Lime_Sludge_Drying_Beds_-_Plans.pdf
PDF 8 MB Posted
- Solicitation number
- 2547ITB
- Issued by
- Volusia County, Florida
About this file
The provided file is a comprehensive set of engineering and design plans for the Ralph Brennan Water Treatment Plant Lime Sludge Handling Improvements Project for the City of Daytona Beach, Florida. The project involves a series of civil, structural, and electrical improvements to the existing water treatment facility, specifically focusing on upgrading the lime sludge handling infrastructure. The plans include detailed drawings for sludge drying beds, a dewatered lime sludge building, site grading and paving, mechanical systems, and electrical installations. The project appears to be designed to enhance the plant's sludge management capabilities, with specific attention to improving efficiency and infrastructure resilience.
The design documents indicate a multi-phase approach to the improvements, with careful consideration of site conditions, drainage, and operational requirements. The plans show four sludge drying beds, a new dewatered lime sludge building, and associated mechanical and electrical systems. The structural designs incorporate reinforced concrete foundations, pre-engineered metal building components, and specialized infrastructure like ground rings and lightning protection systems. The electrical plans detail lighting, grounding, and power distribution strategies, with provisions for future expandability and system integration. While the documents do not specify exact budgetary figures, they represent a substantial municipal infrastructure investment aimed at modernizing and improving the City of Daytona Beach's water treatment plant capabilities.
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Text version
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CITY OF DAYTONA BEACH
LOCATION PLAN
RALPH BRENNAN WTP
LIME SLUDGE HANDLING IMPROVEMENTS
HAZEN CONTRACT NO. 44263-006
100% SUBMITTAL
APRIL 2025
NOT TO SCALE
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVENUE, SUITE 325
ORLANDO, FLORIDA 32814
CITY MANAGER:
UTILITIES DIRECTOR:
PROJECT MANAGER:
DERIC C. FEACHER
SHANNON PONITZ
FRANK O'KEEFE
DAYTONA BEACH, FL
PROJECT LOCATION
LP
G
A Bl vd
Hwy 95
DRAWING LIST
GENERAL
DWG NO.
G-00-01
SHEET TITLE
COVER SHEET AND LIST OF DRAWINGS
G-00-02 ABBREVIATIONS, SYMBOLS, AND LEGEND
CIVIL
C-00-01 GENERAL AND SWPP NOTES
C-01-00 OVERALL PLAN
MECHANICAL
M-10-01 SLUDGE PUMPS PLANS AND SECTION
M-20-01 SLUDGE DRYING BEDS PLAN
STRUCTURAL
S-00-01 NOTES, ABBREVIATIONS & SYMBOLS
S-20-01 SLUDGE DRYING BEDS FOUNDATION PLAN AND SECTION
ELECTRICAL
E-00-01 LEGEND AND SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES
S-20-02 SLUDGE DRYING BEDS DETAILS
3651 LPGA BLVD, DAYTONA BEACH, FL 32124
H w y 95
W In ternational S peedway B lvd
SR-9
SR
-6
S-30-01 POLE BARN FOUNDATION PLAN
S-30-02 POLE BARN SECTIONS
E-02-01 SITE PLAN
E-30-01 POLE BARN LIGHTING PLAN
M-30-01 DEWATERED LIME SLUDGE BUILDING
M-20-02 SLUDGE DRYING BEDS SECTIONS AND DETAILS
C-01-01 EXISTING SITE PLAN AND STAGING AREA
C-01-02 DEMOLITION PLAN
C-02-01 YARD PIPING PLAN
C-03-01 PAVING AND GRADING PLAN
C-03-02 PAVING AND GRADING SECTIONS
C-04-01 EROSION CONTROL PLAN
C-99-01 DETAILS SHEET - 1
C-99-02 DETAILS SHEET - 2
M-99-01 STANDARD DETALS - SHEET 1
S-30-03 POLE BARN ELEVATIONS
S-99-01 STANDARD STRUCTURAL DETAILS
S-99-02 STANDARD STRUCTURAL DETAILS
E-99-01 ELECTRICAL DETAILS
DESIGNED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
DATE:
HAZEN NO.:
CONTRACT NO.:
DRAWING
NUMBER:
PROJECT
ENGINEER:
DRAWN BY:
CHECKED BY:
REV ISSUED FOR DATE BY
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
D. BIEBER
0 1/2" 1"
APRIL 2025
44263-006
Au to de sk
D oc s:
//4
-0
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Im pr ov em en ts /4
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4:
:0
PM
G-00-02
J. CURTIS
W. MARSHALL
T. MORGAN
GENERAL
ABBREVIATIONS, SYMBOLS AND LEGEND
ABBREVIATIONS
AB ANCHOR BOLT
AC ALTERNATING CURRENT/
ASBESTOS CEMENT
ACT ACOUSTIC TILE
AD AREA DRAIN
ADDL ADDITIONAL
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AGGR AGGREGATE
AL ALUMINUM
ALLOW ALLOWANCE/ALLOWABLE
ALT ALTERNATE
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASB ASBESTOS
ASPH ASPHALT
AT ASPHALT TILE
B BORING
BD BOARD
BFE BOTTOM OF FITTING ELEV
BITUM BITUMINOUS
BL BASE LINE/ BUILDING LINE
BLDG BUILDING
BLK BLOCK
BM BENCH MARK
BOC BACK OF CURB
BOT BOTTOM
BRG BEARING
BRK BRICK
BRZ BRONZE
BSMT BASEMENT
BT BOLT
BUR BUILT-UP ROOFING
BV BALL VALVE
C CLOSET/CARPET/CHANNEL
CAB CABINET
CB CATCH BASIN
C/C CENTER TO CENTER
CE CONSTRUCTION EASEMENT
CEM CEMENT
CER CERAMIC
CF CUBIC FEET
CFM CUBIC FEET PER MINUTE
CI CAST IRON/ CUBIC INCHES
CIP CAST IRON PIPE
CL CENTER LINE/CHLORINE
CLG CEILING
CLKG CAULKING
CLR CLEAR
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CORP CORPORATION
CORR CORRIDOR
CP CONCRETE PLANK
CRS COURSE
CT CERAMIC TILE
CTJ CONTROL JOINT
CU COPPER
CV CHECK VALVE
CW COLD WATER
CY CUBIC YARD
DC DIRECT CURRENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA (Ø) DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DISCH DISCHARGE
DIST DISTRIBUTION
DJ DOUBLE JOINT
DL DEAD LOAD
DN DOWN
DOZ DOZEN
DR DRAIN PIPE
DWG DRAWING
DWL DOWEL
E EAST/ EASEMENT
EA EACH
ECC ECCENTRIC
EF EACH FACE
EFF EFFLUENT
EIP EXIST IRON PIPE
EL ELEVATION
ELEC ELECTRIC/ ELECTRICAL
ELL ELBOW
ENGR ENGINEER
ENT ENTRANCE
EOG EDGE OF GRAVEL
EOP EDGE OF PAVEMENT
EQ EQUAL
EQPT EQUIPMENT
EW EACH WAY
EX EXISTING
EXC EXCAVATE
EXH EXHAUST
EXP EXPANSION
EXT EXTERIOR
FAB FABRICATE
F&C FRAME AND COVER
F&G FRAME AND GRATE
FC FLUSHING CONNECTION
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FF FINISHED FLOOR
FH FIRE HYDRANT
FIN FINISH
FIX FIXTURE
FL FLASHING/ FLOOR
FLEX FLEXIBLE
FLG FLANGE
FLUOR FLUORESCENT
FLXC FLEXIBLE CONNECTION
FM FORCE MAIN
FP FINISHED PRODUCT
FPRF FIREPROOF
FRP FIBERGLASS REINFORCED
POLYESTER LAMINATE
FT FEET
FTG FOOTING/ FITTING
FURR FURRING/ FURRED
G GAS/ GAS LINE
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GEN GENERATOR
GI GALVANIZED IRON
GL GLASS
GPM GALLONS PER MINUTE
GR GRADE
GV GATE VALVE
GW GUY WIRE
GWB GYPSUM WALL BOARD
GWF GLAZED WALL FINISH
GYP GYPSUM
H HEIGHT
HDW HARDWARE
HEX HEXAGONAL
HM HOLLOW METAL
HORZ HORIZONTAL
HP HORSEPOWER
HPT HIGH POINT
HSS HOLLOW STRUCTURAL SECTION
HTR HEATER
HVAC HEATING, VENTILATION AND
AIR CONDITIONING
HW HOT WATER
HWL HIGH WATER LEVEL
HWY HIGHWAY
HYD HYDRAULIC
I IRON
ID INSIDE DIAMETER
IF INSIDE FACE
IN INCH
INCL INCLUDED
INF INFLUENT
INS INSULATION
INT INTERIOR
INV INVERT
J JOIST
JB JUNCTION BOX
JCT JUNCTION
JT JOINT
L LENGTH/ ANGLE
LA LINE AHEAD
LAB LABORATORY
LAM LAMINATED
LAT LAVATORY
LB POUND/ LINE BACK
LF LINEAR FEET
LG LONG
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LP LIGHT POLE
LPT LOW POINT
LT LIGHT
LTG LIGHTING
LVR LOUVER
LWL LOW WATER LEVEL
MAINT MAINTENANCE
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MEMB MEMBRANE
MET METAL
MFR MANUFACTURER
MG MILLION GALLONS
MGD MILLION GALLONS PER DAY
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MJ MECHANICAL JOINT
MLDG MOLDING
MO MASONRY OPENING
MOD MODIFY/ MODIFIED
MON MONUMENT
MOT MOTOR
MTE MATCH TO EXISTING
MTD MOUNTED
MTG MOUNTING
MULT MULTIPLE
N NORTH
NA NOT APPLICABLE
NF NEAR FACE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NPW NON POTABLE WATER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OFF OFFICE
OPER OPERATOR
OPNG OPENING
OPP OPPOSITE
ORIG ORIGINAL
OT OPEN TRUSS
OVHD OVERHEAD
PAR PARALLEL
PC POINT OF CURVE/ PIECE
PCC POINT OF COMPOUND CURVE
PCF POUNDS PER CUBIC FOOT
PE LINING POLYETHYLENE LINING
PERF PERFORATED
PERP PERPENDICULAR
PI POINT OF INTERSECTION
PL PROPERTY LINE/ PLATE
PNL PANEL
PP POWER POLE
PREFAB PREFABRICATED
PRV PRESSURE RELIEF VALVE
PS PUMPING STATION
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT OF TANGENT/ POINT
PTN PARTITION
PV PLUG VALVE
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
PW POTABLE WATER
QTY QUANTITY
R RADIUS/ RISER
RCP REINFORCED CONCRETE PIPE
RD ROAD/ ROOF DRAIN
RECIR RECIRCULATION
RECP RECEPTACLE
RECT RECTANGULAR
RED REDUCER
REF REFERENCE
REG REGISTER
REINF REINFORCING
REM REMOVE
REQD REQUIRED
REST RESTRAINED
REV REVISE
RF ROOF
RFG ROOFING
RJ RESTRAINED JOINT
RM ROOM
RND ROUND
RO ROUGH OPENING
RPM REVOLUTIONS PER MINUTE
RR RAILROAD
RT RIGHT
RTU REMOTE TERMINAL UNIT
RW RAW WATER
R/W RIGHT OF WAY
S SOUTH
SAN SANITARY
SBL SURVEY BASELINE
SCH SCHEDULE
SD STORM/SITE DRAIN
SECT SECTION
SERV SERVICE
SEW SEWER
SF SQUARE FEET
SLG SLUDGE
SHT SHEET
SI SQUARE INCH
SIM SIMILAR
SJ STEEL JOIST
SPEC SPECIFICATION
SQ SQUARE
SS SANITARY SEWER
SST STAINLESS STEEL
ST STREET
STA STATION
STD STANDARD
STG STORAGE
STIR STIRRUP
STL STEEL
STR STRUCTURAL
SUB SUBSTITUTE
SUP SUPPLY
SUPT SUPERINTENDENT
SUR SURFACE
SUSP SUSPENDED
SW SWITCH
SWBD SWITCHBOARD
SWD SIDE WATER DEPTH
SYM SYMMETRICAL
T TREAD
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TAN TANGENT
TBM TEMPORARY BENCH MARK
TC TOP OF CURB
TDH TOTAL DYNAMIC HEAD
TECH TECHNICAL
TEL TELEPHONE
TEMP TEMPERATURE
TER TERRAZZO
THERMO THERMOSTAT
THK THICK
THRU THROUGH
TOD TOP OF DECK
TOF TOP OF FOOTING
TOM TOP OF MASONRY/ MANHOLE
TOP TOP OF PARAPET
TOS TOP OF SLAB
TOW TOP OF WALL
TOL TOLERANCE
TPS TWISTED PAIR SHIELDED
TRANS TRANSFORMER
TYP TYPICAL
UG UNDERGROUND
UH UNIT HEATER
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
AB ANCHOR BOLT
UR URINAL
UTIL UTILITY
VAC VACUUM
VAT VINYL ASBESTOS TILE
VCP VITRIFIED CLAY PIPE
VEL VELOCITY
VENT VENTILATING/ VENTILATION
VERT VERTICAL
VOL VOLUME
VP VENT PIPE
VWC VINYL WALL COVERING
W WEST/ WIDTH
W/ WITH
WC WATER CLOSET
WF WIDE FLANGE
WH WALL HYDRANT
WI WROUGHT IRON
WL WATER LEVEL
W/L WATER LINE
WO WINDOW OPENING
W/O WITHOUT
WP WATERPROOF
WPFG WATER PROOFING
WPT WALL PENETRATING TYPE
WSE WATER SURFACE ELEVATION
WSP WEATHERSTRIP
WT WEIGHT
WV WATER VALVE
WWF WELDED WIRE FABRIC
YD YARD
YR YEAR
SECTION AND DETAIL KEYING
LEGEND
LINETYPES
PROPOSED ITEMS
EXISTING ITEMS
HIDDEN ITEMS
DEMOLITION ITEMS
CENTER LINE
MATCH LINE
GATE VALVE
BALL CHECK VALVE
MECHANICAL COUPLING
WELDED JOINT
WALL PENETRATION
FLANGED JOINT
MECHANICAL PUSH-ON OR
RESTRAINED JOINT
HARNESSED FLANGED
COUPLING ADAPTER
SLEEVE TYPE COUPLING
HARNESSED SLEEVE
TYPE COUPLING
HARNESSED FLEXIBLE
COUPLING
SYMBOLS
HOSE BIB
BUTTERFLY VALVE
PLUG VALVE
SWING CHECK VALVE
GLOBE VALVE
PINCH VALVE
BALL VALVE
DIAPHRAGM VALVE
YARD HYDRANT
FIRE HYDRANT
QUICK DISCONNECT
FITTING
SOIL BORING
MATERIALS
GRADE OR EARTH
SAND
GRAVEL
CONCRETE
CONCRETE PAVEMENT
PROPOSED TRENCH DRAIN
BRICK
WOOD BLOCKING
GLASS
CHECKERED PLATE
GRATING
WATER SURFACE
INSULATION
STEEL
ROCK
FLUSHING CONNECTION
SLIDE GATE/STOP GATE
SLUICE GATE
AREA TO BE FILLED AND SODDED
A A6
DRAWING WHERE SECTION IS SHOWN
DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD:
SECTION CUT ON DRAWING IS IDENTIFIED AS FOLLOWS:
REFERENCED ITEM
REFERENCED ITEM
AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS:
STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER
ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF.
DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS
SECTION SHOWN ON DRAWING IS IDENTIFIED AS FOLLOWS:
SEE M-40-0100
OR:
SECTION LETTER
M-40-0100
SECTION A
M-XX-02SCALE
DRAWING WHERE SECTION WAS TAKEN
SECTION LETTER
M-99-XX
M-99-XX
DETAIL
SCALE
DRAWING WHERE DETAIL IS SHOWN
DETAIL NUMBER
DRAWING WHERE DETAIL IS LOCATED
DETAIL NUMBER
1 100% SUBMITTAL 03/25 DB
GRASS
METAL
FRAME
SHED
TANK
METAL
FRAME
SHED
E
E
E
W
W
W
SD
E
E
E
F
W W
SLUDGE
PUMPS
METAL
FRAME
SHED
SLUDGE DRYING
BED 1
SLUDGE DRYING
BED 2
SLUDGE DRYING
BED 3
SLUDGE DRYING
BED 4
DEWATERED
LIME SLUDGE
BUILDING
EXISTING ROAD
SCALE: 1" = 30'
PLAN
PL
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44263-006
X
APRIL 2025D. BIEBER
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
H&S ENGINEERING AND ARCHITECTURE
4011 WESTCHASE BLVD, SUITE 500
RALEIGH, NC 27607
REGISTRATION NUMBER 54078
1 100% SUBMITTAL 03/25 DB
D. BANNETT
K. ROMERO
C-01-00
CIVIL
OVERALL PLANW. MARSHALL
CONCRETE SLAB
CATCH BASIN
TOP 28.41'
BOTTOM=24.96'
CATCH BASIN
TOP 29.80'
TOP OF MUD=27.63'
BOTTOM=27.05'
CATCH BASIN
TOP 28.87'
BOTTOM=26.65'
CATCH BASIN
TOP 28.55'
BOTTOM=25.53'
STORM MANHOLE
TOP=30.03
N INV=25.40' (UNK)
BOTTOM=22.70'
CATCH BASIN
TOP=28.10'
TOP OF DIRT=25.93'
S INV=25.68' (UNK)
BOTTOM=25.35'
GRASS
GRASS
DIRT
EMBANKMENT
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
CONCRETE PAVERS
CONCRETE
WALK
BURIED
SLUDGE
LINE
BURIED
INF LINE
BURIED
EFF LINE
METAL
FRAME
SHED
TANK
ABOVE GROUND TANK
(CLOSED)
ABOVE GROUND TANK
TANK
CONCRETE WALK
EDGE OF ASPHALT
PAVEMENT
EDGE OF
ASPHALT
PAVEMENT
EDGE OF ASPHALT
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
ASPHALT
SPEED TABLE
SERVICE
CABINET
UG
E
FOCFOC
FOCFOCFOC
UGE UGE
UGE
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
U G
E U
G E
UGT UGT UGT
FM
FM
FM
FM
FM
FOC
FOC
FOC
UGT
U G
T U
G T
U G
T
FOC
U G
E U
G E
U G
E
W W
W W
W W
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
W
U G
E
FM
FM
FM
FM
FM
W
UGE UGE
W
SITE BENCHMARK T11
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEVATION = 29.45'
SITE BENCHMARK T3
SET NAIL & DISC
"ECHO UES TP LB 8184"
ELEVATION = 30.12'
METAL
FRAME
SHED
SITE BENCHMARK T10
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEVATION = 30.02'
UNKNOWN
BURIED UTILITY
UNKNOWN
BURIED UTILITY
UNKNOWN
BURIED UTILITY
E
E
POLE E
W
W
BACKFLOW
VALVE
W
SD
OVERHEAD
BUILDING
NON-POTABLE
WATER
E
SERVICE
CABINET
E
E
F
W W
BACKFLOW
VALVE
SLUDGE
THICKENER
SLUDGE
PUMPS
MECHANICAL
FILTER
BUILDING
LIME
BUILDING
CO2
STORAGE
GROUND
STORAGE
TANK
CO2
STORAGE
CONCRETE SLAB
CONCRETE
SLAB
THICKENING SLUDGE
PUMP STATION
RAISED
WALK
SLUDGE
THICKENER
METAL
FRAME
SHED
NOTES:
1. THE MAIN ACCESS ROAD IS A COMMON ROAD FOR
THE OWNER, OWNER'S REPRESENTATIVES,
VENDOR SUPPLIERS, VISITORS AND SAFETY
VEHICLES; THE CONTRACTOR SHALL MAINTAIN
ACCESS THROUGH MAIN ENTRY GATE AT ALL
TIMES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE SECURITY OF ITS EQUIPMENT AND FACILITIES.
3. REFERENCE PROJECT SPECIFICATIONS FOR
CONSTRUCTION SEQUENCE REQUIREMENTS AND
RESTRICTIONS.
4. REFERENCE PROJECT SPECIFICATIONS FOR
REQUIREMENTS FOR TEMPORARY UTILITIES AND
SERVICES DURING CONSTRUCTION.
5. THE CONTRACTOR SHALL AVOID ELECTRICAL
VAULTS TO PREVENT EQUIPMENT DAMAGE.
SCALE: 1" = 20'
PLAN
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44263-006
X
APRIL 2025D. BIEBER
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
1 100% SUBMITTAL 03/25 DB
D. BANNETT
K. ROMERO
C-01-01
CIVIL
EXISTING SITE PLAN
AND STAGING AREAW. MARSHALL
LEGEND
STAGING AREA
CONTRACTOR TRAFFIC FLOW
TOP 28.41'
BOTTOM=24.96'
CATCH BASIN
TOP 29.80'
TOP OF MUD=27.63'
BOTTOM=27.05'
CATCH BASIN
TOP 28.87'
BOTTOM=26.65'
CATCH BASIN
TOP 28.55'
BOTTOM=25.53'
STORM MANHOLE
TOP=30.03
N INV=25.40' (UNK)
BOTTOM=22.70'
CATCH BASIN
TOP=28.10'
TOP OF DIRT=25.93'
S INV=25.68' (UNK)
BOTTOM=25.35'
GRASS
GRASS
DIRT
EMBANKMENT
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
CONCRETE PAVERS
CONCRETE
WALK
BURIED
SLUDGE
LINE
BURIED
INF LINE
BURIED
EFF LINE
METAL
FRAME
SHED
TANK
ABOVE GROUND TANK
(CLOSED)
ABOVE GROUND TANK
(CLOSED)
TANK
CONCRETE WALK
EDGE OF ASPHALT
PAVEMENT
EDGE OF
ASPHALT
PAVEMENT
EDGE OF ASPHALT
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
ASPHALT
SPEED TABLE
SERVICE
CABINET
UG
E
FOCFOC
FOCFOCFOC
UGE UGE
UGE
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
U G
E U
G E
UGT UGT UGT
FM
FM
FM
FM
FM
FOC
FOC
FOC
UGT
U G
T U
G T
U G
T
FOC
U G
E U
G E
U G
E
W W
W W
W W
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
W
U G
E
FM
FM
FM
FM
FM
W
UGE UGE
W
SITE BENCHMARK T11
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEVATION = 29.45'
SITE BENCHMARK T3
SET NAIL & DISC
"ECHO UES TP LB 8184"
ELEVATION = 30.12'
METAL
FRAME
SHED
SITE BENCHMARK T10
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEVATION = 30.02'
UNKNOWN
BURIED UTILITY
UNKNOWN
BURIED UTILITY
UNKNOWN
BURIED UTILITY
E
E
POLE E
W
W
BACKFLOW
VALVE
W
SD
OVERHEAD
BUILDING
NON-POTABLE
WATER
E
SERVICE
CABINET
E
E
F
W W
BACKFLOW
VALVE
SLUDGE
THICKENER
SLUDGE
PUMPS
MECHANICAL
FILTER
BUILDING
LIME
BUILDING
CO2
STORAGE
GROUND
STORAGE
TANK
CO2
STORAGE
CONCRETE SLAB
CONCRETE
SLAB
THICKENING SLUDGE
PUMP STATION
RAISED
WALK
SLUDGE
THICKENER
METAL
FRAME
SHED
CLEARING AND GRUBBING AREA.
SEE NOTE 4.
SEE M-10-01 FOR
DEMO PLAN
REMOVE TREES AND SHRUBS
CONTRACTOR TO
RELOCATE BENCHMARK
PRIOR TO COMMENCING
CONSTRUCTION
SEE NOTE 6
SEE E-02 FOR
ELECTRICAL LINE
COORDINATION
NOTES:
1. NOT ALL UNDERGROUND UTILITIES ARE SHOWN
FOR CLARITY.
2. IRRIGATION PIPING NOT SHOWN. IRRIGATION
SYSTEM SUBCONTRACTOR SHALL ISOLATE THE
IRRIGATION SYSTEM TO WORK AREAS. WHEN
NEEDED THE IRRIGATION SYSTEM
SUBCONTRACTOR SHALL ADD ISOLATION VALVES
TO PREVENT IMPACT TO AREAS NOT ASSOCIATED
WITH THE WORK. UPON COMPLETION OF THE
WORK, CONTRACTOR SHALL COORDINATE WITH
SUBCONTRACTOR FOR THE INSTALLATION OF A
NEW IRRIGATION SYSTEM WITHIN THE WORK
AREAS IMPACTED BY THE CONSTRUCTION
ACTIVITIES.
3. DEMOLITION WORK SHALL BE PERFORMED IN
COORDINATION WITH THE SEQUENCE OF
CONSTRUCTION AND CONSTRUCTION
CONSTRAINTS ESTABLISHED IN THE
SPECIFICATIONS. COORDINATE WITH OWNER IF
SERVICE INTERRUPTIONS ARE REQUIRED.
4. FOR CLEARING AND GRUBBING AREA, REMOVE 6"
TOPSOIL AND THEN EXCAVATE DOWN TO THE
PROPOSED DESIGN ELEVATIONS SHOWN ON THE
PAVING AND GRADING PLAN.
5. OWNER WILL RELOCATE SHEDS PRIOR TO
DEMOLITION.
6. CONTRACTOR SHALL FIELD LOCATE 2" AND
PROTECT WATER LINE BETWEEN THICKENERS. NEW
WATER LINE INSTALLATION PLAN SHOWN ON C-02-01
7. EXISTING LIME SLUDGE DRYING AREA: THE
CONTRACTOR SHALL PILE UP THE DISCARDED
CONTENTS AND COORDINATE WITH THE CITY TO
DISPOSE OF THE MATERIALS IN A DESIGNATED
AREA.
SCALE: 1" = 20'
PLAN
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M
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1- H
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/2 1/
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AM
44263-006
X
APRIL 2025D. BIEBER
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
1 100% SUBMITTAL 03/25 DB
D. BANNETT
K. ROMERO
C-01-02
CIVIL
DEMOLITION PLANW. MARSHALL
LEGEND
LIMITS OF DEMOLITION
CLEARING AND
GRUBBING LIMITS
SEE NOTE 5
SEE NOTE 5
TOP 28.41'
BOTTOM=24.96'
CATCH BASIN
TOP 29.80'
TOP OF MUD=27.63'
BOTTOM=27.05'
CATCH BASIN
TOP 28.87'
BOTTOM=26.65'
CATCH BASIN
TOP 28.55'
BOTTOM=25.53'
STORM MANHOLE
TOP=30.03
N INV=25.40' (UNK)
BOTTOM=22.70'
CATCH BASIN
TOP=28.10'
TOP OF DIRT=25.93'
S INV=25.68' (UNK)
BOTTOM=25.35'
GRASS
GRASS
DIRT
EMBANKMENT
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
CONCRETE PAVERS
CONCRETE
WALK
BURIED
SLUDGE
LINE
BURIED
INF LINE
BURIED
EFF LINE
ABOVE GROUND TANK
(CLOSED)
ABOVE GROUND TANK
TANK
CONCRETE WALK
EDGE OF ASPHALT
PAVEMENT
EDGE OF
ASPHALT
PAVEMENT
EDGE OF ASPHALT
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
ASPHALT
SPEED TABLE
SERVICE
CABINET
UG
E
FOCFOC
FOCFOCFOC
UGE UGE
UGE
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
U G
E U
G E
UGT UGT UGT
FM
FM
FM
FM
FM
FOC
FOC
FOC
UGT
U G
T U
G T
U G
T
FOC
U G
E U
G E
U G
E
W W
W W
W W
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
W
U G
E
FM
FM
FM
FM
FM
W
UGE UGE
W
SITE BENCHMARK T11
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEVATION = 29.45'
SITE BENCHMARK T3
SET NAIL & DISC
"ECHO UES TP LB 8184"
ELEVATION = 30.12'
SITE BENCHMARK T10
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEVATION = 30.02'
UNKNOWN
BURIED UTILITY
UNKNOWN
BURIED UTILITY
UNKNOWN
BURIED UTILITY
E
E
POLE E
W
W
BACKFLOW
VALVE
W
SD
OVERHEAD
BUILDING
NON-POTABLE
WATER
E
SERVICE
CABINET
E
E
F
W W
BACKFLOW
VALVE
SLUDGE
THICKENER
SLUDGE
PUMPS
MECHANICAL
FILTER
BUILDING
LIME
BUILDING
CO2
STORAGE
GROUND
STORAGE
TANK
CO2
STORAGE
CONCRETE SLAB
CONCRETE
SLAB
THICKENING SLUDGE
PUMP STATION
RAISED
WALK
SLUDGE
THICKENER
SLUDGE DRYING
BED 1
SLUDGE DRYING
BED 2
SLUDGE DRYING
BED 3
SLUDGE DRYING
BED 4
DEWATERED
LIME SLUDGE
BUILDING
15 16
FITTINGS TABLE
POINT #
DESCRIPTION
PIPE CONNECTION
8" PVC MJ 90° BEND
8" PVC MJ 90° BEND
8" PVC MJ TEE
4" PVC MJ 90° BEND ROLLED
4" PVC MJ 90° BEND ROLLED
4" SLG
4" DR
8" PVC MJ TEE
8" PVC MJ 90° BEND
8" x 4" PVC MJ RED
4" DI MJ 90° BEND
2'' TAP
2'' PVC 45 BEND
2'' PVC 45 BEND
2'' PVC TEE
NORTHING
1761043.61
1761080.36
1761080.36
1761053.56
1760981.06
1760974.99
1760975.05
1760975.11
1760906.56
1760885.56
1760885.56
1760885.44
1761025.40
1761025.40
1761033.09
1761033.09
EASTING
619256.29
619256.33
619320.28
619320.32
619323.49
619323.49
619320.32
619320.32
619320.32
619320.32
619322.41
619369.71
619269.80
619279.84
619287.52
619331.49
ELEVATION
INV. 21.22
INV. 21.59
INV. 22.23
INV. 22.49
CL 26.80
CL 27.83
CL 27.83
INV. 23.29
INV. 23.96
INV. 24.17
INV. 24.18
INV. 24.77
INV. 0.00
INV. 0.00
INV. 0.00
INV. 0.00
NOTES:
1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS
PRIOR TO BEGINNING ANY WORK. UNDERGROUND
UTILITY INFORMATION IS PROVIDED FOR
REFERENCE ONLY. CONTRACTORS SHALL BE FULLY
RESPONSIBLE FOR PERFORMING UTILITY LOCATES
WITHIN WORK AREAS. CONTRACTOR SHALL HAND
EXCAVATE THE AREAS OF WORK TO CONFIRM
UNDERGROUND UTILITY SIZES PRIOR TO ORDERING
MATERIALS. CONTRACTORS SHALL NOTIFY THE
ENGINEER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL INSTALL A BI-DIRECTIONAL
CLEANOUT AT CENTER OF FITTING 8. SEE SHEET
C-99-02 FOR STANDARD DETAIL.
3. CONTRACTOR SHALL INSTALL A ONE-WAY
CLEANOUT AT FITTING 3 AND FITTING 10. SEE
SHEET C-99-02.
4. CONTRACTOR SHALL CORE FRILL THE EXISTING
THICKENING SLUDGE WETWELL AND INSTALL A
COMPRESSIBLE TYPE LINK SEAL AND GROUT AS
REQUIRED TO MAKE THE NEW CONNECTION.
SCALE: 1" = 20'
PLAN
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M
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/1 6/
:3
AM
44263-006
X
APRIL 2025D. BIEBER
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
1 100% SUBMITTAL 03/25 DB
T. MORGAN
K. ROMERO
C-02-01
CIVIL
YARD PIPING PLANW. MARSHALL
8" PVC DR (TYP)
CONNECT TO 4" SLG
SEE M-10-01 FOR CONTINUATION
4" PVC SLG
SEE NOTE 2
SEE NOTE 3
SEE SHEET M-10-01
4" PVC DR (TYP)
2'' PV
CONNECT TO EXISTING WATER
2" PVC WATER
HOSE BIBB CONNECTION,
TYP OF 2. SEE C-33-0640
SEE NOTE 4
TOP 28.41'
BOTTOM=24.96'
CATCH BASIN
TOP 29.80'
TOP OF MUD=27.63'
BOTTOM=27.05'
CATCH BASIN
TOP 28.87'
BOTTOM=26.65'
CATCH BASIN
TOP 28.55'
BOTTOM=25.53'
STORM MANHOLE
TOP=30.03
N INV=25.40' (UNK)
BOTTOM=22.70'
CATCH BASIN
TOP=28.10'
TOP OF DIRT=25.93'
S INV=25.68' (UNK)
BOTTOM=25.35'
GRASS
GRASS
DIRT
EMBANKMENT
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
CONCRETE PAVERS
CONCRETE
WALK
ABOVE GROUND TANK
(CLOSED)
ABOVE GROUND TANK
TANK
CONCRETE WALK
EDGE OF ASPHALT
PAVEMENT
EDGE OF
ASPHALT
PAVEMENT
EDGE OF ASPHALT
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
ASPHALT
SPEED TABLE
SERVICE
CABINET
UG
E
FOCFOC
FOCFOCFOC
UGE UGE
UGE
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
U G
E U
G E
FOC
FOC
FOC
FOC
U G
E U
G E
U G
E
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
U G
E
UGE UGE
SITE BENCHMARK T11
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEVATION = 29.45'
SITE BENCHMARK T3
SET NAIL & DISC
"ECHO UES TP LB 8184"
ELEVATION = 30.12'
SITE BENCHMARK T10
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEVATION = 30.02'
E
E
POLE E
W
W
BACKFLOW
VALVE
W
SD
OVERHEAD
BUILDING
E
SERVICE
CABINET
E
E
F
W W
BACKFLOW
VALVE
SLUDGE
THICKENER
SLUDGE
PUMPS
MECHANICAL
FILTER
BUILDING
LIME
BUILDING
CO2
STORAGE
GROUND
STORAGE
TANK
CO2
STORAGE
CONCRETE SLAB
CONCRETE
SLAB
THICKENING SLUDGE
PUMP STATION
RAISED
WALK
SLUDGE
THICKENER
SLUDGE DRYING
BED 1
SLUDGE DRYING
BED 2
SLUDGE DRYING
BED 3
SLUDGE DRYING
BED 4
DEWATERED
LIME SLUDGE
BUILDING
8'
6'
6'
3 4
11 12
15 16
27.00 32.00 (TOP) 27.00 32.00 (TOP)32.09 (TOP)
32.00 (TOP)
27.00 (EOP)
29.80 (EOP)
30.50 (EOP)
29.80 (EOP)
32.00 (TOP)
32.00 (T
OP)
32.00 (TOP)
30.50 (EOP)
30.50 (EOP)
29.80 (EOP)29.80 (EOP)
28.20
28.50
29 30
30 3030 31 3132 32
282930
25'
STAKING TABLE
POINT #
NORTHING
1761057.56
1761057.56
1760982.56
1760982.56
1760902.56
1760902.56
1760882.64
1760882.64
1760848.30
1760848.30
1760918.17
1760917.96
1760902.73
1760909.62
1760892.40
1760892.40
EASTING
619338.61
619398.61
619334.61
619398.61
619333.61
619398.61
619329.99
619373.15
619329.99
619373.15
619276.22
619293.21
619284.20
619297.52
619286.71
619301.71
SCALE: 1" = 20'
PLAN
PL
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E:
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: C :\U
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KR
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\A C
C D
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S\ H
AZ
EN
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D S
AW
YE
R \4
-0
_R
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PH
B
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EN
N
AN
W
TP
IM
PR
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M
EN
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\P
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C
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FI
LE
S\
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IG
N \0
1- H
AZ
EN
\0 1-
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\4
-0
-C -0
3-
S av ed b y C
M O
SC
H
IL
LO
S av e da te : 3
/2 1/
:5
AM
44263-006
X
APRIL 2025D. BIEBER
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
1 100% SUBMITTAL 03/25 DB
D. BANNETT
K. ROMERO
C-03-01
CIVIL
PAVING AND GRADING PLANW. MARSHALL
C C
C -0
3-
AA
C-03-02
BB
C-03-02
D D
C -0
3-
15' PROPOSED STABILIZED ROAD
CONSTRUCTION OF 12" SUBGRADE (LBR 40)
COMPACTED TO 98% PER ASSHTO T180
CONCRETE
PROPOSED STABILIZED ROAD
CONSTRUCTION ENTRANCE AND
WASHDOWN
CONTOUR
LEGEND
F.F. = 30.50
CONCRETE SLAB
SEE STRUCTURAL
PLANS FOR
REINFORCEMENT
SL
O
PE
.0
SL
O
PE
.0
SL
O
PE
.0
SL
O
PE
.0
CONCRETE LANDING
SEE STRUCTURAL PLANS
FOR REINFORCEMENT (TYP)
ELEVATED CONCRETE WALKWAY
SEE STRUCTURAL PLANS
FOR REINFORCEMENT
EE
C
-03-02
(TOS) (TOS)
EOP = EDGE OF PAVEMENT
TOS = TOP OF PARAPET
TOS = TOP OF SIDEWALK
MTE = MATCH EXISTING
SCALE: 1" = 5'
PLAN
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E:
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S\ H
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D S
AW
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R \4
-0
_R
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PH
B
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EN
N
AN
W
TP
IM
PR
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M
EN
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\P
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C
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FI
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S\
_D
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1- H
AZ
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\0 1-
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\4
-0
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3-
S av ed b y C
M O
SC
H
IL
LO
S av e da te : 3
/2 1/
:5
AM
44263-006
X
APRIL 2025D. BIEBER
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
1 100% SUBMITTAL 03/25 DB
D. BANNETT
K. ROMERO
C-03-02
CIVIL
PAVING AND GRADING SECTIONSW. MARSHALL
DRYING BED
EL 32.00 TOP
EL 27.00 TO 30.50
1'
6'
SOD
MATCH TO
EXISTING
OVER 5'
EXISTING
GROUND
12" SUBGRADE (LBR 40)
COMPACTED TO 98% DENSITY
PER AASHTO T-180
12" THICK CONCRETE DRYING BED
REFER TO STRUCTURAL
PLANS FOR REINFORCEMENT
SECTION AA
1" = 5'
EL 27.00 to 30.50
EL 32.00 TOP
EL 27.00
EL 28.00
EL 28.00
6' 4' 4'
2'
FLAT
8'
CONCRETE RAMP
SEE STRUCTURAL
PLAN FOR
REINFORCEMENT
6'
SOD
6'
SOD
MATCH TO
EXISTING
OVER 5'
EXISTING
GROUND
12" SUBGRADE (LBR 40)
COMPACTED TO 98% DENSITY
PER AASHTO T-180
12" THICK CONCRETE DRYING BED
REFER TO STRUCTURAL
PLANS FOR REINFORCEMENT
12" THICK CONCRETE DRYING BED
REFER TO STRUCTURAL
PLANS FOR REINFORCEMENT
14'
VA:1 SLOPEVA:1 SLOPE
CL SWALE SLOPE TO DRAIN
CL SWALE
8'
CONCRETE RAMP
SEE STRUCTURAL
PLAN FOR
REINFORCEMEN
SECTION BB
1" = 5'
SECTION CC
1" = 5'
SECTION DD
1" = 5'
12" SUBGRADE (LBR 40)
COMPACTED TO 98% DENSITY
PER AASHTO T-180
12" SUBGRADE (LBR 40)
COMPACTED TO 98% DENSITY
PER AASHTO T-180
12" THICK CONCRETE DRYING BED
REFER TO STRUCTURAL
PLANS FOR REINFORCEMENT
VA:1 SLOPE
LIMITS OF FILL
HAND COMPACT
AGAINST STRUCTURE
TOE OF SLOPE
SEE PLANS FOR
ELEVATION
LIMITS OF CUT
1'
DEWATERED
LIME SLUDGE
BUILDING
F.F. = 30.50
EXISTING GROUND
LIMITS OF WELL
COMPACTED FILL
LIMITS OF CUT
EL 30.50 2' SLOPE @ 5.0% SLOPE @ 5.0% 2'
6" 6"
VARIES
SEE PLANS
MATCH TO
EXISTING
EL VARIES 28.00 TO 29.00
LIMITS OF CUT
EL 30.50
SLOPE @ 5.0%SLOPE @ 5.0%
EL 27.00
ALUM GUARDRAIL, TYP
SEE STRUCTURAL PLANS FOR DETAIL
4" GV, TYP
FLG BEND 90, TYP
4" DI SLG
CL 32.70
SECTION EE
1" = 5'
EL 32.00 TOP
ADJUSTABLE SADDLE, TYP
M-40-0304
12" SUBGRADE (LBR 40)
COMPACTED TO 98% DENSITY
PER AASHTO T-180
8" PVC DR
SEE M-20-02 FOR DETAIL
8" PVC DR
SEE M-20-02 FOR DETAIL
SOD
9'
VA:1
SOD
SPEED BUMP
SEE S-20-02 FOR DETAIL
SPEED BUMP
SEE S-20-02 FOR DETAIL
LIMITS OF FILL
HAND COMPACT
AGAINST STRUCTURE
CL SWALE
VARIES
SEE PLANS
12" THICK CONCRETE DRYING BED
REFER TO STRUCTURAL PLANS
FOR REINFORCEMENT
24.38'
SLUDGE PUMP PAD
20.27'
8" THICK PAD 8" THICK PAD
8" THICK PAD
TOP 28.41'
BOTTOM=24.96'
CATCH BASIN
TOP 29.80'
TOP OF MUD=27.63'
BOTTOM=27.05'
CATCH BASIN
TOP 28.87'
BOTTOM=26.65'
CATCH BASIN
TOP 28.55'
BOTTOM=25.53'
STORM MANHOLE
TOP=30.03
N INV=25.40' (UNK)
BOTTOM=22.70'
CATCH BASIN
TOP=28.10'
TOP OF DIRT=25.93'
S INV=25.68' (UNK)
BOTTOM=25.35'
GRASS
GRASS
DIRT
EMBANKMENT
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
CONCRETE PAVERS
CONCRETE
WALK
BURIED
SLUDGE
LINE
BURIED
INF LINE
BURIED
EFF LINE
ABOVE GROUND TANK
(CLOSED)
ABOVE GROUND TANK
TANK
CONCRETE WALK
EDGE OF ASPHALT
PAVEMENT
EDGE OF
ASPHALT
PAVEMENT
EDGE OF ASPHALT
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
ASPHALT
SPEED TABLE
SERVICE
CABINET
UG
E
FOCFOC
FOCFOCFOC
UGE UGE
UGE
UGE
UGE
UGE
U G
E U
G E
U G
E U
G E
U G
E
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
U G
E U
G E
UGT UGT UGT
FM
FM
FM
FM
FM
FOC
FOC
FOC
UGT
U G
T U
G T
U G
T
FOC
U G
E U
G E
U G
E
W W
W W
W W
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
W
U G
E
FM
FM
FM
FM
FM
W
UGE UGE
W
SITE BENCHMARK T11
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEVATION = 29.45'
SITE BENCHMARK T3
SET NAIL & DISC
"ECHO UES TP LB 8184"
ELEVATION = 30.12'
SITE BENCHMARK T10
SET 5/8" IRON ROD & CAP
"ECHO UES TP LB 8184"
ELEVATION = 30.02'
UNKNOWN
BURIED UTILITY
UNKNOWN
BURIED UTILITY
UNKNOWN
BURIED UTILITY
E
E
POLE E
W
W
BACKFLOW
VALVE
W
SD
OVERHEAD
BUILDING
NON-POTABLE
WATER
E
SERVICE
CABINET
E
E
F
W W
BACKFLOW
VALVE
SLUDGE
THICKENER
SLUDGE
PUMPS
MECHANICAL
FILTER
BUILDING
LIME
BUILDING
CO2
STORAGE
GROUND
STORAGE
TANK
CO2
STORAGE
CONCRETE SLAB
CONCRETE
SLAB
THICKENING SLUDGE
PUMP STATION
RAISED
WALK
SLUDGE
THICKENER
SF
SF SF SF SF
SF
SF
SF
SF
SF
SF
SFSFSF
SF
SF
SF
SF
SF
SLUDGE DRYING
BED 1
SLUDGE DRYING
BED 2
SLUDGE DRYING
BED 3
SLUDGE DRYING
BED 4
DEWATERED
LIME SLUDGE
BUILDING
PL
O
T D
AT
E:
/1
6/
:4
K R
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ER
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: C :\U
SE
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\A C
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SC
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LO
S av e da te : 3
/2 1/
:5
AM
44263-006
X
APRIL 2025D. BIEBER
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
1 100% SUBMITTAL 03/25 DB
D. BANNETT
K. ROMERO
C-04-01
CIVIL
EROSION CONTROL PLANW. MARSHALL
GRAVEL CONSTRUCTION
ENTRANCE AND WASH DOWN
CONSTRUCTION ENTRANCE
INLET PROTECTION
SILT FENCE
SCALE: 1" = 20'
PLAN
LEGEND
SF
TRENCH WIDTH
SEE NOTE 4
VA
RI
ES
(4
8" M
IN
. C
O
VE
R)
12" 12"PIPE
O.D.
6" MAX. LAYERS AT
4" MAX. LAYERS
95% COMPACTION
AT 95% COMPACTION
SEE NOTE 5
UNDISTURBED SOIL
EXCAVATION WIDTH
2'
(TYP)
NOTES:
1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE,
PROVIDE APPROVED METHOD OF CONSTRUCTION.
2. TRENCH SUPPORTS AND DEWATERING METHOD SHALL BE DETERMINED BY
THE CONTRACTOR AND BE CONSISTENT WITH APPLICABLE OSHA
REQUIREMENTS.
3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. PROVIDE
COMPACTION TEST REPORTS TO CITY INSPECTOR.
4. MECHANICAL COMPACTION NOT ALLOWED BETWEEN SPRING LINE AND 12"
ABOVE THE TOPE OF PIPE ONCE PIPE IS INSTALLED.
5. INSTALL METALLIC TAPE AND UF #12 INSULATED SINGLE STRAND COPPER
WIRE OVER FULL LENGTH OF PIPE.
6. PROVIDE 6" OF TOPSOIL TO PROMOTE VEGETATION ESTABLISHMENT WHERE
TRENCH IS SITUATED OUTSIDE OF PAVED AREAS.
7. UPPER ONE FOOT BELOW BASE COURSE SHOULD BE COMPACT EACH LIFT TO A
MINIMUM DESNSITY OF 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM
DRY DENSITY.
"CLEAN" FINE SANDS WITH
6" THICK CLASS 12 EARTHFILL
(TOPSOIL, SEE NOTE 7)
WITHOUT PAVEMENT RESTORATION
#57 STONE
FULLY WRAPPED WITH A
GEOTEXTILE FILTER FABRIC SUCH
AS CONTECH C 31NW OR
EQUIVALENT
LESS THAN 5% SOIL FINES
PL
O
T D
AT
E:
/1
6/
:4
K R
O M
ER
O
Fi le
: C :\U
SE
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KR
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\A C
C D
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S\ H
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AW
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9-
S av ed b y C
M O
SC
H
IL
LO
S av e da te : 3
/2 1/
:5
AM
44263-006
X
APRIL 2025D. BIEBER
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
1 100% SUBMITTAL 03/25 DB
D. BANNETT
K. ROMERO
C-99-01
CIVIL
DETAILS - SHEET 1W. MARSHALL
STORM DRAINAGE
12" MIN.
FINISHED GRADE
36" OF COVER MIN.
FOR ALL PIPE
PIPE OR SANITARY
SEWER MAIN
2. ADDITIONAL RESTRAINTS MAY BE REQUIRED FOR VERTICAL BENDS.
POTABLE WATER MAIN
( FULL LENGTH )
EXIST. PIPE
RESTRAINED JOINT
1 FULL LENGTH
(4 REQUIRED)
STORM WATER, REUSE
45° D.I.P. BENDS
M
IN
VARIES
TRANSITION GASKET
SOLID SLEEVE WITH
FINISHED GRADE
( FULL LENGTH )
EXIST. PIPE
" M
IN
. C
O
VE
R
OR SANITARY SEWER
RESTRAINED AS REQUIRED
BY MANUFACTURER.
3. LOWERING OF EXISTING WATER MAIN & FORCE MAIN BY DEFLECTION METHOD MAY BE ACCEPTABLE
4. LENGTH OF SECTION BASED ON MINIMUM LENGTH AS DETERMINED BY EBAA RESTRAINED JOINT MANUAL.
5. INSTALL RESTRAINED JOINTS, AS REQUIRED, FROM DEFLECTION POINT IN BOTH DIRECTIONS (20' MIN.).
TYPE 'B'
TYPE 'A'
IF EXISTING FIELD CONDITIONS PERMIT AND APPROVAL IS RECEIVED FROM CODB.
POTABLE WATER MAIN
1. TYPE "A" CROSSING SHALL BE THE PREFERRED CONFIGURATION. TYPE "B" MAY BE USED ONLY
UPON SPECIFIC APPROVAL.
Revision Date: 12/2020 File Name:
Scale:
Drawn By:
Checked By:
Drawing Date: 01/08
Pipe Crossing W-7
JMP
NTS
CRB
FY-21/22
1 FULL LENGTH OF PIPE
NOTES:
CROSS SECTIONAL VIEW
CROSS SECTIONAL VIEW
OF PIPE
6. ALL DEFLECTIONS SHALL BE DIP.
DETAIL 1
NTS -
DARLING OR EQUAL
C-33-0640
2" YARD (POST) HYDRANT AS
MANUFACTURED BY ZURN Z-1390,
JAY R. SMITH 5914, AMERICAN
2" AMERICAN NATIONAL
STRAIGHT THREAD
HOSE CONNECTION
HYDRANT
HOUSING
1/4 CU YD CRUSHED
STONE FOR HYDRANT
DRAINAGE
VALVE HOUSING
YARD HYDRANT
5"7"5"
6"
4' -6
CONC BASE
VALVE
VALVE BOX
C-33-0630
3' -0
" M
IN
IM
U
M
24" SQUARE
6"
VALVE BOX PAD,
SEE C-33-0631
VALVE SUPPORT
2'-0" x 2'-0"
SQUARE CONCRETE PAD
6" M
IN
2" 4"
VALVE BOX TOP SECTION
WITH COVER AL
L
AR
O U
N D
3/ 4"
C H
AM
FE
R
TYPICAL
PAVEMENT
SECTION
SEE NOTE ABOVE
C-33-0631
VALVE BOX PAD
CENTER SECTION
(LENGTH AS REQD)
NOTE:
EMBED INTO CONCRETE PAD, BRASS DISK
WITH VALVE DATA PER DETAIL C-33-0632
FINISHED
GRADE
SECTIONELEVATION
VE
R
TI
C
AL
SILT FLOW
POST OPTIONS:
SOFT WOOD 2 1/2" DIA.
SOFT WOOD 2" x 4" HARDWOOD 1 1/2" x1 1/2"
STEEL 1.33 LBS/FT
OPTIONAL
POST
POSITION
20°±
PRINCIPAL POST POSITION
(CANTED 20° TOWARD FLOW)
FILTER FABRIC
FILTER FABRIC (IN ACCORDANCE WITH
SECTION 985 FDOT SPECIFICATION)
6' MAX
8"
" M
IN
3' O
R M
O R
E
GROUND SURFACE
00 50 100 150 200 250 300 350 400
SPACING (In Feet)
CHART 1: SILT FENCE SPACING
WATER COURSE
SILT FLOW
SILT FENCE
STORMWATER
RUNOFF
SILT FENCE PROTECTION IN DITCHES
WITH INTERMITTENT FLOW
SILT FENCE PROTECTION AROUND
DITCH BOTTOM INLETSSILT FENCE
SILT FENCE APPLICATIONS
F
LO
W
POST POST
F
LO
W
PLACE THE POST OF ONE FENCE BEHIND
THE END POST OF THE OTHER FENCE AS SHOWN.
ROTATE BOTH POSTS AT LEAST 180 DEGREES IN
A CLOCKWISE DIRECTION TO CREATE A TIGHT
SEAL WITH THE FABRIC MATERIAL.
DRIVE BOTH POSTS INTO THE GROUND AND
BURY FLAP.
PLAN VIEW
JOINING TWO SILT FENCES
NOTES:
1. WHERE USED IN DITCHES, THE SPACING FOR TYPE III SILT FENCE SHALL BE IN ACCORDANCE
WITH CHART 1.
2. DO NOT CONSTRUCT SILT FENCE ACROSS PERMANENT FLOWING WATERCOURSES. SILT
FENCES ARE TO BE AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT
BODIES OF WATER.
3. WHERE USED AS SLOPE PROTECTION, SILT FENCE IS TO BE CONSTRUCTED ON 0%
LONGITUDINAL GRADE TO AVOID CHANNELIZING RUNOFF ALONG LENGTH OF FENCE.
TYPE III SILT FENCESL
O
PE
(I n
6" MAX. LAYERS AT
95% COMPACTION
"CLEAN" FINE SANDS WITH
6" THICK CLASS 12 EARTHFILL
(TOPSOIL, SEE NOTE 7)
LESS THAN 5% SOIL FINES
TYPE III SILT FENCE
45° BEND
45° BEND OR LATERAL
AS REQUIRED
3"
CLEAR
12", MIN
4 SIDES
NOTE:
ALL FITTINGS SHALL BE
RESTRAINED JOINT.
CLEANOUT RISER FOR PRESSURIZED LINES 4"-12"
#5@12 EW", TYP
C-33-0643
H20 RATED MANHOLE
RING AND COVER
FLANGE WITH TAPPED
BOLT HOLES
SQUARE CONCRETE PAD, TOP
OF PAD AND MANHOLE COVER
SHALL BE FLUSH WITH GRADE
OR PAVEMENTCOMPANION FLANGE WITH
2" THREADED HOLE AND
HEX HEAD PLUG
" M
IN
12" MIN #57 STONE
1" EXPANSION JOINT MATERIAL
PAVEMENT
3"
CLEAR
12", MIN
4 SIDES
#5@12 EW", TYP
H20 RATED MANHOLE
RING AND COVER
SQUARE CONCRETE PAD, TOP
OF PAD AND MANHOLE COVER
SHALL BE FLUSH WITH GRADE
OR PAVEMENT
" M
IN
12" MIN #57 STONE
1" EXPANSION JOINT MATERIAL
PAVEMENT
TWO-WAY
CLEANOUT TEE
CLEANOUT
BI-DIRECTIONAL CLEANOUT
PL
O
T D
AT
E:
/1
6/
0:
A M
K
R O
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ER
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:\U
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KR
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D O
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SC
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LO
S av e da te
: 3 /2
1/
:5
AM
44263-006
X
APRIL 2025D. BIEBER
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
1 100% SUBMITTAL 03/25 DB
D. BANNETT
K. ROMERO
C-99-02
CIVIL
DETAILS - SHEET 2W. MARSHALL
DETAIL 2
NTS -
DETAIL 4
NTS -
DETAIL 3
NTS -
DETAIL 5
NTS -
4" PVC SLG SEE SHEET C-02-01
FOR CONTINUATION
M-10-01
A_______
NOTE:
1. BACKFILL WITH EXCAVATABLE
FLOWABLE FILL.
RESTRAINED MJ
SOLID SLEEVE
M-40-0700
, TYP
4" PV-FP
2'
6"
4" DI TEE, MJ
4" TRANSITION SLEVE, MJ
4" DI SLG
4" DI SLG
4" 4"
D I
PV
C
REMOVE 4" WYE FITTING, 4" 45°,
4" SPOOL PIECE AND END CAP.
SEE NOTE 1.
4" DI SLG
4" DI SLG
EL 30.33 SEE NOTE 1
4" PVC SLG
CL 27.83
DESIGNED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
DATE:
HAZEN NO.:
CONTRACT NO.:
DRAWING
NUMBER:
PROJECT
ENGINEER:
DRAWN BY:
CHECKED BY:
X
REV ISSUED FOR DATE BY
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
D. BIEBER
0 1/2" 1"
APRIL 2025
44263-006
Au to de sk
D oc s:
//4
-0
_R al ph B re nn an W
TP
Im pr ov em en ts /4
-0
-S
PS
-M .rv t 3/
/2
2:
:1
PM
M-10-01
J. CURTIS
W. MARSHALL
T. MORGAN
MECHANICAL
SLUDGE PUMPS
PLANS AND SECTION
3/8" = 1'-0"
MODIFIED PLAN
N
3/8" = 1'-0"
DEMOLITION PLAN
SECTION
3/8" = 1'-0" M-10-01
A
1 100% SUBMITTAL 3/25 DB
M-20-02
A_______
M-20-02
A_______
M-20-02
C_______ M-20-02
C_______
4" DI SLG
4" DI SLG
4" PVC SLG, SEE CIVIL
FOR CONTINUATION
8" PVC DR @ 1% SLOPE.
SEE SHEET C-02-01 FOR CONTINUATION
M-20-02
B_______
M-20-02
B_______
8" PVC DR @ 1% SLOPE.
SEE CIVIL FOR CONTINUATION
4' - 0"
BAY NO. 2
BAY NO. 1
BAY NO. 4
BAY NO. 3
4' - 0"
, TYP
1.
NOTES:
CONTRACTOR SHALL LABEL EACH PIPE
ENTERING ITS RESPECTIVE BAY WITH "BAY NO.
X," WHERE X CORRESPONDS TO THE SPECIFIC
BAY NUMBER. EACH BAY PIPE SHALL HAVE A
UNIQUE MARKING. TYPCIAL FOR ALL BAYS.
SEE NOTE 1
4" GV-DI, TYP
RESTRAINED MJ
SOLID SLEEVE
M-40-0700
M
IN
1'
1' - 6"
4" DI CROSS
W/BLIND FLG, TYP
SEE NOTE 1
4" DI 90° BEND, FLG,
TYP
M-20-02
B_______
M-20-02
B_______
DESIGNED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
DATE:
HAZEN NO.:
CONTRACT NO.:
DRAWING
NUMBER:
PROJECT
ENGINEER:
DRAWN BY:
CHECKED BY:
X
REV ISSUED FOR DATE BY
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
D. BIEBER
0 1/2" 1"
APRIL 2025
44263-006
Au to de sk
D oc s:
//4
-0
_R al ph B re nn an W
TP
Im pr ov em en ts /4
-0
-S D
B- M
.rv t
4/
/2
8:
:5
AM
M-20-01
J. CURTIS
W. MARSHALL
T. MORGAN
MECHANICAL
SLUDGE DRYING BED
PLAN
3/16" = 1'-0"
OVERALL PLAN
N
4" DI SLG
CL 32.70
GRADE EL 31.00GRADE EL 31.00
EL 32.00
4" PVC SLG
CL 27.00
M-99-01
VERTICAL PIPE
SWAY BRACE
TYP
ADJUSTABLE SADDLE
M-40-0304
31' - 6"
CONCRETE MOUNTED RAILING
S-99-02
DIPVC
4"4"
4" DI 45° BEND, MJ
TYP
4" DI 90° BEND, FLG
TYP
4" TANSITION SLEVE,
MJ
5' - 0"
1' - 6"
EL 27.00
EL 32.00
4" GV, TYP
ADJUSTABLE SADDLE
M-40-0304
, TYP
4" DI SLG
CL 32.70
4" DI 90° BEND, FLG
TYP
8" PVC DR @ 1% SLOPE.
SEE CIVIL FOR CONTINUATION
EL 32.00
APPROX GRADE 31.00
TYP
WALL PENETRATION
TYPE 10 (PIPE)
M-40-0110
RESTRAINED MJ
SOLID SLEEVE
M-40-0700
2'
1/
2"
8" DI 45° BEND, MJ, TYP
DESIGNED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
DATE:
HAZEN NO.:
CONTRACT NO.:
DRAWING
NUMBER:
PROJECT
ENGINEER:
DRAWN BY:
CHECKED BY:
X
REV ISSUED FOR DATE BY
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
D. BIEBER
0 1/2" 1"
APRIL 2025
44263-006
Au to de sk
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:5
AM
M-20-02
J. CURTIS
W. MARSHALL
T. MORGAN
MECHANICAL
SLUDGE DRYING BED
SECTION AND DETAILS
SECTION
3/8" = 1'-0" M-20-01
A
SECTION
3/8" = 1'-0" M-20-01
CSECTION
3/8" = 1'-0" M-20-01
4" PVC DR @ 1% SLOPE.
SEE CIVIL FOR
CONTINUATION
M-30-01
A_______
M-30-01
A_______
2'x2' SUMP
4" PVC DR, CL 26.87
3'
0"
3' - 2"
5'
2"
EL 28.50
2'x2' SUMP
4" PVC DR @ 1% SLOPE.
SEE CIVIL FOR
CONTINUATION
WALL PENETRATION
TYPE 4 (PIPE)
M-40-0104
GROUT FILL
EL 26.50
4" PVC DR
INV 26.70
DESIGNED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
DATE:
HAZEN NO.:
CONTRACT NO.:
DRAWING
NUMBER:
PROJECT
ENGINEER:
DRAWN BY:
CHECKED BY:
REV ISSUED FOR DATE BY
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
F. HOLMES
0 1/2" 1"
APRIL 2025
44263-006
Au to de sk
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:2
AM
M-30-01
J. CURTIS
W. MARSHALL
T. MORGAN
MECHANICAL
DEWATERED LIME SLUDGE BUILDING
PLAN AND SECTION
3/8" = 1'-0"
PLAN SECTION
3/4" = 1'-0" M-30-01
A
N
COMPRESSIBLE LINK TYPE SEAL,
TWO REQUIRED FOR WALL
THICKNESS GREATER THAN 10"
PIPE, 42" MAX, SEE NOTE 1
WALL PIPE WITH INTEGRAL
WATERSTOP (PExPE)
STAINLESS STEEL BOLTS
NEW CONCRETE WALL
M-40-0111
CORE DRILLED OPENING
EXISTING CONCRETE WALL
1.
2.
NOTE:
THE USE OF COMPRESSIBLE TYPE
LINK SEALS ON PIPES LARGER THAN
42" REQUIRES ENGINEER'S APPROVAL.
PRIOR TO INSTALLATION OF LINK
SEAL, BURN BACK REINFORCEMENT
STEEL 1/2" MIN BELOW SURFACE AND
FILL VOIDS CREATED WITH EPOXY
RESIN BINDER.
NON SHRINK GROUT
NON SHRINK GROUT
RESTRAINED MJ SOLID SLEEVE
M-40-0700
NOTE:
CONTRACTOR MAY USE EBAA IRON 3800
MEGA-COUPLING IN LIEU OF COMPONENTS SHOWN. ALL
RODS AND RESTRAINING HARDWARE SHALL BE PAINTED
WITH TWO COATS COAL TAR (MIN 26 DRY MIL
THICKNESS) TNEMEC 46-465 HI-BUILD OR EQUAL.
PLAIN END PIPE
WEDGE TYPE
RESTRAINING GLAND, TYP
MJ SOLID SLEEVE
ADJUSTABLE SADDLE FLANGE SUPPORT
M-40-0304
C
A
VARIES ACCORDING TO PIPE SIZE
(APPROX 4 1/2" TOTAL ADJUSTMENT)
ADJUSTABLE SADDLE WITH
SUPPORT PIPE, MSS TYPE 38,
SEE SCHEDULE B (MSS TYPE
37, AS REQD), TYP
CARRIER PIPE, SEE SCHEDULE B
CONCRETE ANCHORS (D)
(4 REQD EA SUPPORT -
SEE SCHEDULE B)
1" NON-SHRINK GROUT
FLANGE SUPPORT
WITH ADJUSTABLE
SUPPORT PIPE
C
A
B
VA
R
IE
S
B
VERTICAL PIPE SWAY BRACE
1. ALL SUPPORTS AND FASTENERS SHALL BE 316 STAINLESS STEEL
NOTE:
(TYP)3"
1/2" ⌀ CONC
ANCHOR (TYP)
12" ⌀ BOLTS WITH
LOCK WASHER (TYP)
WALL
BENT FB 3X8 x 1 1/2 x
LENGTH REQUIRED
TYP
45°
O D
/2 +1
PI
PE
O R
F
LA
N G
E
(TYP)1 1/2"
PIPE OD + 6"
SCHEDULE B
PIPE SIZE A B C
4-12
14-16
18-20
24-48
2 1/2
7 1/2
1 1/2
2 1/2
3 1/2
5/8
5/8
5/8
3/4
3/4
DIA
D
ADJUSTABLE SADDLE (DIM IN INCHES)
WALL PIPE WITH INTEGRAL
WATERSTOP. DRILL AND TAP
FOR STUD BOLTS.
NEW CONCRETE WALL
NON-SHRINK GROUT
EXISTING CONCRETE WALL
PIPE
RJxPE OR MJxPE, SEE PIPE
SCHEDULE IN SPECIFICATIONS
FOR CONNECTING PIPE
M-40-0104
6"
HYDROPHILIC WATERSTOP
CENTERED IN WALL, CONTINUOUS
AROUND PERIMETER OF OPENING
M-40-0110
9" FOR PIPES 24" DIA AND LARGER
6" FOR PIPES 20" DIA AND SMALLER
6"
PIPE
EXISTING CONCRETE WALL
NEW CONCRETE WALL
WALL PIPE WITH INTEGRAL
WATERSTOP (FLxPE)
NON-SHRINK GROUT
HYDROPHILIC WATERSTOP
CENTERED IN WALL, CONTINUOUS
AROUND PERIMETER OF OPENING
DESIGNED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
DATE:
HAZEN NO.:
CONTRACT NO.:
DRAWING
NUMBER:
PROJECT
ENGINEER:
DRAWN BY:
CHECKED BY:
REV ISSUED FOR DATE BY
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
F. HOLMES
0 1/2" 1"
APRIL 2025
44263-006
Au to de sk
D oc s:
//4
-0
_R al ph B re nn an W
TP
Im pr ov em en ts /4
-0
-P
BN
-M .rv t 4/
/2
9:
:2
AM
M-99-01
J. CURTIS
W. MARSHALL
T. MORGAN
MECHANICAL
STANDARD DETAILS - SHEET 1
DETAIL
NTS
1. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION
WITH THE MECHANICAL, CIVIL, ARCHITECTURAL, ELECTRICAL, HVAC,
PLUMBING AND SHOP DRAWINGS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN
IN ALL PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT
THE WORK DEPICTED ON THE DRAWINGS. SHOULD DISCREPANCIES
APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN
WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE
COMMENCING WITH THE WORK.
3. FOR ALL ITEMS EMBEDDED IN OR PASSING THROUGH CONCRETE,
THE CONTRACTOR SHALL INITIALLY REFER TO MECHANICAL, HVAC,
AND PLUMBING DRAWINGS FOR TYPE, SIZE, LOCATION, AND SPECIAL
INSTALLATION REQUIREMENTS FOR THESE ITEMS.
4. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO
PROTECT EXISTING STRUCTURES FROM DAMAGE WHEN WORKING
IN AND AROUND EXISTING STRUCTURES PERFORMING WORK SUCH
AS DEMOLITION, FOUNDATION EXCAVATIONS, AND OTHERS.
5. SIZE AND LOCATION OF EQUIPMENT PADS AND ANCHOR BOLTS
SHALL BE PER EQUIPMENT MANUFACTURER'S REQUIREMENTS.
6. ANY EQUIPMENT THAT MAY INDUCE VIBRATION TO THE STRUCTURE
SHALL BE ADEQUATELY ISOLATED FROM THE STRUCTURE.
7. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE
INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO
ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT
WHERE A DIFFERENT DETAIL IS SHOWN.
8. STANDARD DETAILS APPLY TO ALL SIMILAR SITUATIONS ON THE
PROJECT EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
GENERAL CONDITIONS
BUILDING CODES AND REFERENCES:
1. 2023 FLORIDA BUILDING CODE (FBC), EIGHTH EDITION
2. REINFORCED CONCRETE:
WATER RETAINING ENVIRONMENTAL STRUCTURES: ACI 350-20
"CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING
CONCRETE STRUCTURES"
ALL OTHER STRUCTURES: ACI 318-19 "BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE"
3. MASONRY: TMS 402-13/ACI 530-13/ASCE 5-13 "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES.
4. STRUCTURAL STEEL: AISC MANUAL OF STEEL CONSTRUCTION, 15TH
EDITION
5. ALUMINUM: ADM1-2020, ALUMINUM DESIGN MANUAL
6. LIVE LOADS:
-PROCESS RELATED STRUCTURES:
WALKWAYS, STAIRWAYS AND LANDINGS: 100 PSF
ELEVATED SLABS AT PROCESS AREAS: 200 PSF
SLABS ON GRADE 300 PSF
-BUILDINGS:
ROOF 20 PSF
STORAGE AREAS (HEAVY), ELECTRICAL ROOMS 300 PSF
STORAGE AREAS (LIGHT) 150 PSF
7. WIND DESIGN CRITERIA:
RISK CATEGORY III
ULTIMATE DESIGN WIND SPEED, V/ULT 148 MPH
NOMINAL DESIGN WIND SPEED, V/ASD 115 MPH
EXPOSURE CATEGORY C
ENCLOSURE CLASSIFICATION OPEN STRUCTURE
TORNADO WIND SPPED, VT 50 MPH
EFFECTIVE PLAN AREA, AE 12,450 SF
IS TORNADO WIND DESIGN EXEMPT YES, VT < 60 MPH
8. SNOW LOAD: N/A
9. SEISMIC DESIGN CRITERIA: N/A
DESIGN CRITERIA
FOUNDATION DESIGN:
1. ALLOWABLE BEARING PRESSURE FOR MAT SLAB AND FOOTINGS :
1,500 PSF
FOUNDATIONS
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
ACCORDANCE WITH ACI 318 REQUIREMENTS.
2. ALL CONCRETE SHALL BE AIR-ENTRAINED WITH A MINIMUM OF 4,000
PSI COMPRESSIVE STRENGTH AT 28 DAYS UNLESS OTHERWISE NOTED.
3. WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM
C494.
4. ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE
NOTED IN THE SPECIFICATIONS, SHALL BE TREATED WITH AN
APPROPRIATE CURING COMPOUND AS SOON AS FINISHING IS
COMPLETED OR FORMS ARE REMOVED.
5. ALL EXPOSED CORNERS SHALL HAVE A MINIMUM CHAMFER OF 3/4"
UNLESS OTHERWISE NOTED.
6. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE
LOCATIONS OF CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE
DRAWINGS.
CONCRETE (CAST-IN-PLACE)
1. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60
REQUIREMENTS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM
A1064 REQUIREMENTS. ALL ACCESSORIES SHALL BE IN
CONFORMANCE WITH ACI 315 REQUIREMENTS.
2. REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER
UNLESS OTHERWISE NOTED:
a. CONCRETE CAST AGAINST EARTH 3"
b. FORMED SURFACE IN CONTACT WITH SOIL, SEWAGE, WATER OR EXPOSED TO WEATHER 2"
3. LAP SPLICES SHALL BE AS SHOWN ON THE DRAWINGS. FOR LAP
SPLICES NOT SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL
OBTAIN ENGINEERS APPROVAL.
4. THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND
SCHEDULES IN CONFORMANCE WITH ACI 315 REQUIREMENTS.
REINFORCING STEEL
1. ALUMINUM DESIGN, DETAILING, FABRICATION, AND ERECTION SHALL
CONFORM TO THE LATEST EDITION OF THE ALUMINUM DESIGN MANUAL.
2. ALUMINUM IN CONTACT WITH OR EMBEDDED IN CONCRETE OR
MASONRY SURFACES SHALL BE COATED WITH A HEAVY COATING OF
ALKALI RESISTANT BITUMINOUS PAINT.
3. ALL BOLTS USED IN CONNECTIONS WITH ALUMINUM MEMBERS SHALL
BE STAINLESS STEEL A316, UNLESS NOTED OTHERWISE.
4. ALL WELDING OF ALUMINUM STRUCTURES SHALL CONFORM TO
"STRUCTURAL WELDING CODE - ALUMINUM", AWS D1.2, LATEST EDITION.
ALUMINUM
1. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS
REQUIRED TO DESIGN, FABRICATE, DELIVER TO JOB SITE AND ERECT
THE PRE-ENGINEERED METAL BUILDING AS SHOWN ON THE CONTRACT
DOCUMENTS.
2. SUBMIT TO THE ENGINEER AS PROVIDED COMPLETE PLANS SHOWING
SUPERSTRUCTURE COLUMN LINES SET TO COORDINATE WITH
CONCRETE DIMENSIONS SHOWN. INDICATE ANCHOR BOLT SIZE AND
LOCATIONS AND FOUNDATION REACTIONS IN KIPS AT ALL COLUMNS.
FOUNDATION SIZE AND REINFORCEMENT FOR PRE-ENGINEERED
METAL BUILDING ARE PRELIMINARY AND ARE SUBJECT TO CHANGE
UNTIL FINAL REACTIONS ARE PROVIDED BY BUILDING MANUFACTURER
AND APPROVED BY THE ENGINEER OF RECORD.
3. SUBMIT LETTER AND CALCULATIONS SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA
CERTIFYING THAT THE STRUCTURAL FRAMING AND COVERING
PANELS PROPOSED MEET THE DESIGN CRITERIA.
4. PRIOR TO FOUNDATION CONSTRUCTION, PRE-ENGINEERED METAL
BUILDING SUBMITTAL MUST BE APPROVED. CONSTRUCTION DETAILS
MAY BE VARIED TO SUIT MANUFACTURER'S STANDARD DESIGN.
5. ALL BUILDING COLUMNS SHALL BE DESIGNED AS "PIN" CONNECTED.
COLUMN ENDS SHALL NOT TRANSFER MOMENTS TO FOUNDATION.
ANCHOR BOLTS SHALL BE DESIGNED BY THE BUILDING
MANUFACTURER AND FURNISHED BY THE CONTRACTOR.
6. SEE SPECIFICATION SECTION 13 34 19 "PRE-ENGINEERED METAL
BUILDING" FOR REQUIREMENT IN ADDITION TO THESE NOTES.
7. ALL PRIMARY STEEL SHALL BE HOT-DIPPED GALVANIZED.
PRE-ENGINEERED METAL BUILDINGS
& AND
@ AT
# NUMBER
ADDTL ADDITIONAL
AFF ABOVE FINISHED FLOOR
ALUM ALUMINUM
AEWS AUTOMATIC END WELDED STUD(S)
ALT ALTERNATE
APROX APPROXIMATE(LY)
BLD BUILDING
BM BEAM
BOT BOTTOM
CJ CONTROL JOINT
CL CENTER LINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST JT CONSTRUCTION JOINT
CONT CONTINUOUS
DIA DIAMETER
DIM DIMENSION
DEG DEGREE(S)
DO DITTO
DWG DRAWING
DWL DOWEL(S)
(E) EXISTING
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
EMBED EMBEDMENT
STRUCTURAL ABBREVIATIONS
EQ EQUAL
EW EACH WAY
EXIST EXISTING
EXP EXPANSION
FE FIRE EXTINGUISHER
FF FAR FACE, FINISHED FLOOR
FG FINISHED GRADE
FRP FIBER REINFORCED PLASTIC
FT FOOT
FTG FOOTING
FV FIELD VERIFY
GA GAGE
GALV GALVANIZED
HK HOOK
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL SECTION
HP HIGH POINT
ID INSIDE DIAMETER
JT JOINT
LB(S) POUND(S)
LONG LONGITUDINAL
LP LOW POINT
MANUF MANUFACTURER
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTL METAL
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OH OPPOSITE HAND
OPNG OPENING
PCS PIECES
PEMB PRE-ENGINEERED METAL BUILDING
PERP PERPENDICULAR
PL PLATE
PLF POUND PER LINEAR FOOT
PT PRESSURE TREATED
PROJ PROJECTION
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
R RADIUS
REINF REINFORCING
REQD REQUIRED
RO ROUGH OPENING
SCHED SCHEDULE(D)
SIM SIMILAR
SJ SAWCUT JOINT
SMS SHEET METAL SCREW
SPECS SPECIFICATIONS
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
T/ TOP OF
TB TIE BEAM
T&B TOP AND BOTTOM
THK THICK
THRU THROUGH
TOC TOP OF CONCRETE
TOS TOP OF STEEL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
WT WEIGHT
WWF WELDED WIRE FABRIC
EARTH FILL
LEGEND
CONCRETE
UNDISTURBED EARTH EXISTING CONCRETE
COMPACTED GRANULAR FILL
DEMOLITION
GROUT OR SAND (AS NOTED)
STEEL
GRATING
PRECAST CONCRETE
1320 WILFRED DRIVE
ORLANDO, FL 32803
Ph: 407.219.4454 Wekiva Project No. 23-353
DESIGNED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
DATE:
HAZEN NO.:
CONTRACT NO.:
DRAWING
NUMBER:
PROJECT
ENGINEER:
DRAWN BY:
CHECKED BY:
REV ISSUED FOR DATE BY
HAZEN AND SAWYER
2420 SOUTH LAKEMONT AVE., SUITE 325
ORLANDO, FLORIDA 32814
CITY OF DAYTONA BEACH
DAYTONA, FLORIDA
RALPH BRENNAN
WATER TREATMENT PLANT
LIME SLUDGE HANDLING IMPROVEMENTS
D. BIEBER
0 1/2" 1"
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
APRIL 2025
44263-006
A u to d e s k D o c s /4
-0
R a lp h B re n n a n W
T P
I m p ro v e m e n ts /4
-0
-S D
B -S
.r v t
/9
/2
:1
:4
P M
S-00-01
J. MORRIS
W. MARSHALL
J. SOBCZAK
STRUCTURAL
GENERAL NOTES,
ABB…
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