Exhibit_B_Cocoa_Banana_River_Booster_Station_Chloramination_Improvements__Drawings_BidDocs.pdf
PDF 44 MB Posted
- Solicitation number
- B-25-07-COC
- Issued by
- Brevard County, Miramar Beach CDP, Florida
About this file
This document is a comprehensive set of bid drawings (Exhibit B) for the Banana River Booster Station Chloramination Improvements project by the City of Cocoa, Florida. The project involves a comprehensive upgrade of the existing water treatment infrastructure, including installation of new sodium hypochlorite and ammonium sulfate chemical feed systems with storage tanks, feed pump skids, piping, and instrumentation. Key components include buried and exposed finished water piping for flow metering and chemical injection, access stairs and bridge for existing ground storage tanks with lighting, a new main control panel and PLC for the booster station, and an emergency backup power generator with fuel storage. The project also requires extensive demolition of existing equipment, including the current sodium hypochlorite storage tank, chemical feed pump skid, portions of finished water piping, control panel, recirculation pumps, and emergency power generator system.
The drawings, dated May 2025, are prepared by Jacobs engineering and provide detailed technical specifications across multiple disciplines including civil, structural, mechanical, electrical, and instrumentation and control systems. The project is located at 1950 East Merritt Island Causeway, Merritt Island, FL 32953, with a specific parcel ID of 24-37-32-00-250. While specific pricing details are not included in these technical drawings, the comprehensive nature of the project suggests a significant capital investment in upgrading the City of Cocoa's water treatment infrastructure. The drawings indicate careful consideration of existing site conditions, equipment interfaces, and compliance with applicable building and engineering standards, including the Florida Building Code.
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Text version
DRAWINGS
VOLUME 2 OF 2
FLORIDA
CITY OF COCOA
FOR THE CONSTRUCTION OF
Project No. EEXK9600
CONTRACT DOCUMENTS
CHLORAMINATION IMPROVEMENTS
BANANA RIVER BOOSTER STATION
MAY 2025
BID DOCUMENTS
For information regarding this project, contact:
ORLANDO, FLORIDA 32801
SUITE 900
200 SOUTH ORANGE AVENUE
RICHARD ANGLEY, P.E.
FILENAME: PLOT DATE: PLOT TIME: 7-MAY-2025 09:27
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pw:\\Jacobs-US-VA-PW.Bentley.com:jacobs-us-va-pw-02\Documents\EEXK9600 - COCOA BANANA RIVER BOOSTER\
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GENERAL01
INSTRUMENTATION AND CONTROL08
GROUND STORAGE TANKS10
CIVIL / SITE / YARD PIPE05
YARD PIPING SECTIONS05-Y-301
ENLARGED YARD PIPING PLANS05-Y-203
ENLARGED YARD PIPING PLANS05-Y-202
OVERALL YARD PIPING PLAN05-Y-201
YARD PIPING DEMOLITION ENLARGED PLAN AND DETAILS05-Y-102
OVERALL YARD PIPING DEMOLITION PLAN05-Y-101
LIGHTING SITE PLAN05-E-203
GROUNDING PLAN05-E-202
SITE PLAN05-E-201
SITE PLAN05-C-201
GROUND STORAGE TANKS ENLARGED PLAN AND ELEVATION10-S-401
GROUND STORAGE TANKS PLANS AND SECTION10-S-201
ELECTRICAL80
BUILDING CODE AND HAZARDOUS MATERIAL DATA01-G-013
HVAC AND PLUMBING LEGENDS01-G-012
ELECTRICAL LEGEND SHEET 3 OF 301-G-011
ELECTRICAL LEGEND SHEET 2 OF 301-G-010
ELECTRICAL LEGEND SHEET 1 OF 301-G-009
INSTRUMENTATION AND CONTROL LEGEND SHEET 201-G-008
INSTRUMENTATION AND CONTROL LEGEND SHEET 101-G-007
PROCESS MECHANICAL LEGEND01-G-006
STRUCTURAL NOTES01-G-005
CIVIL AND YARD PIPING LEGEND AND GENERAL NOTES01-G-004
ABBREVIATIONS01-G-003
LOCATION AND VICINITY MAPS AND INDEX OF DRAWINGS01-G-002
COVER SHEET01-G-001
ONE LINE DIAGRAM - PANELBOARD SCHEDULES80-E-603
ONE LINE DIAGRAM - RISER DIAGRAMS80-E-602
ONE LINE DIAGRAM - MODIFICATION80-E-601
ONE LINE DIAGRAM - DEMOLITION80-E-101
INDEX OF DRAWINGS
LOCATION MAP
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PUMP STATION BUILDING20
PUMP STATION BUILDING DETAILS20-M-501
PUMP STATION BUILDING PLAN20-M-201
BOOSTER PUMP STATION ENLARGED PLAN20-E-201
BOOSTER PUMPS STATION DEMOLITION PHOTO DETAIL20-E-103
BOOSTER PUMPS STATION DEMOLITION PHOTO DETAIL20-E-102
PUMP STATION DEMOLITION PLAN20-E-101
PUMP STATION BUILDING DETAILS20-D-501
PUMP STATION BUILDING SECTION20-D-303
PUMP STATION BUILDING SECTIONS20-D-302
PUMP STATION BUILDING SECTION20-D-301
PUMP STATION BUILDING ENLARGED PLAN20-D-202
OVERALL PLAN PUMP STATION BUILDING20-D-201
DEMOLITION PUMP STATION BUILDING PHOTOGRAPHIC DETAILS20-D-104
DEMOLITION PUMP STATION BUILDING PHOTOGRAPHIC DETAILS20-D-103
DEMOLITION PUMP STATION BUILDING PHOTOGRAPHIC DETAILS20-D-102
DEMOLITION PUMP STATION BUILDING PLAN20-D-101
P&ID - DIESEL FUEL STORAGE SYSTEM08-N-604
P&ID - BOOSTER PUMP STATION FLOW METER ASSEMBLY & STATION MONITORING08-N-603
P&ID - AMMONIUM SULFATE STORAGE AND FEED SYSTEM08-N-602
P&ID - SODIUM HYPOCHLORITE STORAGE AND FEED SYSTEM08-N-601
PROJECT LOCATION
DISCIPLINE CODE
DRAWING NUMBER LEGEND:
SHEET TYPE
FACILITY NUMBER
10-S-201
SHEET TYPE
DISCIPLINE CODE
FACILITY NUMBER
1A
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OR DETAIL IS TAKEN:
ON DRAWING WHERE SECTION
DESIGNATION
DETAIL (NUMERAL)
SECTION (LETTER) OR
ON SAME SHEET)
IF TAKEN AND SHOWN
(REPLACED WITH A LINE
DRAWING NUMBER
IS SHOWN:
ON DRAWING WHERE SECTION
DRAWING NUMBER(S)
WHERE TAKEN
IS SHOWN:
ON DRAWING WHERE DETAIL
WHERE TAKEN
DRAWING NUMBER(S)
REFERENCE (eg: ELEVATIONS)
TITLE IS REQUIRED WITH NO
ON DRAWING WHERE ONLY A
EXTENDS TO A FIXED LIMIT
IS ON THE SAME SHEET AND CUT
SECTION CALLOUT WHERE SECTION
KEYNOTE NUMBER
REVISION / ADDENDA NUMBER
GRID LINE INDICATOR
WHERE SHOWN
DRAWING NUMBER
B
SECTION
DETAIL
SHEET
EXTENDS THROUGHOUT ENTIRE
IS ON ANOTHER SHEET AND CUT
SECTION CALLOUT WHERE SECTION
SCALE
DRAWING TITLE
SECTION / DETAIL DESIGNATIONS
NORTH ARROW
10-S-301
10-S-301
10-S-301
10-S-301 10-S-301
STANDARD DETAILS99
ELECTRICAL80
GENERATOR30
PUMP STATION BUILDING20
GROUND STORAGE TANKS10
INSTRUMENTATION AND CONTROL08
SITE ELECTRICAL06
CIVIL / SITE / YARD PIPE05
GENERAL01
LANDSCAPELA
SECURITYSE
ELECTRICALE
HVACH
PLUMBINGP
PROCESS MECHANICALD
ARCHITECTURALA
STRUCTURALS
INSTRUMENTATION & CONTROLSN
YARD PIPINGY
EROSION CONTROLCE
CIVILC
GENERALG
ISOMETRICS900
SCHEDULES, DIAGRAMS600
DETAILS500
ENLARGED PLANS400
SECTIONS, ELEVATIONS300
PLANS200
DEMOLITION100
GENERAL000
DRAWING TITLE
SHEET
STANDARD DETAILS99
STRUCTURAL STANDARD DETAILS99-S-505
STRUCTURAL STANDARD DETAILS99-S-504
STRUCTURAL STANDARD DETAILS99-S-503
STRUCTURAL STANDARD DETAILS99-S-502
STRUCTURAL STANDARD DETAILS99-S-501
INSTRUMENTATION AND CONTROL STANDARD DETAILS99-N-502
INSTRUMENTATION AND CONTROL STANDARD DETAILS99-N-501
ELECTRICAL STANDARD DETAILS99-E-501
PROCESS MECHANICAL STANDARD DETAILS99-D-503
PROCESS MECHANICAL STANDARD DETAILS99-D-502
PROCESS MECHANICAL STANDARD DETAILS99-D-501
CIVIL STANDARD DETAILS99-C-501
DRAWING TITLESHEET
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AREA DRAIN
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ARCHITECTURAL
ASSEMBLY
AVERAGE
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BOTTOM OF DUCT
BOTTOM
BEARING
CHLORINE CONTACT
CEMENT PLASTER
CHEMICAL
CONSTRUCTION JOINT
CENTER LINE
CAST IRON
CHLORINE
CLG
CLR
CMP
CMU
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CONC
CONN
CONST
CONT
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CPLG
CPVC
CEILING
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CONCRETE MASONRY UNITS
COLUMN
CONCRETE
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CONSTRUCTION
CORNER
COUPLING
CHLORINATED POLYVINYL CHLORIDE
CENTER TO CENTER
CENTER
CENTERED
CUBIC FEET
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CTR
CTRD
CU FT
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AFF ABOVE FINISH FLOOR
CAB. CABINET
CIP
CCP CONCRETE CYLINDER PIPE
AC ASBESTOS CEMENT
ACI AMERICAN CONCRETE INSTITUTE
ADJACENT, ADJUSTABLE
AGGR AGGREGATE
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ANDZ ANODIZE
AUTO
AUX
AUTOMATIC
AUXILIARY
AWT ADVANCED WASTE TREATMENT
BOTTOM FACE, BLIND FLANGE
BEAM, BENCH MARK
BSP-40
BSP-80
BLACK STEEL PIPE, SCHEDULE 40
BLACK STEEL PIPE, SCHEDULE 80
BV BALL VALVE, BUTTERFLY VALVE
BVC BEGINNING OF VERTICAL CURVE
BWS
BWW
BACKWASH SUPPLY WATER
BACKWASH WASTEWATER
CHANNEL (BEAM)
CAP. CAPACITY
CB CATCH BASIN
CFM
CFS
CG
CUBIC FEET PER MINUTE
CUBIC FEET PER SECOND
CHLORINE GAS
CIMJ CAST IRON MECHANICAL JOINT
CISP CAST IRON SOIL PIPE
CAST IN PLACE, CAST IRON PIPE
CLO CLOSET
CMS CHEMICAL SLUDGE
CO CLEANOUT
CARBON DIOXIDECO 2
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CR
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CHLORINE SOLUTION
CU CUBIC
CU IN. CUBIC INCH
CU YD CUBIC YARD
C & C COMPONENTS AND CLADDING
ASR AQUIFER STORAGE AND RECOVERY
HD HUB DRAIN
HOLLOW METAL
HORIZONTAL
ID INSIDE DIAMETER
N
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NOM
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STAINLESS STEEL
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TC
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SHTG SHEETING
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SAFETY GLASS
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SUSPENDED ACOUSTICAL TILE
SLV
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STOR
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RD
RCP
RC
R
JT JOINT
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HDNR
HDR
HGT
HORIZ
HM
HR
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HARDENER
HEADER
HEIGHT
PC
P/C
PI
P&ID
PJF
PL
PLAM
PLYWD
POC
POT
PR
PRCST
PS
PSF
PSI
PT
PTD
PTD/R
PVC
PVC
PVI
PVMT
PVT
WG
WK
WR
WS
WWM
VCP
PRIMARY CLARIFIERS
POINT OF INTERSECTION
PROCESS AND INSTRUMENTATION DIAGRAM
PREMOLDED JOINT FILLER
PLATE
PLASTIC LAMINATE
PLYWOOD
POINT ON TANGENT
PAIR
PRECAST
PUMP STATION
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PAPER TOWEL DISPENSER
PAPER TOWEL DISPENSER/RECPTACLE
POINT OF VERTICAL TANGENCY
POINT OF VERTICAL CURVATURE
POLYVINYL CHLORIDE
POINT OF VERTICAL INTERSECTION
PAVEMENT
TRANSFORMER
WELDED WIRE MESH
WASTE RECEPTACLE
WEEK
WIRE GLASS
VITRIFIED CLAY PIPE
FABRICATION
FINISHED FLOOR ELEVATION
FACILITY
QUADRANT
RADIUS
REINFORCED CONCRETE
REINFORCED CONCRETE PIPE
RST REINFORCING STEEL
FACTORY
FIRE EXTINGUISHER
FLOOR DRAIN
FLEXIBLE
FLANGE
FLOOR
FINISH
GRAB BAR
GALLON
GALVANIZED
GALVANIZED STEEL
GALLONS PER DAY
GRAVEL
GYPSUM WALLBOARD
GYPSUM PLASTER
SHORT LEG VERTICAL
SHUTOFF
SPECIFIED
STATION
STIFFENER
STORAGE
STRAIGHT
STEEL
I&C
INFL
INSTL
INSUL
INVT
ITG
INSTRUMENTATION AND CONTROL
INSIDE FACE
INFLUENT
INSTALL
INSULATION
INVERT
INSULATED TEMPERED GLASS
L
LB
LB/D
LG
LLV
LNTL
LT
POUNDS
POUNDS PER DAY
LONG
LONG LEG VERTICAL
LINTEL
LONGITUDINAL
LIGHT
OVHD
O TO O
WR GWB
FAB
FACIL
FEXT
FD
FLEX
FLG
FNSH
GA
GB
GAL
GALV
GALVS
GPD
GVL
GWB
GYP PLAS
MATL
MAX
MB
MCC
MECH
MFR
MGD
MG/L
MH
MIN
MISC
MLSS
MLVSS
MO
MON
MTG
MTL
MTR
MATERIAL
MAXIMUM
MACHINE BOLT
MOTOR CONTROL CENTER
MECHANICAL
MANUFACTURER
MILLION GALLONS PER DAY
MILLIGRAMS PER LITRE
MANHOLE
MINIMUM
MISCELLANEOUS
MIXED LIQUOR SUSPENDED SOLIDS
TOP AND BOTTOM
TOP FACE
TEMPERED GLASS
THICK
THREADED
TONS PER DAY
TURNOUT POINT OF INTERSECTION
TRANSVERSE
TREAD
TOTAL SUSPENDED SOLIDS
MIXED LIQUOR VOLATILE SUSPENDED SOLIDS
MONUMENT
MOUNTING
METAL
METERING
NORM NORMAL
OUTSIDE DIAMETER, OVERFLOW DRAIN
OUTSIDE FACE
OVERHEAD
OUT TO OUT
DEFORMED BAR ANCHOR
DOUBLE
DBA
DBL
DET
DIA
DIAG
DIM
DIP
DIR
DISCH
DS
DN
DWG
DWL
E
EA
ELB
ECC
EF
EFL
EL
ELEC
EQL
EQL SP
EQPT
EW
EXP JT
DETAIL
DIAMETER
DIAGONAL
DIMENSION
DUCTILE IRON PIPE
DIRECTION
DISCHARGE
DOWNSPOUT
DOWN
DRAWING
DOWEL
EACH
ELBOW
ECCENTRIC
EACH FACE
EFFLUENT
ELEVATION
ELECTRICAL
EQUAL
EQUALLY SPACED
EQUIPMENT
EACH WAY
EXPANSION JOINT
EXISTINGEXST
EXT
FOUNDATION
FLL FLOW LINE ELEVATION
QDRNT
REDUCER
UON UNLESS OTHERWISE NOTED
TAS THREADED ANCHOR STUD
UNO UNLESS NOTED OTHERWISE
LPT LOW POINT
HIGH POINTHPT
PTRD PRESSURE TREATED
TOG TOP OF GROUT
GRTG GRATING
SYMM SYMMETRICAL
SCBA SELF CONTAINED BREATHING APPARATUS
WP WORKING POINT
FA FIRST AID KIT
HR HOUR
HS HIGH STRENGTH
INTR INTERIOR
EP EDGE OF PAVEMENT
GRD GROUND
IE INVERT ELEVATION
I.F.
O.F.
REHABILITATE
PD
PHF
PEAK DAY
PEAK HOUR FLOW
CV CHECK VALVE
CW COLD WATER
°C DEGREE CELSIUS
CENTRAL ANGLE
d PENNY (NAIL SIZE)
DB DISTRIBUTION BOX
DI DROP INLET
DIMJ
DIMJGL
DUCTILE IRON MECHANICAL JOINT
DUCTILE IRON MECHANICAL JOINT,
GLASS LINED
DIPGL DUCTILE IRON PIPE, FLANGED,
GLASS LINED
DR DRAIN
D/S DIGESTED SLUDGE
D DEEP
DF DRINKING FOUNTAIN
DEG DEGREE
EXTERIOR, EXTERNAL, EXTENSION
ELC ELECTRICAL LOAD CENTER
ENGR ENGINEER
EO EMERGENCY OVERFLOW
EVC END OF VERTICAL CURVE
EXH EXHAUST
EXP EXPOSED
EAST, EMPTY
FFE
FCTY
FL
FC FLEXIBLE COUPLING
FCA FLANGED COUPLING ADAPTER
FDA FLOOR DRAIN W/INTEGRAL TRAP
FDN
FeCl3 FERRIC CHLORIDE
FF FINISH FLOOR
FG FINISH GRADE
FHY FIRE HYDRANT
FIG. FIGURE
FLH FLAT HEAD
FOR. FUEL OIL RETURN
FOS FUEL OIL SUPPLY
FRP FIBERGLASS REINFORCED PLASTIC
FT FOOT OR FEET
FTG FOOTING
FWD FORWARD
°F DEGREE FAHRENHEIT
FLR FLOOR
GAGE, GAUGE
GALVI GALVANIZED IRON
GB GRAB BAR
GC
GCF
GROOVED COUPLING
GROOVED COUPLING FITTING
GL GLASS
GPH
GPM
GALLONS PER HOUR
GALLONS PER MINUTE
GSP GALVANIZED STEEL PIPE
GTV GATE VALVE
GYP GYPSUM
HDW HARDWARE
2H O2 HYDROGEN PEROXIDE
H2SO4 SULFURIC ACID
HP HORSEPOWER
HANDRAIL, HOSE RACK
HV HOSE VALVE
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
H HIGH
IN. INCH
JAN JANITOR
KIP THOUSAND POUNDS
KW KILOWATT
LONG.
LAB
LAV
LABORATORY
LAVATORY
LB/CU FT POUNDS PER CUBIC FOOT
LF LINEAR FEET
LPG LIQUEFIED PETROLEUM GAS
LR LONG RADIUS
LS LIME SLURRY
MJ
ML
MECHANICAL JOINT
MIXED LIQUOR
MWS MAXIMUM WATER SURFACE
MASONRY OPENING, MOTOR OPERATOR
LIGHTING CONTACTOR, LOW SPEED
ANGLE, LENGTH OF CURVE,
NEUTRAL, NORTH
NaCl SODIUM CHLORIDE BRINE
NaOH SODIUM HYDROXIDE
NP NATIONAL PIPE THREAD
N.O. NORMALLY OPEN
NC NORMALLY CLOSED
OSD OPEN SITE DRAIN
OVFL OVERFLOW
OXY OXYGEN
OZ OUNCE
PE PLAIN END
PPL POLYPROPYLENE LINED
PREFAB PREFABRICATED
PRESS. PRESSURE
PRI PRIMARY
PROP. PROPERTY
P/S PRIMARY SLUDGE
PSIG POUNDS PER SQUARE INCH, GAUGE
PV PLUG VALVE
PW PLANT WASTE
POINT OF TANGENCY, POTENTIAL TRANSFORMER
POINT OF CURVATURE, PHOTOCELL
QTY QUANTITY
REINFORCE, REINFORCED, REINFORCING
RA RETURN AIR
RAS RETURN ACTIVATED SLUDGE
RDW REDWOOD
REF REFER, REFERENCE
REFR REFRIGERATOR
RLS RUBBER LINED STEEL
RTN RETURN
RV ROOF VENT
R/W RIGHT-OF-WAY
ROOM, REMOTE MULTIPLEXER
R-VALUE (INSULATION), RADIUS, RED, RISER
RAD
STRUCTURAL, STRUCTURE
SOAP DISPENSER, STORM DRAIN
SOUTH, I-BEAM
SC SOLID CORE
SCFM STANDARD CUBIC FEET PER MINUTE
SECT.
SEC SECONDARY
SO 2 SULFUR DIOXIDE
SP SPACE OR SPACES
SPLY SUPPLY
SQ FT
SQ IN.
SQUARE FOOT
SQUARE INCH
ST (50) STEAM W/ INDICATED PRESSURE (PSI)
SUSP
SW
SUSPEND
SURFACE WASH
TEMPERATURE, TEMPERED
TAN TANGENT
TBG TUBING
TEL TELEPHONE
T&G TONGUE AND GROOVE
TP TURNING POINT
TT THRUST TIE
TWAS THICKENED WASTE ACTIVATED SLUDGE
TANGENT LENGTH, THERMOSTAT, TINTED
TOP OF, TIME OPEN
TOP OF STEEL, TWISTED SHIELDED TRIAD
UBC UNIFORM BUILDING CODE
UH UNIT HEATER
UR URINAL
VAC VACUUM
VC VERTICAL CURVE
VENT, VOLT, VOLTMETER
WATER RESISTANT GYPSUM WALLBOARD
WATER STOP, WATERSURFACE, WELDED STEEL
WAS WASTE ACTIVATED SLUDGE
WC WATER CLOSET
WH WATER HEATER
WTR WATER
WATT, WEST, WIDE FLANGE (BEAM)
XFMR
YD YARD
YR YEAR
NOTES:
1.
2.
3.
CONTACT THE ENGINEER FOR ABBREVIATIONS NOT LISTED.
SHEET AND NOT ON THE PLANS.
SYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS
THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME
F.V. FIELD VERIFY
ABBREVIATIONS
POINT OF CONNECTION
INSTRUMENTATION LEGENDS.
ABBREVIATIONS, SEE ELECTRICAL AND
FOR ELECTRICAL AND INSTRUMENTATION
DODE
DOE
DELAY ON DE-ENERGIZATION
DELAY ON ENERGIZATION
LC LIGHTING CONTACTOR
MLO MAIN LUGS ONLY
INFO INFORMATION
FRC FIBER REINFORCED CONCRETE
SHC SODIUM HYPOCHLORITE
TOP OF CONCRETE, TOP OF CURB, TIME CLOSED
DWCP DOUBLE WALL CONTAINMENT PIPE
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JACOBS 2025. ALL RIGHTS RESERVED.
pw:\\Jacobs-US-VA-PW.Bentley.com:jacobs-us-va-pw-02\Documents\EEXK9600 - COCOA BANANA RIVER BOOSTER\
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01-G-004_EEXK9600.dgn
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01-G-004
R M
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N R
IV
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O S
MAY 2025
N R
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3125-165
GENERAL YARD PIPING AND UTILITIES NOTES:
3123-110
3123-115
CIVIL LEGEND
ASPHALT CONCRETE PAVEMENT
CONCRETE PAVEMENT
CHAIN LINK FENCE
SILT FENCE
SURVEY LEGEND
THE SITE. CONTRACTOR TO SUBMIT EROSION CONTROL PLAN.
CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM LEAVING
CONSTRUCTION. EROSION CONTROL DEVICE IS THE MINIMUM REQUIRED.
CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING
SHALL BE COVERED WITH GRASS.
UNLESS SHOWN OTHERWISE, ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE
SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.
ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.
PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES.
ON-SITE STORAGE OF MATERIALS.
STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND
FOR LOCATION OF CONTROL POINT ON STRUCTURES, SEE STRUCTURAL DRAWINGS.
MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.
DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL
MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE
THE SITE FALLS WITHIN FEMA FLOOD ZONE X. THE NEAREST FLOOD ZONE AE IS ELEVATION 5 NAVD88.
VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD 83) - FLORIDA EAST 0901 ZONE.
NEW FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.
EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED.
BEGINNING CONSTRUCTION.
THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO
MAPPING, LLC. ON AUGUST 19, 2024. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS.
SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE BASE MAPS PROVIDED BY GSS SURVEYING AND
SEE SPECIFICATION 32 92 00.
FOR SURFACE RESTORATION OF ASPHALT AND CONCRETE, SEE , AND FOR GRASS,
FOR TRENCHING AND BACKFILL, SEE .
UNLESS OTHERWISE SHOWN ALL PIPING SHALL HAVE A MINIMUM OF 3-FOOT COVER.
NEW PIPING AND EQUIPMENT ARE SHOWN HEAVY-LINED.
EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT-LINED.
FOR PIPING FLOW STREAM IDENTIFICATION, SEE DRAWING 01-G-007.
PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION.
CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION.
EXISTING UNDERGROUND UTILITIES OBTAINED FROM FIELD SURVEY.
GENERAL SITE NOTES:
6.
5.
4.
3.
2.
1.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
GRAVEL SURFACE
DEMOLITION
FOUND IRON PIPE "NO IDENTIFICATION"
SET 1/2" IRON ROD WITH CAP "LB 8006"
CONCRETE
FOUND NAIL AND DISK
SET NAIL AND DISK
FINISHED FLOOR ELEVATION
SEPTIC TANK
SQUARE FOOT
PLAT
EDGE OF PAVEMENT
LOCATION POINT - COORDINATES
GUY ANCHOR
SURVEY CONTROL LINE
EXISTING CHAIN LINK FENCE
DEED
MEASURE
CORREGATED METAL PIPE
ELEVATION
SITE BENCHMARK
CONCRETE BLOCK STRUCTURE
CHORD BEARING
PERMANENT CONTROL POINT
POINT OF CURVATURE
FOUND IRON ROD "NO IDENTIFICATION"
POINT OF TANGENCY
RIGHT OF WAY
TOP OF FORMBOARD
LICENSED BUSINESS
FOUND IRON ROD WITH CAP
FIP
SIRC
CONC
FN&D
SN&D
FF EL.
S/T
SF
(P)
EOP
(D)
(M)
CMP
EL
BM
C.B.S.
CB
PCP
PC
FIR
PT
R/W
TFB
LB
FIRC
EXISTING ELEVATION
WATER METER
BENCHMARK
WATER VALVE
EXISTING BOLLARD
FIRE HYDRANT
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JACOBS 2025. ALL RIGHTS RESERVED.
pw:\\Jacobs-US-VA-PW.Bentley.com:jacobs-us-va-pw-02\Documents\EEXK9600 - COCOA BANANA RIVER BOOSTER\
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GENERAL INFORMATION
DESIGN CRITERIA
CONCRETE REINFORCING
BAR SIZE
OTHER BAR
1'-4"
1'-4"
1'-8"
1'-4"
2'-1"
1'-8"
3'-0"
2'-4"
5'-2"
4'-0"
6'-8"
5'-2"
8'-6"
6'-7" 8'-4"
13'-4"
10'-3"
#3 #4 #5 #6 #7 #8 #9
OTHER BAR
1'-0"
1'-0"
1'-3"
1'-0"
1'-8"
1'-3" 1'-10" 3'-1" 4'-0" 5'-1" 6'-5" 7'-11"
EMBEDMENT LENGTH
2'-4" 4'-0" 5'-2" 6'-7" 8'-4" 10'-3"
GRADE 60 REINFORCING STEEL
#10 #11
OTHER BAR
1'-0"
1'-0"
1'-10" 2'-9" 3'-1" 3'-10" 4'-9" 5'-8"1'-3"
1'-0" 1'-3"
1'-7"
1'-5" 2'-1" 2'-5" 3'-0" 3'-8" 4'-5"
OTHER BAR
1'-4"
1'-4"
2'-5"
1'-10"
3'-6"
2'-9"
4'-0"
3'-1"
5'-0"
3'-10"
6'-2"
4'-9"
7'-5"
5'-8"
1'-8"
1'-4" 1'-7"
2'-0"
SPACING < 6"
SPACING = 6"
SPACING = 6"
SPACING < 6"
CONCRETE DESIGN STRENGTH = 4,000 PSI MIN AT 28 DAYS
10'-10"
LAP SPLICE LENGTH
TOP BAR
TOP BAR
TOP BAR
TOP BAR
CONCRETE DEMOLITION
WITH SPECIFIED REPAIR MATERIAL.
PATCH SPALLED CONCRETE SURFACES CAUSED DURING DEMOLITION PROCESS TO MATCH ADJACENT SURFACE 2.
OF CONCRETE AND PATCH TO MATCH ADJACENT SURFACE WITH SPECIFIED REPAIR MATERIAL.
REMOVE EXPOSED REINFORCEMENT, ABANDONED ANCHORS AND EMBEDMENTS 1 INCH MINIMUM BEYOND FACE 1.
INSPECTION AND TESTING
APPROVED IN WRITING BY THE DESIGN BUILDER.
DO NOT CUT OR MODIFY STRUCTURAL MEMBERS FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED OR 5.
COORDINATE PIPING OPENINGS WITH OTHER DISCIPLINE DRAWINGS.
DRAWINGS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO PLACING SLABS, WALLS AND FOUNDATIONS.
FOR NUMBER, TYPE, SIZE, ARRANGEMENT, AND/OR LOCATION OF EQUIPMENT PADS, SEE OTHER DISCIPLINE 4.
TO CONSTRUCTION OF THESE ELEMENTS.
VERIFY FINAL OPENING DIMENSIONS IN WALLS, SLABS, AND DECKS WITH OTHER DISCIPLINE DRAWINGS PRIOR 3.
THROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT.
DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING 2.
DISTRIBUTED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME).
FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38 “ABBREVIATIONS AND ACRONYMS: PUBLICATION AS 1.
DEFERRED SUBMITTALS
SECTION
SPECIFICATION
PERMITTING AGENCY
CODE REQUIRED DEFERRED SUBMITTALS FOR REVIEW BY
PERMITTING AGENCY AND APPROVED PRIOR TO INSTALLATION OF THESE ITEMS.
ALONG WITH THE COMPLETED, FINAL SUBMITTAL SHALL THEN BE SUBMITTED BY THE SUBCONTRACTOR TO THE
ACCEPTANCE BY THE ENGINEER. ADDITIONALLY, ACCEPTANCE INDICATED ON THE ENGINEER’S COMMENT FORM, SHALL SUBMIT THE REQUIRED CALCULATIONS AND SUPPORTING DATA AND DRAWINGS FOR REVIEW AND
ELEMENT, EQUIPMENT, DISTRIBUTION SYSTEM, OR COMPONENT OR ITS ANCHORAGE, THE SUBCONTRACTOR
PERMITTING REQUIREMENTS FOR DESIGNED SYSTEMS. PRIOR TO INSTALLATION OF THE INDICATED STRUCTURAL
STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM INFORMATION FOR REVIEW TO MEET BUILDING
THAT ARE EXPECTED TO CONTAIN THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS PER FBC SECTION 107.3.4.12.
ENGINEER.
INSTALLATION OF THAT PORTION OF THE WORK OR ARE REQUIRED TO BE SUBMITTED FOR REVIEW ONLY BY THE
PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE PERMITTING AGENCY FOR ACCEPTANCE PRIOR TO
DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT THE TIME OF 1.
INSPECTION AND TESTING (OWNER FURNISHED) WILL BE IN ACCORDANCE WITH FBC SECTION 110.4.
THE RESPONSIBILITY OF THE CONTRACTOR.
TO SPECIFICATIONS AND SUBMITTED FOR REVIEW PRIOR TO ACCEPTANCE FOR USE ON THE PROJECT, SHALL BE
SPECIFIED LABORATORY TEST MIXES AND SIMILAR TESTING TO VERIFY MATERIAL QUALITY AND CONFORMANCE 3.
WILL BE OWNER FURNISHED.
UON SPECIFIED CONCRETE AND OTHER MATERIAL TESTING RELATED TO INSPECTION DURING CONSTRUCTION 2.
CONTRACTOR SHALL SCHEDULE TESTING.1.
REQUIREMENTS:
REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING MINIMUM 6.
25.3.1OF ACI 318.
90 DEGREE BENDS, UNLESS OTHERWISE SHOWN, SHALL BE STANDARD HOOKS IN ACCORDANCE WITH TABLE 5.
= 2" UNLESS OTHERWISE NOTEDOTHER CONCRETE SURFACES
= 3”WHEN CAST AGAINST GROUND
CONCRETE COVER FOR REINFORCING, UNLESS SHOWN OTHERWISE, SHALL BE:4.
MINIMUM REINFORCING FOR CONCRETE WALLS AND SLABS UNLESS OTHERWISE NOTED SHALL BE AS FOLLOWS:3.
OF STANDARD PRACTICE”AND ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE”.
FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1 “MANUAL 2.
= ASTM A615, GRADE 60REINFORCING STEEL1.
OTHER
05 52 16
05 51 00
ANCHORAGE SYSTEM CALCULATIONS
SPECIFICATION REQUIRES SUBMITTAL OF EQUIPMENT OR
ANY EQUIPMENT OR COMPONENT IN WHICH A TECHNICAL
ALUMINUM RAILING
METAL STAIRS
= CEXPOSURE CATEGORY
= IVRISK CATEGORY
= 129 MPHNOMINAL WIND SPEED, Vasd
= 167 MPHBASIC WIND SPEED, Vult
= DIRECTIONAL PROCEDUREASCE 7 METHOD
WIND LOADS:7.
= NOT APPLICABLE TO SCOPE OF PROJECT.RAIN LOAD6.
= 300 PSFGENERATOR PAD
= 100 PSFLIVE LOADS UNLESS OTHERWISE NOTED5.
= SELF WEIGHTDEAD LOADS:4.
ALL LOADS SHOWN ARE SERVICE LEVEL (UNFACTORED) UNLESS OTHERWISE NOTED.3.
REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS.2.
AGENCIES.
APPLICABLE CODE: FLORIDA BUILDING CODE EIGHTH EDITION (2023) AS AMENDED BY APPLICABLE LOCAL 1.
FORMWORK, SHORING, AND BRACING
80 PERCENT OF THE 28 DAY COMPRESSIVE STRENGTH AS DETERMINED BY FIELD CYLINDER BREAKS.
TEMPORARY SHORING SHALL REMAIN IN PLACE UNTIL ELEVATED CONCRETE FLOOR OR SLABS HAVE REACHED 2.
OTHER WORK AIDS REQUIRED TO SAFELY PERFORM THE WORK SHOWN.
CONSTRUCTION ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND
STRUCTURES DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR WORK RELATING TO
DESIGN SHOWN DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT FOR STABILITY OF THE
STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR STABILITY UNDER FINAL CONDITIONS ONLY. 1.
CAST IN PLACE CONCRETE
THE CONCRETE SHALL BE EMBEDDED IN THE CONCRETE.
NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO 7.
BOLTS AND INSERTS PRIOR TO PLACEMENT OF CONCRETE.
COORDINATE PLACEMENT OF OPENINGS, PIPE PENETRATIONS, CURBS, DOWELS, SLEEVES, CONDUITS, 6.
ADJACENT CONCRETE.
ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS AS SPECIFIED PRIOR TO PLACING 4.
N DRAWINGS.
CONTINUOUS WATERSTOP AS SPECIFIED SHALL BE INSTALLED IN CONSTRUCTION JOINTS WHERE NOTED O3.
DESIGN STRENGTHS ARE SAME AS 28-DAY COMPRESSIVE STRENGTHS.2.
= CMD1 - 4000 PSITYPICAL
28-DAY COMPRESSIVE STRENGTHS:1.
01-G-005_EEXK9600.dgn
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O R A
N Y O
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C T W
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JACOBS 2025. ALL RIGHTS RESERVED.
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P P
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A B
A R
T O
N
MAY 2025
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N D
P R
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E S
S M
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H A
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A L
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N E
R
PROPRIETARY RESTRAINED JOINT
MECHANICAL JOINT &
H
S
FLEXIBLE COUPLING
ELBOW UP
TEE UP
LATERAL UP
ELBOW DOWN
TEE DOWN
METAL BELLOWS EXP JOINT
ELASTOMER BELLOWS EXP JOINT
FLANGED COUPLING ADAPTER
LATERAL DOWN
CONCENTRIC REDUCER
ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE FITTINGS.
SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER TO PIPING
SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS.
EXISTING PIPE AND EQUIPMENT ARE SHOWN LIGHT-LINED AND/OR SCREENED AND ARE
NOTED AS EXISTING. NEW PIPING AND EQUIPMENT ARE SHOWN HEAVY-LINED.
3.
NOTES:
1.
2.
X = NO. IN SPECS
SAMPLE
MUD
PRESSURE RELIEF
AIR AND/OR VACUUM RELEASE
HOSE VALVE (HV- X) OR (V-X)
REGULATED SIDE
INDICATED FLOW PATTERN.
ARROWS INDICATE FLOW PATTERN.
SEATING PORTS ARE IMPLIED BY
REGULATED SIDE
MULTI-PORT VALVE,
ACTUATOR SYMBOLS
PNEUMATIC DIAPHRAGM
HYDRAULIC
TELESCOPING SCUM VALVE
PRESSURE CONTROL (INTERNAL PILOT)
PRESSURE CONTROL (EXTERNAL PILOT)
FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE
DRAWINGS. ALSO SEE PIPING SPECIFICATIONS.
THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.
LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.
2.
1.
MECHANICAL LEGEND AND NOTES
GENERIC PIPING NOTES
M
E/H
S
K
ECCENTRIC REDUCER
VALVE DESIGNATION
VALVE TYPE, SEE
SPECIFICATIONS
VALVE DESIGNATIONS
PIPING DESIGNATION
20" FW
EXAMPLE:
20" FW
PIPE DIAMETER
VALVE SYMBOLS
GATE
BUTTERFLY
GLOBE
BALL
ECCENTRIC PLUG
PLUG OR COCK
NEEDLE
DIAPHRAGM
PINCH
SWING CHECK
BALL CHECK
KNIFE GATE
SEATING PORT
ELECTRIC MOTOR
PNEUMATIC CYLINDER MANUAL
SOLENOID
ELECTRO HYDRAULIC
FOR PIPE SCHEDULE
SERVICE, SEE SPECIFICATIONS
DOUBLE LINESINGLE LINE
OR
OR
OR
OR
OR
OR
OR
OR
OR
OR
OR
MANUAL VALVES AND CHECK VALVES
CONTROL VALVES
K
SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN
OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE
LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY
APPROXIMATE. CONTRACTOR SHALL DESIGN SUPPORTS AS SPECIFIED.
ALL JOINTS SHALL BE WATERTIGHT. WALL PIPES SHALL BE USED WHEREVER
PIPING PASSES FROM A STRUCTURE TO BACKFILL.
SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED.
SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED
THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS PIPING
COMPONENTS ARE NECESSARILY USED IN THE PROJECT.
ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED. ALL PIPING
NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS IS ONLY APPROXIMATE. PROVIDE
ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND
MECHANICAL EQUIPMENT.
WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE RIGID JOINT TYPE, UNLESS
OTHERWISE SPECIFIED. WHERE A FLANGED COUPLING ADAPTER IS SHOWN, A STANDARD
FLANGE SHALL BE JOINED TO THE COUPLING ADAPTER.
9.
8.
7.
6.
5.
4.
3.
ALL FLEXIBLE CONNECTORS AND COUPLING ADAPTERS SHALL BE PROVIDED WITH
THRUST PROTECTION AS SPECIFIED, UNLESS OTHERWISE NOTED. THRUST PROTECTION
SHALL BE PROVIDED WITH THRUST PROTECTION OR RESTRAINED AS SPECIFIED,
UNLESS OTHERWISE NOTED.
M
NOTE:
SEE I&C LEGENDS FOR FURTHER DEFINITIONS AND ACTUATOR TYPES.
V 500
3123-110
3123-115
6.
5.
4.
3.
2.
1.
GENERAL YARD PIPING & UTILITY NOTES
FV
99-60-2
UNIT PROCESS
UNIQUE TAG NO.
VALVE FUNCTION
, AND FOR GRASS, SEE SPECIFICATION 32 92 00.
FOR SURFACE RESTORATION OF ASPHALT, SEE
FOR TRENCHING AND BACKFILL, SEE .
BACTERIOLOGICALLY TESTED, AS SPECIFIED.
PRESSURE TESTED, CHLORINATED AND
ALL NEW WATER PIPES MUST BE PROPERLY FLUSHED,
MINIMUM OF 36" COVER.
UNLESS OTHERWISE SHOWN ALL PIPING SHALL HAVE A
EQUIPMENT ARE SHOWN HEAVY-LINED.
SCREENED AND/OR LIGHT-LINED. NEW PIPING AND
EXISTING PIPING AND EQUIPMENT ARE SHOWN
CONSTRUCTION.
EXISTING UTILITIES DURING DEMOLITION AND
LOCATION PRIOR TO EXCAVATION. PROTECT ALL
CONTRACTOR SHALL FIELD VERIFY DEPTH AND
RECORD DRAWINGS AND FROM FIELD SURVEYS.
EXISTING UNDERGROUND UTILITIES OBTAINED FROM
PIPE AND FITTING SYMBOLS
EXISTING PIPE
NEW PIPE
WELDED JOINT
GROOVED END JOINT
FLANGED JOINT
BELL & SPIGOT JOINT (LEADED)
HUB & SPIGOT JOINT
(RUBBER GASKET)
BALL JOINT
EXISTING PIPE TO BE ABANDONED
GROOVED END ADAPTER FLANGE
EXISTING PIPE TO BE REMOVED
ADAPTER SIDE
UNION
REDUCING BUSHING
CAP
ANCHOR
ELBOW, 90 DEGREE
CROSS
TEE
ELBOW, 45 DEGREE
LATERAL
DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE
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B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
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SHEET
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Y O
F C
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R R
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L A
N D F
L O
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A of
J A
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B S A
N D I S N
O T T
O B
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O R A
N Y O
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E R P
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C T W
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N A
U T
H O
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A T
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F J
A C
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JACOBS 2025. ALL RIGHTS RESERVED.
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N A
N D C
O N
T R
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G E
N E
R A
L
PARALLELING LINES
(A) (B)
(2) 3(2)
TOTAL OF 6 SIGNALS.
2 SIGNALS EACH.
3 TYPICAL SETS OF
TOTAL OF 2 SIGNALS
CONNECTING LINES
ABBREVIATIONS & LETTER SYMBOLS
ALTERNATING CURRENT
AUTO-MANUAL
COMPUTER-AUTO-MANUAL
CENTRAL CONTROL SYSTEM
CHLORINE (TYPICAL: USE STANDARD CHEMICAL
ELEMENT ABBREVIATIONS)
COMPUTER-MANUAL
CHEMICAL OXYGEN DEMAND
CONTROL PANEL NO. X
DIRECT CURRENT
DISTRIBUTED CONTROL SYSTEM
DISTRIBUTED CONTROL UNIT
DISSOLVED OXYGEN
FREE CHLORINE RESIDUAL
FAST-OFF-SLOW
FAST-OFF-SLOW-AUTO
AC
AM
CAM
CCS
CL etc.
CM
COD
CP-X
DC
DCS
DCU
DO
FCL
FOS
FOSA
CMAR CONSTRUCTION MANAGER-AT-RISK
FA FAIL
ECD EDDY CURRENT DRIVE
AFD ADJUSTABLE FREQUENCY DRIVE
PASSIVE FUNCTION
READOUT OR
PASSIVE FUNCTION
READOUT OR
USER'S CHOICE (*) USER'S CHOICE (*)
CONTROL
UNCLASSIFIED (*) UNCLASSIFIED (*)
MULTI FUNCTION MULTI FUNCTION
TRANSMIT
SWITCH
USER'S CHOICE (*) USER'S CHOICE (*)
MIDDLE, INTERMEDIATE
LOW
CONTROL STATION
GATE
HIGH
CONTROL ELEMENT
UNCLASSIFIED FINAL
DRIVE, ACTUATOR,
CONVERT
RELAY, COMPUTE,
LOUVER
VALVE, DAMPER,
SPECIAL CASES
OO
YL
OO
HS
SS
HS
FLOW ELEMENT
ACCESSORY TO A
TRANSMITTER AS AN
LIGHTS
ON AND OFF EVENT
AFTER POWER FAILURE).
ON RETURN OF POWER
DEVICE WILL RESTART
SWITCH (CONTROLLED
MAINTAINED CONTACT
ON-OFF HAND SWITCH,
AFTER POWER FAILURE).
ON RETURN OF POWER
DEVICE WILL NOT RESTART
SWITCHES (CONTROLLED
MOMENTARY CONTACT
STOP-START HAND SWITCH
PNEUMATIC SIGNAL
SECONDARY PROCESS
PROCESS (OPEN CHANNEL)
BYPASS PROCESS
(4 TO 20 mAdc, ETC.)
ANALOG SIGNAL
FILLED SYSTEM SIGNAL
HYDRAULIC SYSTEM SIGNAL
DATA LINK
TYPICAL BREAK
FACILITY BOUNDARY
BUILDING OR
EQUIPMENT
PACKAGE SYSTEM
(B)
(A)
NON-CONNECTING LINES
EQUIPMENT TAG NUMBERS
SELF CONTAINED VALVE &
D-W-X-Y
FAST-OFF-SLOW-REMOTE
FIELD PANEL NO. WX (W=UNIT PROCESS NUMBER
X=PANEL NUMBER)
FORWARD-REVERSE
HAND-OFF-AUTO
HAND-OFF-REMOTE
INTRINSICALLY SAFE RELAY
LOWER EXPLOSIVE LIMIT
LOCKOUT STOP
LOCAL-REMOTE
MANUAL-AUTO
MODULATE-CLOSE
MOTOR CONTROL CENTER NO. X
MANUFACTURER SUPPLIED CABLE
OPEN-CLOSE(D)
OPEN-CLOSE-AUTO
OPEN-CLOSE-REMOTE
ON-OFF
ON-OFF-AUTO
ON-OFF-REMOTE
OXIDATION REDUCTION POTENTIAL
OPEN-STOP-CLOSE
HYDROGEN ION CONCENTRATION
PROGRAMMABLE LOGIC CONTROLLER
REMOTE I/O UNIT
REMOTE MULTIPLEXING MODULE NO. X
REMOTE TELEMETRY UNIT NO. X
SLOWER-FASTER
START-STOP
SUPERVISORY SET POINT CONTROL
TOTAL CHLORINE RESIDUAL
TOTAL ORGANIC CARBON
TOTAL OXYGEN DEMAND
TURBIDITY
VOLATILE HYDROCARBONS
VIBRATION
DIFFERENCE
SUM
MULTIPLY
DIVIDE
CHARACTERIZED
RAISED TO THE Nth POWER
SQUARE ROOT
AVERAGE
REPEAT OR BOOST
SELECT HIGHEST SIGNAL
SELECT LOWEST SIGNAL
BIAS
GAIN OR ATTENUATE
FOSR
FP-W-X
FR
HOA
HOR
ISR
LEL
LOS
LR
MA
MC
MCC-X
MSC
OC
OCA
OCR
OO
OOA
OOR
ORP
OSC
pH
PLC
RIO
RM-X
RTU-X
SF
SS
SSC
TCL
TOC
TOD
TURB
VHC
VIB
F(X)
X
AVG
1:1
GENERAL NOTES
n
(ON/OFF, ETC.)
DISCRETE
ALTERNATE FLOW STREAM)
DASHED LINE INDICATES
(CLOSED CONDUIT,
PRIMARY PROCESS
INTERFACE SYMBOLS
N N
N=1,2,3,ETC
LINE CONTINUATION
PROCESS OR SIGNAL
EXTERNAL TO PROJECT
OR FROM PROCESS
INTERFACE TO
I
I D
S PROCESS FROM INTERFACE
D
PROCESS TO INTERFACE
D
I
SOURCE DRAWING NO.
DESTINATION DRAWING NO.
INTERFACE IDENTIFIER
I
IS SIGNAL FROM INTERFACE
SIGNAL TO INTERFACE
POWER
CABLE
MANUFACTURER SUPPLIED
P
MSC
(*) WHEN USED, DEFINE THE MEANING HERE FOR THE PROJECT.
(+) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS.
TABLE BASED ON THE INTERNATIONAL SOCIETY OF AUTOMATION (ISA) STANDARD.
4.
3.
2.
1.
T
STR
PU
M
G
FH
E
AVRV
ARV
Y
X
W
D
UNIT NUMBER
LOOP NUMBER
UNIT PROCESS NUMBER
TANK
STRAINER
PUMP
MECHANICAL EQUIPMENT
GATE
FEED HOPPER
EJECTOR
AIR AND VACUUM RELEASE VALVE
AIR RELEASE VALVE
LE LEVEL
RK RUN COMMAND
SK SPEED CONTROL
ON STATUS
XS
YS
ZSOC
TROUBLE SWITCH
LIMIT SWITCH OPENED/CLOSED
SMFC SYNC MOTOR FIELD CONTROLLER
RTD RESISTANCE TEMPERATURE DETECTOR
MPS
MPR MOTOR PROTECTION RELAY
MODULAR POWER SYSTEM
NCTO
NOTC
NORMALLY-CLOSE, TIMED-OPEN
NORMALLY-OPEN,TIMED-CLOSED
INSTRUMENT IDENTIFICATION
EXAMPLE SYMBOLS
BB
SUCCEEDING LETTER(S)
FIRST LETTER(S)
CLARIFYING ABBREVIATIONS
WITH THE SAME UNIT NUMBER)
THERE ARE MULTIPLE DEVICES
SET LETTER (USED WHEN
DIGITAL SYSTEM INTERFACES
ANALOG INPUT
ANALOG OUTPUT
DISCRETE INPUT
DISCRETE OUTPUT
X
X
FUNCTIONAL SYMBOLS
GENERAL INSTRUMENT OR
BB
FIELD MOUNTED
MCC MOUNTED
PLC FUNCTION
SHARED CONTROL
SHARED DISPLAY,
COMPUTER FUNCTION
TRANSDUCERS
EXAMPLE
I/P
FY
PANEL, IN A FLOW LOOP)
TRANSDUCER (BACK OF
CURRENT TO PNEUMATIC
LETTER INITIATING VARIABLE
PROCESS OR
MODIFIER PASSIVE FUNCTION
READOUT OR
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
ANALYSIS (+)
BURNER, COMBUSTION
DENSITY (S.G.)
USER'S CHOICE (*)
VOLTAGE
FLOW RATE
USER'S CHOICE (*)
HAND (MANUAL)
CURRENT (ELECTRICAL)
POWER
TIME, TIME SCHEDULE
LEVEL
MOTION
TORQUE
USER'S CHOICE (*)
PRESSURE, VACUUM
QUANTITY
RADIATION
SPEED, FREQUENCY
TEMPERATURE
MULTI VARIABLE
WEIGHT, FORCE
UNCLASSIFIED (*)
POSITION Z AXIS
Y AXIS
X AXIS
SAFETY
MOMENTARY
SCAN
DIFFERENTIAL
ALARM
USER'S CHOICE (*)
UNCLASSIFIED (*)
WELL
MULTI FUNCTION
RECORD OR PRINT
ORIFICE, RESTRICTION
USER'S CHOICE (*)
LIGHT (PILOT)
INDICATE
OR PRESENCE
EVENT, STATE
MECHANICAL ANALYSIS
VIBRATION,
TOTALIZE
INTEGRATE,
CONNECTION
POINT (TEST)
OF CHANGE
TIME RATE
VIEWING DEVICE
GLASS, GAUGE
SENSOR
PRIMARY ELEMENT,
(FRACTION)
RATIO
SUCCEEDING-LETTERS
INSTRUMENT IDENTIFICATION LETTERS TABLE
EXAMPLE
ACCESSORY DEVICES
FIT
T
X
T
S
R
I
C
A
UNCLASSIFIED
TRANSMITTER
SWITCH
RECORDER
INDICATOR
CONTROLLER
ALARM
HYDRAULIC
FREQUENCY
VOLTAGE
DIGITAL
ANALOG
H
F
E
D
A
RESISTANCE
PULSE DURATION
PULSE FREQUENCY
PNEUMATIC
CURRENT
R
PD
PF
P
I
INACCESSIBLE)
MOUNTED (OPERATOR
REAR-OF-PANEL
ACCESSIBLE)
(OPERATOR
PANEL MOUNTED
FIRST-LETTER
FIT
UPLLUUSUPLLUUS
UNIT NUMBER
LOOP NUMBER
UNIT PROCESS NUMBER
LINE LEGEND
THIS INFORMATION MAY BE USED ON THE PROJECT.
THIS IS A STANDARD LEGEND. THEREFORE, NOT ALL OF
CONTRACTOR.
DIAMOND ( ) SHALL BE FURNISHED BY THE
COMPONENTS AND PANELS SHOWN WITH A FILLED
DIVISION 26, ELECTRICAL.
ASTERISK ( ) ARE TO BE PROVIDED UNDER
COMPONENTS AND PANELS SHOWN WITH A DOUBLE
PACKAGE SYSTEM.
ASTERISK ( ) ARE TO BE PROVIDED AS PART OF A
COMPONENTS AND PANELS SHOWN WITH A SINGLE
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B
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VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
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Y O
F C
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M E
R R
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T I S
L A
N D F
L O
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A of
J A
C O
B S A
N D I S N
O T T
O B
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IN
W
H O
L E O
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N P
A R
T F
O R A
N Y O
T H
E R P
R O J E
C T W
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H
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T T
H E W
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IT
T E
N A
U T
H O
R
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A T
IO
N O
F J
A C
O B
S
JACOBS 2025. ALL RIGHTS RESERVED.
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T R
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G E
N E
R A
L
VALVE SYMBOLS
GATE
KNIFE GATE
BUTTERFLY
GLOBE
BALL
PLUG
ECCENTRIC PLUG
SEAT PORT
DIAPHRAGM
PINCH
NEEDLE
SWING CHECK
BALL CHECK
ROTARY
PREVENTER
BACKFLOW
TELESCOPE
SAMPLE
PRESSURE RELIEF
VACUUM RELEASE
AIR AND/OR
PRESSURE CONTROL
(CLAY-TYPE)
PRESSURE REGULATION
REGULATED SIDE
ANGLE GATE
MUD
INDICATED FLOW PATTERN.
PORTS ARE IMPLIED BY
SYMBOL SHOWN.) SEAT
APPROPRIATE VALVE
OTHER VALVE TYPES,
(GATE VALVE SHOWN. FOR
MULTI-PORT VALVE
GATE SYMBOLS
SLUICE
BUTTERFLY FLAP
SLIDE
FABRICATED
STOP LOG
ACTUATOR SYMBOLS
MANUAL
OR DOUBLE ACTING
SPRING-OPPOSED, SINGLE
PNEUMATIC DIAPHRAGM
POSITIONER
VALVE
ELECTRIC MOTOR
SOLENOID
HYDRAULIC
ELECTROHYDRAULIC
PRESSURE
DIFFERENTIAL
DIAPHRAGM,
BY ONE INPUT
ACTING ACTUATED
SINGLE OR DOUBLE
PNEUMATIC CYLINDER
NOTE:
HYDRAULIC)
(PNEUMATIC, ELECTRICAL, OR
ON LOSS OF PRIMARY POWER
XX:
FLP
FC
FO
FAIL TO LAST POSITION
FAIL CLOSED
FAIL OPEN
AIR GAP
DRIP TRAP
PIG INSERT POINT
PIG CATCH POINT
SEAL WATER SET
WATER PURGE SET
FLUSHING CONNECTION
FLEXIBLE CONNECTION
AERATOR
DIAPHRAGM SEAL
ANNULAR DIAPHRAGM SEAL
MISCELLANEOUS SYMBOLS
ATMOSPHERE
VENT TO
FLAME TRAP
BLIND FLANGE
PIPE CAP
COMPOSITE SAMPLER
CALIBRATION COLUMN
INLINE SILENCER
STRAINER
A
AIR SUPPLY
SELF CONTAINED
AIR PURGE SET
FILTER
BASKET STRAINER
PRIMARY ELEMENT SYMBOLS
(ULTRASONIC)
LEVEL
PARSHALL FLUME
WEIR
ORFICE PLATE
PITOT-STATIC
VORTEX METER
FLOWMETER
ULTRASONIC
FLOWMETER
ELECTROMAGNETIC
TURBINE METER
PROPELLER OR
FLOWMETER
THERMAL
ROTAMETER
FI
DE
XX
DENSITY METER
GENERIC
(BUBBLER TUBE)
LEVEL
LEVEL (FLOAT)
DAMPENER
PULSATION
CHAMBER
EXPANSION
120V
480V
60 HZ POWER
120 VOLT,
60 HZ POWER
480 VOLT,
IN PSIG.
XX = SUPPLY PRESSURE
AIR SET
PLUG
XX
RECEPTACLE
(VACUUM)
RUPTURE DISK
(PRESSURE)
RUPTURE DISK
TV MONITOR
TV CAMERA
MECHANISM
SKIMMING
SCREW CONVEYOR
MIXER
CONTROL DIAGRAMS
INTERLOCK, SEE
OR
RADIO ANTENNA
ELECTRIC MOTOR
IF A OR B THEN C
LOGIC ELEMENT:
AND IF A AND NOT B THEN C
LOGIC ELEMENT:A
B
C
A B
C
FFLCPLLLX
DRAWING
ON SAME OR OTHER
PANEL CONTINUED
PANEL OUTLINE
PANEL NAME
PUMP AND COMPRESSOR SYMBOLS
PUMP (DRY PIT)
CENTRIFUGAL
PUMP OR TURBINE PUMP
CENTRIFUGAL WET PIT
(POSITIVE DISPLACEMENT)
METERING PUMP
RECIPROCATING OR
DIAPHRAGM PUMP
(POSITIVE DISPLACEMENT)
GEAR PUMP OR BLOWER
PISTON PUMP
(CENTRIFUGAL)
COMPRESSOR
(PISTON)
COMPRESSOR
(CENTRIFUGAL)
BLOWER OR FAN
EJECTOR
ROTARY PUMP
SUMP PUMP
SUBMERSIBLE
CS-2
CS-1
AS
CONSTANT SPEED (TWO SPEED)
CONSTANT SPEED (SINGLE SPEED)
ADJUSTABLE SPEEDXX:
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
FLOW STREAM IDENTIFICATION
VACUUM PUMP
SCREW PUMP
CAVITY PUMP
PROGESSING
V
S
M
S
H
E/H
I
I
OR
M
SHEAR
LS
LE
V
T
AP
F
S
WP
SS
S
TV
TV
POINT
VOICE COMMUNICATION
VENTURI METER
VENTEO-BALL
ISO
SIGNAL ISOLATORREDUCER
W1
V
SHC
SA
RW
OF
FW
FOR
FOS
DR
BYP
AMS
NO. 1 (POTABLE) WATER
VENT
SODIUM HYPOCHLORITE
SAMPLE
RAW WATER
OVERFLOW
FINISHED WATER
FUEL OIL RETURN
FUEL OIL SUPPLY
DRAIN, PROCESS
BYPASS
AMMONIUM SULFATE
TB TERMINAL BLOCK
SS2 SURGE SUPRESSOR (TYPE 2)
SS3 SURGE SUPRESSOR (TYPE 3)
SS4 SURGE SUPRESSOR (TYPE 4)
LE
(RADAR)
LEVEL
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1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
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D S
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C H
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A P
V D
B Y
A P
V D
SHEET
DWG
A
B A
N A
N A R
IV
E R B
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S T
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T A
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N T S
C
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L A
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A of
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C T W
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JACOBS 2025. ALL RIGHTS RESERVED.
pw:\\Jacobs-US-VA-PW.Bentley.com:jacobs-us-va-pw-02\Documents\EEXK9600 - COCOA BANANA RIVER BOOSTER\
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T A J
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C T
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IC
A L L
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V
SV
X
L
U
DRAWOUT AIR CIRCUIT BREAKER, LOW VOLTAGE
3 POLE, UNO
CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN,
TRIP AND FRAME RATINGS SHOWN, 3 POLE, UNO
CIRCUIT BREAKER, STATIC TRIP UNIT, SENSOR AMP
TRIP AND FUSE RATING INDICATED, 3 POLE, UNO
CIRCUIT BREAKER WITH CURRENT LIMITING FUSES,
SWITCH, CURRENT RATING INDICATED, 3 POLE, UNO
INDICATED, 3 POLE, UNO
FUSED SWITCH, SWITCH AND FUSE CURRENT RATING
ELECTRONIC STARTER/SPEED CONTROL
CABLE OR BUS CONNECTION POINT
1 = INTERLOCK KEY SET
KEY INTERLOCK
SURGE ARRESTER (GAP TYPE)
CAPACITOR - KVAR INDICATED, 3 PHASE
ANALOG METER WITH SWITCH - SCALE RANGE SHOWN
V = VOLTAGE
PF = POWER FACTOR
A = AMPERAGE KVAR = KILOVARS
KW = KILOWATTS
DIGITAL POWER METER (MULTIFUNCTION)
GROUND
QUANTITY INDICATED (3)
CURRENT TRANSFORMER, RATIO(100:5) AND
IN THIS DIVISION
DIVISIONS. RACEWAY, CONDUCTOR AND CONNECTION
CONNECTION POINT TO EQUIPMENT SPECIFIED IN OTHER
NON DRAWOUT FUSED SWITCH, MEDIUM VOLTAGE
VOLTAGE
DRAWOUT FUSED SWITCH AND CONTACTOR, MEDIUM
MEDIUM VOLTAGE
DRAWOUT FUSED SWITCH AND VACUUM CONTACTOR,
GROUND SWITCH, GANG OPERATED
TERMINAL BLOCK LUG
DELTA CONNECTION
WYE GROUNDED CONNECTION, SOLID GROUND
CONNECTION
WYE NEUTRAL GROUND RESISTOR OR IMPEDANCE
RELAY OR DEVICE, FUNCTION NUMBER AS INDICATED
MOTOR OPERATOR, BREAKER OR SWITCH
MAIN MANAGEMENT RELAY
MOTOR PROTECTION RELAY
NORMALLY OPEN
PUSH-BUTTON SWITCH, MOMENTARY CONTACT,
NORMALLY CLOSED
PUSH-BUTTON SWITCH, MOMENTARY CONTACT,
MECHANICAL INTERLOCK
PUSH BUTTON SWITCH, MAINTAINED CONTACTS WITH
3 POSITION SELECTOR SWITCH MAINTAINED CONTACT
TOGGLE SWITCH, ON-OFF TYPE
SELECTOR SWITCH, ON-OFF TYPE
INDICATES COLOR
INDICATING LIGHT, PUSH-TO-TEST, LETTER
INDICATING LIGHT - LETTER INDICATES COLOR
ELAPSED TIME METER
MOTOR STARTER CONTACTOR COIL
IN CIRCUIT
CONTROL RELAY, X INDICATES NUMERICAL ORDER
IN CIRCUIT
TIME DELAY RELAY, X INDICATES NUMERICAL ORDER
IN CIRCUIT
SOLENOID VALVE, X INDICATES NUMERICAL ORDER
CONTACT - NORMALLY OPEN
CONTACT - NORMALLY CLOSED
REMOTE DEVICE
CLOSES WHEN ENERGIZED AND TIMED OUT
TIME DELAY RELAY CONTACT, NORMALLY OPEN,
OPENS WHEN ENERGIZED AND TIMED OUT
TIME DELAY RELAY CONTACT, NORMALLY CLOSED,
TIMED OUT
ENERGIZED, CLOSES WHEN DE-ENERGIZED AND
TIME DELAY RELAY CONTACT, OPENS WHEN
MOTOR SPACE HEATER
TERMINAL BLOCK, REMOTE
FUSE, RATING INDICATED
TRANSFORMER, CONTROL POWER
O - OPEN CONTACT
X - CLOSED CONTACTCKT
2 O
X
HAND OFF
O
O X
O
REMOTE
POSITION
CAPACITOR
BATTERY
OF TRAVEL
LIMIT SWITCH, NORMALLY OPEN, CLOSES AT END
OF TRAVEL
LIMIT SWITCH, NORMALLY CLOSED, OPENS AT END
TEMPERATURE SWITCH, OPENS ON TEMPERATURE RISE
TEMPERATURE SWITCH, CLOSES ON TEMPERATURE RISE
LEVEL (NORMALLY OPEN, CLOSES ON DESCENDING LEVEL)
FLOAT SWITCH, NORMALLY CLOSED, OPENS ON RISING
RISING LEVEL
FLOAT SWITCH, NORMALLY OPEN, CLOSES ON
RISING PRESSURE
PRESSURE SWITCH, NORMALLY CLOSED, OPENS ON
RISING PRESSURE
PRESSURE SWITCH, NORMALLY OPEN, CLOSES ON
FLOW SWITCH, CLOSES ON INCREASED FLOW
FLOW SWITCH, OPENS ON INCREASED FLOW
NEUTRAL GROUND CURRENT LIMITING RESISTOR
CALIBRATING RESISTOR
TACHOMETER GENERATOR
GROUND FAULT SENSOR
FLASHER
SEALED CONTACT
BUZZER
POTENTIOMETER
RESISTOR
BLOWN FUSE INDICATOR
COAXIAL CABLE
MULTICONDUCTOR SHIELDED CABLE
DUPLEX RECEPTACLE
RELAY, WITH MECHANICAL LATCH
FULLWAVE DIODE BRIDGE (AC TO DC)
100/M
400 400 or
400 225
AF
AS
AF
AT
(3)
VS
0-600V
(3)
(3)
100:5
R or Z
REMOTEHAND
OFF
CPT
120V
GFS
RATING SHOWN, 3 POLE, UNO
CIRCUIT BREAKER, MAGNETIC TRIP ONLY, TRIP
FUSE, CURRENT RATING AND QUANTITY INDICATED
NEMA SIZE INDICATED, FVNR UNO
MAGNETIC STARTER WITH OVERLOAD,
RVRT = REDUCED VOLTAGE REACTOR TYPE
RVAT = REDUCED VOLTAGE AUTO TRANSFORMER TYPE
DC = DC ADJUSTABLE SPEED DRIVE
AFD = AC ADJUSTABLE FREQUENCY DRIVE
RVSS = REDUCED VOLTAGE SOFT STARTER
500/625
SHIELDED ISOLATION TRANSFORMER
1 PH
480-120/240V
15 KVA
480-120V
AND QUANTITY INDICATED
POTENTIAL TRANSFORMER, VOLTAGE RATING
AND PHASE INDICATED
TRANSFORMER, SIZE, VOLTAGE RATINGS,
UTILITY REVENUE METER
GENERATOR, KW/KVA RATING SHOWN
K
DRAWOUT POWER CIRCUIT BREAKER, MEDIUM VOLTAGE
DRAWOUT VACUUM CONTACTOR, MEDIUM VOLTAGE
TERMINATION, OPEN TERMINATOR OR ELBOW
MEDIUM VOLTAGE CABLE STRESS CONE TYPE
MEDIUM VOLTAGE
SWITCH - LOAD BREAK, GROUP OPERATED,
SWITCH W/ARCING HORNS, MEDIUM VOLTAGE
MEDIUM VOLTAGE
DISCONNECTING FUSE - SOLID MATERIAL,
MEDIUM VOLTAGE
SWITCH - HOOK STICK OPERATED, SINGLE POLE,
SINGLE POLE, MEDIUM VOLTAGE
FUSE - EXPULSION, HOOK STICK OPERATED,
(1)
50:5
(3)
800/1200:5
AND QUANTITY INDICATED
CURRENT TRANSFORMER, ZERO SEQUENCE, RATIO
AND QUANTITY INDICATED
BUSHING CURRENT TRANSFORMER, MULTI-RATIO
IDENTIFIES OPERATION WHEN NEEDED FOR CLARITY:
SELECTOR SWITCH - MAINTAINED CONTACT - CHART
OPENS WHEN DE-ENERGIZED AND TIMED OUT
TIME DELAY RELAY CONTACT, CLOSES WHEN ENERGIZED,
TERMINAL BLOCK, INTERNAL
FUSED TERMINAL BLOCK
THERMOCOUPLE
HORSEPOWER INDICATED
AC MOTOR, SQUIRREL CAGE INDUCTION -
G
MO
MMR
MPR
DPM
A
A
ETM
NGR
RES
M
CRX
X
TDR
T
GEN
AFD
OFFON
A - AMBER
B - BLUE
C - CLEAR W - WHITE
R - RED
G - GREEN S - STROBE
MUSHROOM HEAD PUSHBUTTON SWITCH
ONE-LINE DIAGRAM-1 ONE-LINE DIAGRAM-2 CONTROL DIAGRAM-1 CONTROL DIAGRAM-2
SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTIONSYMBOL DESCRIPTION
SPD SURGE PROTECTIVE DEVICE
ISC = XX,XXXA
CURRENT - RMS SYMMETRICAL AMPS.
CALCULATED SHORT CIRCUIT
STRUCTURAL/ARCHITECTURAL) SEE OTHER LEGENDS.
2. FOR ADDITIONAL ABBREVIATIONS OF OTHER DIVISIONS (HVAC, MECHANICAL, AND
MAY APPEAR ON THE LEGEND AND NOT ON THE DRAWINGS.
1. THESE ARE STANDARD LEGEND SHEETS. SOME SYMBOLS AND ABBREVIATIONS
LEGEND NOTES:
GPR
FMR FEEDER MANAGEMENT RELAY
GENERATOR PROTECTIVE RELAY
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1 2 3 4 5 6
B
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D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
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JACOBS 2025. ALL RIGHTS RESERVED.
pw:\\Jacobs-US-VA-PW.Bentley.com:jacobs-us-va-pw-02\Documents\EEXK9600 - COCOA BANANA RIVER BOOSTER\
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or
60/40
DB
or
FO
XXXX
G
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LPXXA
100/40 or
XX
EX
L20R
LIGHTING SYSTEM PLAN
GROUND SYSTEM PLAN
MCC-A
[A1] T or or
J
G
CS
HH
L
OS
LC
EUH
AC
SYMBOL DESCRIPTION
POWER SYSTEM PLAN-1
SYMBOL DESCRIPTION
POWER SYSTEM PLAN-2
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
- CORROSION RESISTANT
- CLOCK HANGER
CRE
C
IN THIS DIVISION.
RACEWAY, CONDUCTOR,TERMINATION AND CONNECTION
CONNECTION POINT TO EQUIPMENT SPECIFIED.
OR IDENTIFYING SYMBOL AS SHOWN.
MAJOR ELECTRICAL COMPONENT OR DEVICE - NAME
PANELBOARD - SURFACE MOUNTED
PANELBOARD - FLUSH MOUNTED
TERMINAL JUNCTION BOX
MOTOR, SQUIRREL CAGE INDUCTION
GENERATOR, VOLTAGE AND SIZE AS INDICATED.
HOME RUN - DESTINATION SHOWN
EXPOSED CONDUIT AND CONDUCTORS*
CONCEALED CONDUIT AND CONDUCTORS*
CONTACTOR, MAGNETIC, NEMA SIZE INDICATED
STARTER, MAGNETIC NEMA SIZE INDICATED
OTHERWISE
CONVENIENCE RECEPTACLE - DUPLEX UNLESS NOTED
SUBSCRIPT NUMBER AT RECEPTACLE INDICATES CIRCUIT
240V RECEPTACLE
CONVENIENCE RECEPTACLE - QUADRUPLEX
MULTI OUTLET ASSEMBLY
DUPLEX CONVENIENCE RECEPTACLE - FLUSH IN FLOOR
SINGLE FACE UNLESS INDICATED OTHERWISE
CONVENIENCE RECEPTACLE, PEDESTAL, DUPLEX
AND AMPERAGE INDICATED
RECEPTACLE, SPECIAL PURPOSE-NEMA CONFIGURATION
THERMOSTAT
CONDUIT DOWN
CONDUIT UP
CONDUIT TERMINATION AT CABLE TRAY
EXISTING CONDUIT/ DUCT BANK
BUS DUCT - SEE SPECIFICATIONS
CONCRETE ENCASED CONDUIT
DIRECT BURIED CONDUIT
WALL MOUNTED LUMINAIRE, SEE SCHEDULE
LUMINAIRE AND POLE, SEE SCHEDULE
SEE SCHEDULE
LUMINAIRE WITH INTERNAL BATTERY BACKUP,
LUMINAIRE, SEE SCHEDULE
LUMINAIRE, SEE SCHEDULE
(SELF CONTAINED UNIT)
ELECTRIC AIR CONDITIONER
ELECTRIC UNIT HEATER
FIBER OPTIC CONDUIT
CONCEALED CONDUIT ROUTING AREA
CONDUIT ROUTING AREA
CABLE TRAY
INDICATE TYPE OF DEVICE
LETTER SYMBOLS OR ABBREVIATIONS
GENERAL CONTROL OR WIRING DEVICE.
FOR CONTROL DEVICE(S) REQUIRED.
CONTROL STATION, SEE CONTROL DIAGRAMS
WALL SWITCH:
FLOOD LIGHTS - AIM IN THE DIRECTION SHOWN
WITH OVERLOADS
MANUAL STARTER
MOMENTARY 3-WAY
CORROSION RESISTANT
DIMMER
KEY OPERATED
PILOT LIGHT
MS-
L-
CRE-
D-
K-
P-
MOTOR RATED
EXPLOSIONPROOF
WEATHERPROOF
FOUR WAY
THREE WAY
DOUBLE POLE
M-
EX-
WP-
4-
3-
2-
EQUIPMENT NEUTRAL BUS
EQUIPMENT GROUND BUS
CABINET OR…
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