KEY PLAN
NORTH
60'30'0 15'
SCALE: 1" = 30'
Know what's below.
Callbefore you dig.
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
CONNECT TO
EX FORCE MAIN
PROPOSED
MAIN WATER TREATMENT PLANT
OPERATIONS BUILDING
F.F. = 57.20
PROPOSED
LIFT STATION
LS01
B-3B-2
B-1
S
S
B-3B-2
W W
W
RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM
22"P
E
ELECTRIC BOX
CENTER
N: 1618476.36 E: 554198.78
TOP ELEV = 55.99'
CONCRETE PAD
ELEV = 57.20'
CONCRETE BLOCK
HALF WALL, 4' TALL
CONCRETE BLOCK
HALF WALL, 4' TALL
TRANSFORMER PAD
F.F.E. = 57.56'
2'' HDPE
2'' H
DPE
2'
' H D
PE
2'
' H D
PE
2'
' H D
PE
2'
' H D
PE
2''
H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DP
E
2'' H
DPE
2'' H
DPE
2'' H
DPE
2'' H
DPE
2'' H
DPE
2'' H DPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
1'' PVC
W
GST NO. 2
0.75 MG
GST NO. 1
0.75 MG
POND C
TOB EL 57
BOTT EL 53
POND B
TOB EL 57
BOTT EL 55
E
C O
U N
TR
Y
C
LU
B R
O A
D
W. 25TH STREET
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
Pl ot
D at e:
JZ
MR
MRA
00C06
CIVIL
YARD PIPING 1
202910_00C06.dwg m re y
202910-000000
9/
/2
7:
:0
AM
SCALE
KEY PLAN
KEY PLAN
NORTH
40'20'0 10'
SCALE: 1" = 20'
Know what's below.
Callbefore you dig.
KEY NOTES:
1. PRE-GST SODIUM HYPOCHLORITE
INJECTION VAULT
2. POST-GST SODIUM HYPOCHLORITE
INJECTION VAULT
3. FLUOROSILICIC ACID AND PHOSPHATE
BLEND INJECTION VAULT
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
M
AT
C H
L
IN
E
SE
E D
W G
0C
24" GAC-TW (DIP)
24" GAC-TW (DIP)
30" FW (DIP)
30" GV30" GV
24" GV 24" GV
18" RCP
W/MITERED
END SECTIONS
INV EL = 54.00
PROPOSED
18" RCP
TYPE "E"
INLET
PROPOSED
18" RCP
EX INLET
EX 18" RCP
EX 15" RCP
EX INLET
INV EL = 51.00 NW
INV EL = 50.80 S
30" FW (DIP)
S
S
Plant Site
B-5
B-4
PROPOSED
LIFT STATION LS02
Water Treatment Sanford Main
B-5
B-4
RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM RWM
W
R W
M R
W M
R W
M
COUNTRY CLUB ROAD
W . 2
5T H
S
TR
EE
T
W W
W W
W W
W W
W
W
W
W
W W
W W
W W
W W
W W
W W
W
W W
W W
W
W
W W
WW
ELECTRIC BOX
CENTER
N: 1618479.46 E: 554194.67
TOP ELEV = 56.02'
GENERATOR PAD
F.F.E. = 57.45'
GENERATOR PAD
F.F.E. = 57.45'
CONCRETE PAD
ELEV = 55.27'
2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE 2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' HDPE
2'' H
D
PE
1'' PVC
1'' P
VC
1'' P
VC
1'' P
VC
1' ' P
VC
1' ' P
VC
1''
PVC
1'' PVC
1'' PVC
1'' PVC
1'' P
VC 1'' PVC
1'' PVC
1'' PVC
1'' PVC 1'' PVC 1'' PVC 1'' PVC 1'' PVC 1'' PVC 1'' PVC
EXISTING FH
EXISTING FH
W W W W W W
EX WATER MAIN
GAC VESSELS
AND BACKWASH
SYSTEM
F.F. EL. = 57.20
UV AOP ROOM
F.F. EL. = 57.20
ELECTRICAL
ROOM
F.F. EL. = 57.20
HYDROGEN
PEROXIDE
STORAGE AND
FEED
F.F. EL. = 57.20
POND D
TOB EL 57
BOTT EL 54
FINISHED WATER
FLOW METER
ASSEMBLY
BYPASS
FLOW METER
ASSEMBLY
HYDROGEN
PEROXIDE
STATIC
MIXER AREA
MATCH EX EL ALONG THE
FENCE LINE AT EL = +/- 57
E
C O
U N
TR
Y
C
LU
B R
O A
D
W. 25TH STREET
PROJECT NO.
LA
ST
S
AV
ED
B
Y:
FILE NAME:
Pl ot
D at e:
JZ
MR
MRA
00C07
CIVIL
YARD PIPING 2
202910_00C07.dwg m re y
202910-000000
9/
/2
7:
:0
AM
SCALE
KEY PLAN
KEY PLAN
NORTH
40'20'0 10'
SCALE: 1" = 20'
Know what's below.
Callbefore you dig.
DATEREV BY DESCRIPTION
DATE
CHECKED
DRAWN
DESIGNED
202910
JOB NO.
DRAWING NO.
SHEET NO.
SCALES ACCORDINGLY
VERIFY SCALES
THIS SHEET, ADJUST
IF NOT ONE INCH ON
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
OFOCTOBER 2024
CITY OF SANFORD, FL
MAIN WTP ADVANCED TREATMENT UPGRADES
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G G
200 EAST ROBINSON STREET, SUITE 1400
ORLANDO, FL 32801
(407) 478-4642
30 - PERCENT
NOT FOR CONSTRUCTION
M
AT
C H
L
IN
E
SE
E D
W G
0C
24" AOP-TW (DIP)
24" BFV
8" FW (DIP)
CONNECT TO
EXISTING 6" FM
24" RW (DIP)
24" CAP
24" CAP
24" CAP
1.5" GAC-TW
(PVC)
1.5" X 3" HP (PVC)
24" GAC-TW (DIP)
24" BFV
24" STAINLESS
STEEL STATIC
MIXER
24" BFV
GRATE
EL = 56.75
PROPOSED
12" RCP
INV EL. = 55.00
EX TYPE E INLET
GRATE = 55.80
INV EL = 51.50 SW
15" RCP
PROPOSED SWALE
3:1 SIDE SLOPES
EL = 55.0
MATCH EX ELEV
ALONG THE FENCE
LINE AT EL = +/- 57
PROPOSED SWALE
3:1 SIDE SLOPES
EL = 55.0
30" FW (DIP)
CONNECT TO
EX 24" FW
Xref ..\d0224788\dms_deleted.ProjNum_34x22Border.dwg
LA
ST
S
AV
ED
B
Y:
FILE NAME:
CE
CE
00GM01
MECHANICAL
GENERAL MECHANICAL LEGEND AND SYMBOLS
202910_00GM01.dwg ep ar ke r
PIPING SYMBOLS MECHANICAL SYMBOLS
VV
K
SILENT CHECK VALVE
ECCENTRIC PLUG VALVE
MUD VALVE (PLAN VIEW)
ELBOW, 11.25 DEGREE
ELBOW, 22.5 DEGREE
SWING CHECK VALVE
FLEXIBLE COUPLING ADAPTER
DISMANTLING JOINT
WAFER CHECK VALVE
GLOBE VALVE
ANCHOR
CAP
CROSS
LATERAL
TEE
UNION
FLANGED COUPLING ADAPTER
GROOVED END ADAPTER
FLANGED COUPLING ADAPTER
FLEXIBLE COUPLING
EXPANSION COMPENSATOR
ELBOW, 90 DEGREE
LUBRICATED PLUG
BALL CHECK VALVE
KNIFE GATE VALVE
MIXING VALVE
DUAL CHECK VALVE
DIAPHRAGM VALVE
FLANGE
ELBOW, 45 DEGREE
EXP JOINT
PINCH VALVE
PLUG VALVE
(RUBBER GASKET)
FLANGED JOINT
ADAPTER SIDE
THRUST TIES
WITH THRUST TIES
WELDED JOINT
CONTROL VALVE
GATE VALVE
BALL VALVE
CHARACTERIZED BALL
BUTTERFLY VALVE
TEE DOWN
METAL BELLOWS EXP JOINT
FLEXIBLE COUPLING WITH
ELASTOMER BELLOWS
HUB & SPIGOT JOINT
GROOVED END JOINT
CONCENTRIC REDUCER
ELBOW DOWN
ELBOW UP
TEE UP
LATERAL DOWN
LATERAL UP
VALVE
(RESTRAINED)
PUSH-ON JOINT
3-WAY GLOBE TYPE
NEEDLE VALVE
CHECK BACKFLOW
PREVENTER
M
S
X
M
PUMP: ROTARY
PUMP: METERING
CAVITY
PUMP: CENTRIFUGAL
PUMP: PLUNGER
VENTURI TUBE
STRAINER: WYE TYPE
STRAINER: WYE TYPE
WITH BLOWOFF
WEIR
SLUICE GATE
PUMP: DIAPHRAGM
VALVE: TELESCOPING
VALVE: AIR RELIEF
VALVE: ANGLE
PRESSURE-REDUCING REGULATORPULSATION DAMPENER
PRIMARY FLOW ELEMENT:
PUMP: RECIPROCATING
PUMP: PROGRESSIVE
X = U - ULTRASONIC
X = TH - THERMAL
X = R - ROTAMETER
X = M - MAGNETIC
X = C - CORIOLIS
PRIMARY FLOW ELEMENT:
PUMP: SUBMERSIBLE
PUMP: SCREW
FLUME
PRIMARY FLOW ELEMENT:
ORIFICE PLATE
X = PT - PITOT TUBE
ROTARY CHEMICAL
RUPTURE DISK
SLIDE GATE
SAMPLE PORT
SIGHT GLASS
FEEDER
PRIMARY FLOW ELEMENT:
X = T - TURBINE
X = P - PROPELLER
PRIMARY FLOW ELEMENT:
X = D - DENSITY
VALVE: CONE
FLOW SWITCH
FIRE HYDRANT
RADAR
PRIMARY LEVEL ELEMENT:
THERMOMETER
W/ EXTERNAL PRESSURE TAP
REGULATOR W/EXTERNAL
BACKPRESSURE REGULATOR
VALVE: THREE WAY
BACKPRESSURE REGULATOR
PUMP: PERISTALTIC TUBE METERING
VALVE: THREE WAY
VALVE: THREE WAY
MOTOR OPERATED
SELF-CONTAINED
AIR OPERATED
SOLENOID OPERATED
VALVE: PLUG CONCENTRIC
VALVE: PRESSURE RELIEF
VALVE: VACUUM
PRESSURE TAP
PRESSURE-REDUCING
PRESSURE-REDUCING
REGULATOR: SELF-CONTAINED
VALVE: FLAPPER CHECK
VALVE: FOUR WAY
VALVE: HOSE
DIFFUSER
AIR VENT
OR FLUSHING
RECIPROCATING
DRAIN
BLOWER
QUICK DISCONNECT
PRIMARY LEVEL ELEMENT:
HIGH PRESSURE AIR
BATCHMETER
AIR OR CHEMICAL
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File details come from the government source that posted it. Updated .