Y25-724_Drawings.pdf

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REV DATE DESCRIPTION BY

NORTHERN WATER RECLAMATION FACILITY

CLARIFIERS #1-#4, WAS, METER, AND LAB

IMPROVEMENTS

A 09/2022 60% DRAWINGS AJM

100% ISSUED FOR BID

CHA Project No. 071402

PROJECT TEAM

6965 PIAZZA GRANDE AVE., STE. 311

PHONE: (407) 745-5604

C.O.A. No. 8079

FAX: (407) 745-5603

ORLANDO, FLORIDA 32835

COA# 6160

EMI CONSULTING SPECIALTIES, INC.

5742 River Bed Road Groveland, FL 34736

(352) 460-4035

The Villages, FL 32162

Thomas E. Cunningham

1692 Duffy Loop Architect

407.595.1496 TecArch2015@outlook.com

CONSTRUCTION DRAWINGS

FOR THE

NOT FOR CONSTRUCTION

CAP NO. 1435-0023

SEQUENCE NO. 98599

PREPARED FOR:

ORANGE COUNTY UTILITIES

ORANGE COUNTY, FLORIDA

ATTENTION IS DIRECTED TO THE FACT THAT THESE

PLANS MAY HAVE BEEN REDUCED IN SIZE BY

REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA. DIMENSION

INFORMATION SHOULD NOT BE OBTAINED BY

SCALING THE PLANS. DIMENSION INFORMATION

NOT PROVIDED HEREIN CAN BE OBTAINED BY

CONTACTING ORANGE COUNTY UTILITIES

ENGINEERING DIVISION, AT (407)254-9900

ORANGE COUNTY UTILITIES

ENGINEERING DIVISION

9150 CURRY FORD ROAD, 2ND FLOOR

ORLANDO, FL 32825

PHONE: 407-254-9900

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMINGS

COUNTY MAYOR

NICOLE H. WILSON

District 1

MARIBEL GOMEZ CORDERO

District 4

CHRISTINE MOORE

District 2

EMILY BONILLA

District 5

MAYRA URIBE

District 3

MICHAEL SCOTT

District 6

BYRON W. BROOKS, AICP

County Administrator

ED TORRES, MS, PE, LEED AP

Director Orange County Utilities Department

JUNE 2024

B 03/2023 90% DRAWINGS AJM

C 06/2024 100% ISSUED FOR BID AJM

1016 SPRING VILLAS POINT

WINTER SPRINGS, FL 32708

TEL: (407) 679-5358

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

1320 WILFRED DRIVE

ORLANDO, FL 32803

P: 407.219.4454 COA No: 31920

WEKIVA PROJECT #XX-XXX

SHEET NO.:

REVISION:

DRAWING NO.

SCALE:

PROJECT NO.:

DESCRIPTIONDATEREV

BA DC FE HG JI LK M ON QP

LINE IS 1" AT

FULL SIZE

Designed

Checked Reviewed Approved

Drawn

BY

A 09/2022 60% DRAWINGS AJM

B 03/2023 90% DRAWINGS AJM

C 06/2024 100% ISSUED FOR BID AJM

MARK WORSHAM, State of Florida, Professional Engineer, License Number 66379

This item has been digitally signed and sealed by MARK WORSHAM on the date indicated here.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. (407) 679-5358

WINTER SPRINGS, FL 32708

1016 SPRING VILLAS PT.

CERTIFICATE OF AUTH. 28386

CHA CONSULTING, INC.

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In d iv id u a l F ile P a th

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GENERAL

LOCATION MAPS AND DRAWING INDEX

G02 02

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ORANGE COUNTY NORTHERN WATER RECLAMATION FACILITY

CLARIFIERS #1-#4, WAS, METER, AND LAB IMPROVEMENTS 071402

MKW

AJM

JLH

MAB

MKW

DRAWING INDEX

GULF OF MEXICO

ATLANTIC OCEAN

ORANGE

COUNTY

STATE OF FLORIDA

SCALE: N.T.S.

ORANGE COUNTY, FLORIDA

SCALE: N.T.S.

LA

K

E C

O U

N

TY

LAKE COUNTY

LAKE

APOPKA

ORLANDO

INTERNATIONAL

AIRPORT

APOPKA

MAITLAND

WINTER PARK

WINTER

GARDEN

HIAWASSEE

PINE HILLS

ORLANDO

MEADOW

WOODS

HUNTERS

CREEK

LAKE

NONA

OCOEE

BAY LAKE

DOCTOR

PHILLIPS

WINDERMERE

GOTHA

ZELLWOOD

WEKIWA

SPRINGS

STATE PARK

HAL SCOTT

REGIONAL

PRESERVE

AND PARK

SEMINOLE

RANCH WMA

TOSOHATCHEE

WILDLIFE

MANAGEMENT

AREA

CHRISTMAS

SEMINOLE COUNTY

OSCEOLA COUNTY

BR

EVAR

D C

O U

N

TY

ST

JO

HNS

R

IVER

FLORIDA

TURNPIKE

PROJECT LOCATION

SHEETDRAWING DESCRIPTION

GENERAL

01 G01 COVER

02 G02 LOCATION MAPS AND DRAWING INDEX

03 G03 ABBREVIATIONS

04 G04 SYMBOLS AND LEGENDS

05 G05 GENERAL CONSTRUCTION NOTES

CIVIL

06 C01 SITE PLAN / DEMOLITION PLAN

07 C02 YARD PIPING PLAN

ARCHITECTURAL

08 A01 KEY PLAN, DEMOLITION PLAN, AND NOTES

09 A02 FLOOR PLAN, CEILING PLAN, AND INTERIOR ELEVATIONS

10 A03 SCHEDULES, AND DETAILS

STRUCTURAL

11 S01 GENERAL STRUCTURAL NOTES

12 S02 SLAB PLANS AND DETAILS

13 S03 TYPICAL STRUCTURAL DETAILS

PROCESS MECHANICAL

14 PM01 MECHANICAL PLAN

15 PM02 CLARIFIERS #1 AND #2 TOP PLAN

16 PM03 CLARIFIERS #3 AND #4 TOP PLAN

17 PM04 CLARIFIERS #1-#4 PLAN AND ELEVATION DETAILS

18 PM05 CLARIFIERS #1 AND #2 WAS FLOW METER PLAN AND ELEVATION

19 PM06 WEIR WASH SYSTEM PUMP STATION PLAN AND SECTION

20 PM07 PLUG VALVE REPLACEMENT AND DETAILS

HVAC

21 H01 SYMBOLS

22 H02 LABORATORY PLAN

23 H03 SCHEDULES & DETAILS

PLUMBING

24 P01 SYMBOLS

25 P02 LABORATORY PLAN

ELECTRICAL

26 E01 ELECTRICAL NOTES, SYBMOLS AND ABBREVIATIONS

27 E02 OVERALL SITE PLAN

28 E03 80-MCC-1 SINGLE LINE DIAGRAM

29 E04 80-MCC-2 SINGLE LINE DIAGRAM

30 E05 MCC-G1 SINGLE LINE DIAGRAM

31 E06 MCC-G2 SINGLE LINE DIAGRAM

32 E07 80-MCC-1, 80-MCC-2, MCC-G1, MCC-G2, FRONT VIEWS

33 E08 ELEMENTARY AND RISER DIAGRAMS

34 E09 EXISTING AIR COMPRESSOR BUILDING ELECTRICAL PLAN

35 E10 OLD GENERATION BUILDING PWER PLAN (MODIFICATIONS)

36 E11 ELECTRICAL LAB PLANS

37 E12 CLARIFIERS #1 AND #2 ELCTRICAL POWER PLAN

38 E13 CLARIFIERS #3 AND #4 ELCTRICAL POWER PLAN

39 E14 CLARIFIERS #1 AND #2 WAS FLOW METER PLAN

40 E15 WEIR WASH SYSTEM PUMP STATION ELECTRICAL POWER PLAN

41 E16 WEIR WASH SYSTEM PUMP STATION ELECTRICAL POWER PLAN

42 E17 LIGHTING FIXTURE SCHEDULE AND DETAILS

43 E18 ELECTRICAL DETAILS 2

44 E19 ELECTRICAL DETAILS 3

INSTRUMENTATION & CONTROLS

45 I01 INSTRUMENTATION SYMBOLS, LEGEND AND ABBREVIATIONS

46 I02 NWRF CLARIFIERS NO. 1 & 2

47 I03 NWRF CLARIFIERS NO. 3 & 4

48 I04 WEIR WASHER SYSTEM AND BNR FLOW CONTROL

49 I05 PLC-03 AND PLC-04 NETWORK BLOCK DIAGRAM

50 I06 INSTRUMENTATION DETAILS 1

51 I07 INSTRUMENTATION DETAILS 2

NORTHERN WATER RELAMATION FACILITY

SCALE: N.T.S.

SITE LOCATION

701 WEST MCCORMICK ROAD

APOPKA, FL 32703

DRAWING NO.

SCALE:

PROJECT NO.:

DESCRIPTIONDATEREV

BA DC FE HG JI LK M ON QP

LINE IS 1" AT

FULL SIZE

Designed

Checked Reviewed Approved

Drawn

BY

A 09/2022 60% DRAWINGS AJM

B 03/2023 90% DRAWINGS AJM

C 06/2024 100% ISSUED FOR BID AJM

MARK WORSHAM, State of Florida, Professional Engineer, License Number 66379

This item has been digitally signed and sealed by MARK WORSHAM on the date indicated here.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. (407) 679-5358

WINTER SPRINGS, FL 32708

1016 SPRING VILLAS PT.

CERTIFICATE OF AUTH. 28386

CHA CONSULTING, INC.

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GENERAL

ABBREVIATIONS

G03 03

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ORANGE COUNTY NORTHERN WATER RECLAMATION FACILITY

CLARIFIERS #1-#4, WAS, METER, AND LAB IMPROVEMENTS 071402

DBL DOUBLE

DEG DEGREE

DEPT DEPARTMENT

DET DETAIL

DF DIESEL FUEL

DI DROP INLET, DUCTILE IRON

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISCH DISCHARGE

DISP DISPENSER

DIST DISTRIBUTION

DIV DIVISION

DJ DISMANTLING JOINT

DM DAMPER MOTOR

DMH DROP MANHOLE

DMJ DOUBLE MECHANICAL JOINT

DN DOWN

DO DOOR OPENING, DISSOLVED OXYGEN

DRN DRAIN

DS DOWNSPOUT

DV DRAIN VALVE, DIAPHRAGM VALVE

DW DISINFECTED WATER

DWG(S) DRAWING(S)

DWL(S) DOWEL(S)

DWV DRAIN, WASTE, AND VENT

E EAST(ING), ELECTRICAL

EA EACH

EC END CURVE

ECC ECCENTRIC

EEW EMERGENCY EYEWASH

EF EACH FACE

EFF EFFLUENT

EGO ELEVATED GEAR OPERATOR

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC, (AL)

ELEV ELEVATOR

ELL ELBOW - PLUMBING SMALLER THAN 4"

EMER EMERGENCY

ENC ENCASEMENT

ENCL ENCLOSURE

ENT ENTRANCE

EOL END OF LINE

EOP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EVA ELECTRIC VALVE ACTUATOR

EW EACH WAY

EWEF EACH WAY EACH FACE

EXCH EXCHANGER

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTENSION, EXTERIOR, EXTERNAL

F/F FACE TO FACE

FAB FABRICATED

FC FLEXIBLE CONNECTION, FLOW CONTROL

FCA FLANGED COUPLING ADAPTER

FCV FLOW-CONTROL VALVE

FD FLOOR DRAIN, FOUNDATION DRAIN

FDN FOUNDATION

FE FILTER EFFLUENT

FF FINISH FLOOR

FG FIBERGLASS

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH

FL FLOOR, FLOW LINE

FLEX FLEXIBLE

FLG FLANGE

FM FORCE MAIN, FLOW METER

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED PLASTIC

FS FAR SIDE, FLOOR SLEEVE, FLOAT SWITCH

FT FOOT

FURN FURNISH, FURNISHED

FV FLAP VALVE

FW FINISHED WATER

FWD FORWARD

G GAS

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC/MS GAS CHROMATOGRAPH/MASS SPECTROMETER

GEN GENERAL, GENERATOR

GIP GALVANIZED IRON PIPE

GJ GROOVE JOINT

GM GAS METER

GND GROUND

GO GEAR OPERATED

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GALLONS PER SECOND

GR GRADE

GS GALVANIZED STEEL

GSP GALVANIZED STEEL PIPE

GSR GROUND STORAGE RESERVOIR

GST GROUND STORAGE TANK

GV GATE VALVE

A ACID, AIR

AB ANCHOR BOLT

ABAN ABANDON(ED)

ABS ACRYLONITRILE BUTADIENE STYRENE

A/C AIR CONDITIONER, (ING)

ACCMP ASPHALT-COATED CORRUGATED METAL PIPE

ACP ASBESTOS CEMENT PIPE

ADD ADDITIONAL

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE, (IVE)

ALUM ALUMINUM

AOD ANGLE OF DEFLECTION

AP ACCESS PANEL

APPR APPROACH

APPROX APPROXIMATE, (LY)

ARCH ARCHITECTURAL

ARV AIR RELEASE VALVE

ARVV AIR RELEASE AND VACUUM VALVE

ASSY ASSEMBLY

AUTO AUTOMATIC

AUX AUXILIARY

AVS AUTOMATIC VALVE STATION

AWG AMERICAN WIRE GAGE

BC BEGIN CURVE

BCV BALL CHECK VALVE

BF BLIND FLANGE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BGO BURIED GEAR OPERATOR

BI BLACK IRON

BIP BLACK IRON PIPE

BITUM BITUMINOUS

BKR BREAKER

BLDG BUILDING

BLK BLOCK

BM BENCHMARK

BOC BACK OF CURB

BOF BOTTOM OF FOOTING

BOS BOTTOM OF SLAB, BOTTOM OF SLOPE

BOT BOTTOM

BRG BEARING

B&S BELL AND SPIGOT

BSMT BASEMENT

BSP BLACK STEEL PIPE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT-HOUR

BU BELL-UP

BV BALL VALVE

BVC BEGIN VERTICAL CURVE

BWW BACKWASH WATER

C/C CENTER TO CENTER

CATV CABLE TELEVISION

CAV COMBINATION AIR VALVE

CB CATCH BASIN

CCC CHLORINE CONTACT CHAMBER

CF CUBIC FOOT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

C&G CURB AND GUTTER

CHKD CHECKERED

CI CAST IRON, CUBIC INCH

CIMH CAST IRON MANHOLE

CIMHS CAST IRON MANHOLE STEPS

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CJT CONTROL JOINT

CL CENTERLINE

CLF CHAIN LINK FENCE

CLR CLEAR, (ANCE)

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT, COMPANY

COD CHEMICAL OXYGEN DEMAND

COMB COMBINATION

COMB SWR COMBINED SEWER

COMP COMPRESSOR, (ED)

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCT, CONSTRUCTION

CONT CONTINUOUS(LY), CONTINUATION

COP COPPER PIPE

COR CORNER

CORR CORRIDOR, CORRUGATED

CP CONCRETE PIPE

CPLG COUPLING

CPP CONCRETE PRESSURE PIPE

CPVC CHLORINATED POLYVINYL CHLORIDE

CS CHLORINE SOLUTION

CTR(S) CENTER(S)

CTRL CONTROL

CV CHECK VALVE

CW COLD WATER

CY CUBIC YARD

H HIGH, HOUR, HYDROGEN

HB HOSE BIBB

HDD HORIZONTAL DIRECTIONAL DRILL

HDPE HIGH-DENSITY POLYETHYLENE

HE HEAT EXCHANGER

HEX HEXAGONAL

HF HOSE FAUCET

HFA HYDROFLUOSILICIC ACID

HFCA HARNESSED FLANGED COUPLING ADAPTER

HH HANDHOLE

HLS HIGH LEVEL SWITCH

HMC HARNESSED MECHANICAL COUPLING

HMJ HARNESSED MECHANICAL JOINT

HORIZ HORIZONTAL

HP HIGH POINT, HORSEPOWER

HPA HIGH PRESSURE AIR

HR HOUR, HANDRAIL

HS HIGH STRENGTH

HSP HIGH SERVICE PUMP

HT HEIGHT

HV HOSE VALVE

HVA HYDRAULIC VALVE ACTUATOR

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HW HOT WATER

HWL HIGH WATER LEVEL

HWY HIGHWAY

HYD HYDRAULIC

HYDRO HYDROPNEUMATIC

I INDICATOR

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH(ES)

INC INCORPORATED

INCL INCLUDING

INCR INCREASE

INF INFLUENT

INST INSTRUMENT, (ATION)

INSUL INSULATE, (ED), (ING)

INT INTERIOR, INTERNAL

INV INVERT

IP IRON PIPE

IPS INTERNATIONAL PIPE STANDARD

IR INTERNAL RECYCLE

IW IRRIGATION WATER

JB JUNCTION BOX

JF JOINT FILLER

JT JOINT

KGV KNIFE GATE VALVE

KO KNOCK OUT

L LEVEL, LOUVER

LAB LABORATORY

LAM LAMINATE(D)

LAT LATERAL

LAV LAVATORY

LB(S) POUNDS

LF LINEAR FEET

LG LENGTH, LONG

LH LEFT HAND

LHDPE LINEAR HGH-DENSITY POLYETHYLENE

LIN LINEAL, LINEAR

LO LOUVER OPENING

LR LONG RADIUS

LS LIFT STATION

LT LEFT

LWL LOW WATER LEVEL

MACH MACHINE

MAINT MAINTENANCE

MAN MANUAL

MAX MAXIMUM

MC MECHANICAL COUPLING

MCC MOTOR CONTROL CENTER

MECH MECHANICAL

MED MEDIUM

MET METAL

MES MITERED END SECTION

MF MICROFILTRATION

MFM MAGNETIC FLOWMETER

MFR(S) MANUFACTURER(S)

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MI MILE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MJRG MECHANICAL JOINT RETAINER GLAND

MJTR MECHANICAL JOINT WITH TIE ROD

ML MIXED LIQUOR

MO MASONRY OPENING, MOTOR OPERATED

MP METERING PUMP

MPH MILES PER HOUR

MRPP METAL REINFORCED PLASTIC PIPE

MSL MEAN SEA LEVEL

MTD MOUNTED

MTL MATERIAL

MTR MOTOR

MV MOTORIZED VALVE

MW MANWAY

MWL MEAN WATER LEVEL

N NORTH(ING)

N/A NOT APPLICABLE

NaOCl SODIUM HYPOCHLORITE

NBC NAIL IN BOTTLE CAP

N.C. NORMALLY CLOSED

NE NORTHEAST

NF NANOFILTRATION

N.I.C. NOT IN CONTRACT

N.0. NORMALLY OPEN

N0.(S) NUMBER(S)

NOM NOMINAL

NORM NORMAL

NPT NATIONAL PIPE TAPER

NPW NONPOTABLE WATER

NS NEAR SIDE

N.T.S. NOT TO SCALE

NW NORTHWEST

OC ON CENTER, ODOR CONTROL

OD OUTSIDE DIAMETER

OF OUTSIDE FACE, OVERFLOW

OH OVERHEAD

O&M OPERATION AND MAINTENANCE

OP ORIFICE PLATE

OPER OPERATING

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

OZ OUNCE

PBV PLASTIC BALL VALVE

PC POINT OF CURVE

PCC POINT OF COMPOUND CURVATURE

PCCP PRESTRESSED CONCRETE CYLINDER PIPE

PE PLAIN END

PEP POLYETHYLENE PIPE

PERM PERMEATE

PG PRESSURE GAUGE

PH PIPE HANGER, POST HYDRANT

PI POINT OF INTERSECTION

PIVC POINT OF INTERSECTION ON VERTICAL CURVE

PJ PUSH-ON JOINT

P/L PROPERTY LINE

PL PLATE

PM PROCESS MECHANICAL

PNL(S) PANEL(S)

PNV PINCH VALVE

POB POINT OF BEGINNING

POI POINT OF INTERSECTION

POLY POLYMER

PPD POUNDS PER DAY

PPM PARTS PER MILLION

PROP PROPOSED

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PRW PROCESS WATER

PS PIPE SUPPORT, PUMP STATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT, POINT OF TANGENCY

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVC-D POLYVINYL CHLORIDE (DOUBLE CONTAINED)

PVCP POLYVINYL CHLORIDE PIPE

PVDF POLYVINYLIDENE FLUORIDE (KYNAR)

PVMT PAVEMENT

PW POTABLE WATER

QTY QUANTITY

R RADIUS, RISER

RAS RETURN ACTIVATED SLUDGE

RAW RAW WATER

RCB REINFORCED CONCRETE BOX

RCCP REINFORCED CONCRETE CYLINDER PIPE

RCHEP REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE

RCP REINFORCED CONCRETE PIPE

RCW RECLAIM WATER

RD ROOF DRAIN, ROAD

RECIRC RECIRCULATING

RECP RECEPTACLE

RED REDUCER, REDUCING

REEW REUSE EFFLUENT WATER

REG REGULATOR, REGULATING

REF REFERENCE

REINF REINFORCING

REJ REJECT

REM REMOVABLE

REQD REQUIRED

RET RETURN

REV REVISION, REVISED, REVERSED

REW RETURN EFFLUENT WATER

RG RETAINER GLAND

RJ RESTRAINED JOINT (BELL)

RMJ RESTRAINED MECHANICAL JOINT

RNG RANGE

RO REVERSE OSMOSIS

ROC RADIUS OF CURVATURE

RPM REVOLUTIONS PER MINUTE

RPZBP REDUCED PRESSURE ZONE BACKFLOW PREVENTER

RR RAILROAD

RS RAW SLUDGE, RAW SEWAGE

RT RIGHT

R/W RIGHT OF WAY

RWW RAW WASTEWATER

S SOUTH

SA SAMPLE LINE

SAN SANITARY

SCH SCHEDULE

SCV SILENT CHECK VALVE

SD STORM DRAIN

SE SOUTHEAST

SEC SECOND

SECT SECTION

SEFF SECONDARY EFFLUENT

SF SQUARE FOOT

SG SLUICE GATE

SHT SHEET

SIM SIMILAR

SL SLUDGE

SM SHEET METAL

SP SUMP PUMP

SPA SPACING, SPACES

SPEC(S) SPECIFICATION(S)

SPLY SUPPLY

SQ SQUARE

SS SANITARY SEWER

SSE SUBSTANDARD EFFLUENT

SST STAINLESS STEEL

ST SELF TAPPING

STA STATION

STD STANDARD

STL STEEL

STM STORMWATER

STOR STORAGE

STR STRAIGHT

STRUC STRUCTURAL

SV SHUTOFF VALVE, SOLENOID VALVE

SVC SERVICE

SVW SERVICE WATER

SW SOUTHWEST

SWD SIDE WATER DEPTH

SWR SEWER

SWS SEAL WATER SOLENOID

SY SQUARE YARD

SYM SYMBOL

SYMM SYMMETRICAL

SYS SYSTEM

T TELEPHONE, TOP

TAN TANGENT

T&B TOP AND BOTTOM

TB TERMINAL BOX

TBE THREAD BOTH ENDS

TBM TEMPORARY BENCHMARK

TC TOP OF CURB

TDH TOTAL DYNAMIC HEAD

TEL TELESCOPING

TEMP TEMPERATURE, TEMPORARY

TERM TERMINAL

TH TEST HOLE

THK THICK, THICKNESS

THRD THREADED

TJ TIED JOINT

TOB TOP OF BANK

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF SLAB

TRANS TRANSFORMER, TRANSMITTER, TRANSFER

TS THICKENED SLUDGE

TV TELEVISION

TWP TOWNSHIP

TYP TYPICAL

UD UNDERDRAIN

UDM ULTRASONIC DENSITY METER

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UNO UNLESS NOTED OTHERWISE

USGS UNITED STATES GEOLOGICAL SURVEY

UTC UNDERGROUND TELEPHONE CABLE

UTIL UTILITY

UV ULTRAVIOLET

V VALVE, VENT

VAC VACUUM

VB VALVE BOX

VC VERTICAL CURVE, VICTAULIC COUPLING

VCD VERTICAL CONTROL DAMPER

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VF VACUUM FILTER

VFD VARIABLE FREQUENCY DRIVE

VIB VIBRATION

VS VARIABLE SPEED

VTR VENT THROUGH ROOF

VV VENT VALVE

VVB VACUUM BREAKER

NOTE: THIS LEGEND IS FOR GENERAL REFERENCE. NOT ALL ABBREVIATIONS MAY BE USED IN THIS DESIGN, NOR IS THIS LEGEND COMPREHENSIVE. REFER TO INDIVIDUAL DRAWING LEGEND(S), IF ABBREVIATIONS ARE NOT LISTED. INDIVIDUAL DISCIPLINE STANDARD LEGENDS SUPERCEDE THIS GENERAL LEGEND, IF PROVIDED.

W WEST, WIDE, WATER

W/ WITH

WAS WASTE ACTIVATED SLUDGE

WD WOOD, WIDTH

WF WALL FITTING, WIDE FLANGE

WH WALL HYDRANT, WATER HEATER

WL WATER LEVEL

WM WATER METER, WATER MAIN

WO WINDOW OPENING

W/O WITHOUT

WP WATERPROOF, WORKING POINT

WR WASTE RECEPTACLE

WS WATERSTOP

WSP WELDED STEEL PIPE

WT WEIGHT

WTF WATER TREATMENT FACILITY

WTP WATER TREATMENT PLANT

WW WET WELL, WASH WATER

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWTF WASTEWATER TREATMENT FACILITY

WWTP WASTEWATER TREATMENT PLANT

x BY,TIMES

XLHDPE CROSS LINKED HIGH-DENSITY POLYETHYLENE

YD YARD

YH YARD HYDRANT

YR YEAR

& AND

@ AT

DEFLECTION ANGLE

> GREATER THAN

< LESS THAN

# NUMBER

% PERCENT

MKW

AJM

JLH

MAB

MKW

DRAWING NO.

SCALE:

PROJECT NO.:

DESCRIPTIONDATEREV

BA DC FE HG JI LK M ON QP

LINE IS 1" AT

FULL SIZE

Designed

Checked Reviewed Approved

Drawn

BY

A 09/2022 60% DRAWINGS AJM

B 03/2023 90% DRAWINGS AJM

C 06/2024 100% ISSUED FOR BID AJM

MARK WORSHAM, State of Florida, Professional Engineer, License Number 66379

This item has been digitally signed and sealed by MARK WORSHAM on the date indicated here.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. (407) 679-5358

WINTER SPRINGS, FL 32708

1016 SPRING VILLAS PT.

CERTIFICATE OF AUTH. 28386

CHA CONSULTING, INC.

P a re n t S h e e t

S e t:

R e v/

P lo t b y:

In d iv id u a l F ile P a th

R e v o n

GENERAL

SYMBOLS AND LEGENDS

G04 04

CNOTED

_O

C _N

W R

F L ab M

IL

LE

R , J

A Y

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A

M V

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W S

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ORANGE COUNTY NORTHERN WATER RECLAMATION FACILITY

CLARIFIERS #1-#4, WAS, METER, AND LAB IMPROVEMENTS 071402

CB

PIPE DIA <24"

PIPE DIA >24"

Y

T

S

10"

4"

CATCH BASIN

MANHOLE

DRAINAGE COURSE OR FLOW LINE

EXISTING GROUND CONTOUR

FINISH GRADE CONTOUR

BANK OR SLOPE LINES

TEST OR BORE HOLE AND NUMBER

SURVEY LINE WITH PI, PT, OR POT

EXISTING

GENERAL LAYOUT YARD PIPING

NON-CONNECTING PIPING

CONSTRUCTION EASEMENT

EASEMENT

RIGHT-OF-WAY LINE

PERMANENT EASEMENT

TEMPORARY EASEMENT

UTILITY EASEMENT

SURVEY/SECTION LINE

WATER LINE (ABOVE GRADE)

ELECTRICAL LINE (UNDERGROUND)

OVERHEAD POWER

TELEPHONE/POWER POLE W/ GUY ANCHOR

FIRE HYDRANT

YARD HYDRANT

STREET LIGHT POLE

TRAFFIC SIGNAL

TRAFFIC SIGN

STOPSIGN

HEDGE, BRUSH, SHRUBS, WOODS

DECIDUOUS TREE AND TRUNK DIAMETER

CONIFEROUS TREE AND TRUNK DIAMETER

SWAMP

INSULATION (RIGID)

INSULATION (BATT)

ALUMINUM

BAR GRATING

(LINES IN DIRECTION OF SPAN)

STEEL

CHECKERED PLATE

RIPRAP

WOOD, STUDS, BEAMS, JOISTS, ETC

WOOD, SHEATHING,

PANELING, DECKING, ETC

CUT STONE OR SAND FILL, GROUT,

MORTAR, AND PLASTER

CONCRETE MASONRY UNITS (CMU)

BRICK, COMMON

BRICK, FACE

CONCRETE

ROCK

GRANULAR FILL

(CRUSHED ROCK OR GRAVEL)

EARTH OR GRADE

FUTURE

PROPOSED

UNDERGROUND

PROPOSED

ALUMINUM SULFATE - (ALUM)

ARGON

BLENDED WATER

CARBON SLURRY

ACETYLENE

CHLORINE GAS

CHLORINE LIQUID

CHLORINE SOLUTION

DISTILLED WATER

FERRIC CHLORIDE

FERRIC SULFATE

FIRE PROTECTION WATER SYSTEM

FLUORIDE

FUEL OIL RETURN

FUEL OIL SUPPLY

FUEL OIL VENT

HYDROGEN

HELIUM

HYDROGEN PEROXIDE

PHOSPHORIC ACID

HEATING SYSTEM WATER RETURN

HEATING SYSTEM WATER SUPPLY

HOT WATER (POTABLE)

HOT WATER CIRCULATING

INSTRUMENT AIR

POTASSIUM PERMANGANATE

LIME

LP GAS (PROPANE)

NITROGEN

SODIUM HYDROXIDE

SODIUM HYPOCHLORITE

AMMONIA GAS NITROUS OXIDE

OXYGEN

OZONE

OVERFLOW

POLYMER SOLUTION

CIVIL LEGEND

MATERIALS LEGEND

NOTE: THIS LEGEND IS FOR GENERAL REFERENCE. NOT ALL SYMBOLS, PROCESSES, MATERIALS, OR FITTINGS MAY BE USED IN THIS DESIGN, NOR IS THIS LEGEND COMPREHENSIVE.

REFER TO INDIVIDUAL DRAWING LEGEND(S), IF SYMBOLS ARE NOT LISTED. INDIVIDUAL DISCIPLINE STANDARD LEGENDS SUPERCEDE THIS GENERAL LEGEND, IF PROVIDED.

0'-2"

CALLOUT

PIPE DIA <24"

PIPE DIA >24"

NEW

CE

PE

TE

UE

E

G GAS LINE

OHP

TELEPHONE LINES (OVERHEAD)T

PROPERTY LINEP/L

R/W

TELEPHONE LINES (UNDERGROUND)T

WATER LINE (BELOW GRADE)

W

W

EXISTING

CHAIN LINK

WOOD

SILT

CENTERLINE

EXISTING PIPING

PROPOSED PIPING

PROPOSED PIPING (UNDERGROUND)

FUTURE PIPING

AIR (COMPRESSED)

STRUCTURES

FENCING

CHEMICAL RESISTANT ACID WASTE

CHEMICAL RESISTANT ACID WASTE VENT

COLD WATER

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

CARBON DIOXIDE GAS

CARBON DIOXIDE SOLUTION

CHILLED WATER RETURN

CHILLED WATER SUPPLY

AMMONIA SOLUTION NON-POTABLE WATER

NON-POTABLE HOT WATER

GAS (NATURAL)

SUMP PUMP DISCHARGE

POTABLE WATER

GENERAL DRAFTING LEGEND PIPING SYSTEMS LEGEND

A

ALUM

AR

CRW

CRV

CW

ACET

C

Cl (G)

Cl (L)

Cl (S)

BW

CDWR

CDWS

CO2 (G)

CO2 (S)

CWR

CWS

AMM (G)

AMM (S)

FL

FOS

H

NaOCl

NaOH

NO

FOR

HP

IA

He

HW

LIME

N

NPW

NPHW

FOV

G

DW

FeCl

F

FeS

HWC

HWR

HWS

PD

PG

PERM

POLY

OF

OZ

OX

PA

PW

SCALE:

DETAIL TITLE

SCALE

X

ENLARGED PLAN

OR DETAIL

SEE DRAWING

0 #'#'

SCALE:

X

SECTION TITLE

SCALE

GRAPHIC SCALES

NORTH ARROW

SECTION CUT

DETAIL CALLOUT

DETAIL NUMBER

DRAWING NUMBER

SECTION LETTER

DRAWING NUMBER

DETAIL NUMBER

DRAWING NUMBER

SECTION LETTER

DRAWING NUMBER

CALLOUT

EQUIPMENT OR STRUCTURE

REPRESENTATION W/ CALLOUT

EXISTING EQUIPMENT, FACILITY,

PROCESS OR STRUCTURE

TO BE DEMOLISHED

GENERAL LABEL

PLAN DIMENSION

WL EL 0.00 WATER LEVEL LABEL

#'#' 0 #"

REFRIGERANT

SODIUM HEXAMETAPHOSPHATE

(PHOSPHATE)

STORM DRAIN

SODA ASH

SANITARY SEWER

SLUDGE GAS

VENT

SILICA

VACUUM

WATER

RF

SA

SG

VAC

SAN

SI

W

SP

ST

V

RAW WATERRAW

TH-# B#

ASPHALT

CO

SIZE

Q

S

S

AT

DT

S S

F

S

T

P

M

FM

BLIND FLANGE

CAP OR PLUG

CLEANOUT

CROSS

DIAPHRAGM SEAL

BEND

BEND DOWN

BEND UP

HOSE CONNECTION

QUICK COUPLING

REDUCER

RUPTURE DISK

WYE

WYE STRAINER

WYE STRAINER

W/ BLOWOFF

DRAIN OR BELL-UP

CALIBRATING

COLUMN

UNION

WALL SLEEVE

AUTOMATIC DRAIN TRAP

DRIP TRAP

DUPLEX

STRAINEREXPANSION COMPENSATOR

INLINE

FILTER

FLEXIBLE HOSE OR TUBING

FLEXIBLE CONNECTOR

HOSE REEL

INJECTOR, EDUCTOR,

BLENDER

PIPE GUIDE

ORIFICE PLATE

SEDIMENT TRAP

STRAINER

SUCTION

DIFFUSER

PIPE

DIFFUSER

SURGE CHAMBER

VENT

SCREENED

VENT

PRESSURE GAUGE

W/SNUBBER

SIGHT FLOW INDICATOR TEMPERATURE

INDICATOR

THERMOMETER

ELECTROMAGNETIC/

ULTRASONIC FLOWMETER

PITOT

TUBE

ROTAMETER

TURBINE OR

PROPELLOR

FLOWMETER

SET STOP

METER

VENTURI

FLOW METER VERTICAL MIXER

SIGHT GLASS

CENTRIFUGE

CHANNEL DIFFUSER

PUMP

SLUICE GATE

SLIDE GATE

STOP PLATE

BAR SCREEN

EXPANSION TANK

PIPING ACCESSORIES LEGEND

TEE

TEE LINE DOWN

TEE LINE UP

TRAP

S

MISCELLANEOUS

EQUIPMENT LEGEND

FM

STATIC MIXER

EXPANSION JOINT

E

P O

M

A

VPINCH VALVE

PLUG VALVE, ECCENTRIC

PLUG VALVE, NON-ECCENTRIC

BUTTERFLY VALVE

GATE VALVE

BALL VALVE

GLOBE VALVE

CHECK VALVE

3 WAY VALVE

4 WAY VALVE

ANGLE VALVE

CHLORINE INSTITUTE VALVE

DIAPHRAGM VALVE

THROTTLING VALVE

FLAME ARRESTER VALVE

BACKWATER VALVE

INLINE PRESSURE RELIEF VALVE

PRESSURE REGULATING VALVE

PRESSURE SUSTAINING OR

MAINTAINING VALVE

VACUUM BREAKER

THERMAL SHUTOFF VALVE

EXPLOSION RELIEF VALVE

HOSE FAUCET

HOSE FAUCET W/VACUUM BREAKER

HOSE VALVE W/HOSE NIPPLE

BACKFLOW PREVENTER

SAFETY RELIEF VALVE

VACUUM RELIEF CHECK VALVE

PRESSURE VACUUM

RELIEF VALVE

ELECTRIC

FLOAT

DIAPHRAGM

AIR/OIL TANDEM

MOTOR

AIR

ACTUATOR LEGENDVALVE LEGEND

S SOLENOID

H HAND

CHECK VALVE

KNIFE GATE VALVE

AIR RELEASE VALVE

MKW

AJM

JLH

DRAWING NO.

SCALE:

PROJECT NO.:

DESCRIPTIONDATEREV

BA DC FE HG JI LK M ON QP

LINE IS 1" AT

FULL SIZE

Designed

Checked Reviewed Approved

Drawn

BY

A 09/2022 60% DRAWINGS AJM

B 03/2023 90% DRAWINGS AJM

C 06/2024 100% ISSUED FOR BID AJM

MARK WORSHAM, State of Florida, Professional Engineer, License Number 66379

This item has been digitally signed and sealed by MARK WORSHAM on the date indicated here.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. (407) 679-5358

WINTER SPRINGS, FL 32708

1016 SPRING VILLAS PT.

CERTIFICATE OF AUTH. 28386

CHA CONSULTING, INC.

P a re n t S h e e t

S e t:

R e v/

P lo t b y:

In d iv id u a l F ile P a th

R e v o n

GENERAL

GENERAL CONSTRUCTION NOTES

G05 05

CNOTED

_O

C _N

W R

F L ab M

IL

LE

R , J

A Y

/5 /2

:4

A

M V

P ro je ct s\

W S

F L

\P ro j1

\0

.0

\0

D e si g n \D ra w in g s\

S h e e ts \G

.d w g

ORANGE COUNTY NORTHERN WATER RECLAMATION FACILITY

CLARIFIERS #1-#4, WAS, METER, AND LAB IMPROVEMENTS 071402

GENERAL CONSTRUCTION NOTES

ALL WORK AND REQUIREMENTS FROM THE NOTES IN THIS PAGE SHALL BE A REQUIREMENT OF THE CONTRACT

AND EXECUTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO ORANGE COUNTY.

1. THE NORTHEAST WRF IS LOCATED AT 701 WEST MCCORMICK ROAD, APOPKA, FLORIDA.

2. ALL UTILITIES FACILITIES CONSTRUCTION CONNECTING TO THE ORANGE COUNTY UTILITIES SYSTEM SHALL CONFORM TO THE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, AND BE ONE OF THE APPROVED PRODUCTS LISTED IN APPENDIX 'A' OF THE MANUAL.

3. COORDINATION AND COMMUNICATIONS WITH ORANGE COUNTY SHALL BE MADE THROUGH THE ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION R.P.R. CONTACT AND THE OCU DISPATCH DURING EMERGENCIES, AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ORANGE COUNTY UTILITIES DISPATCH (EMERGENCY

ONLY) IN THE EVENT OF UTILITY MAIN BREAK OR DAMAGE AT (407) 836-2777.

4. THE ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY, OR PRIOR TO ANY ACTIVITY REQUIRING THE PRESENCE OF OR AN ACTION BY UTILITIES STAFF SUCH AS SCHEDULING VALVE OPERATION, PRESSURE TESTING, PIPE CONNECTION, PUMP STATION OPERATIONS OR SHUTDOWNS, ETC. CONTRACTOR SHALL SUBMIT REQUEST ON

A C.A.R. FORM.

5. ORANGE COUNTY UTILITIES DEPARTMENT TELEPHONE NUMBERS:

ORANGE COUNTY UTILITIES DISPATCH 407-836-2777

ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION 407-254-9798

ORANGE COUNTY UTILITIES WATER RECLAMATION DIVISION 407-254-9680

ORANGE COUNTY UTILITIES WATER DIVISION 407-254-9850

ORANGE COUNTY UTILITIES ENGINEERING DIVISION 407-254-9900

6. WATER, WASTEWATER AND RECLAIMED WATER VALVES, PUMP STATIONS OR OTHER UTILITY INFRASTRUCTURE ARE TO BE OPERATED ONLY BY ORANGE COUNTY UTILITIES PERSONNEL. ALL NEW VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION AND ONLY OPERATED UNDER SUPERVISION OF ORANGE

COUNTY UTILITIES PERSONNEL.

7. ALL EXISTING WATER MAIN, FORCE MAINS, GRAVITY PIPES AND OTHER UTILITY FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. WHERE STORM DRAINAGE PIPING OR STRUCTURES ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE AT

NO ADDITIONAL COST TO THE OWNER.

8. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, AND RECLAIMED WATER MAIN. WATER MAINS, FORCE MAINS, GRAVITY MAIN, AND RECLAIMED WATER MAIN LOCATIONS SHOWN ON THE PLANS ARE NOT EXACT OR GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.

9. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE AND LOCATION OF ALL ABOVEGROUND AND UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT UTILITY OWNERS, INCLUDING FIBER OPTICS COMPANIES, AT LEAST SEVEN (7) DAYS PRIOR TO CONSTRUCTION AND A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER OPTICS, GAS MAINS AND ELECTRICAL CABLES AND CONDUITS.

10. CONTRACTOR SHALL COORDINATE WITH ALL OTHER UTILITY OWNERS FOR RESOLUTION OF CONFLICTS.

CONTRACTOR SHALL HAVE 48 HOURS TO DETERMINE THE RESOLUTION OF ANY UNKNOWN OR UNFORESEEN CONFLICTS. COSTS INCURRED SHALL BE BORNE BY THE UTILITY OWNER AND/OR CONTRACTOR AND NO CLAIMS MAY BE MADE AGAINST ORANGE COUNTY OR THE ENGINEER FOR THESE CONFLICTS. NO ADDITIONAL

COMPENSATION SHALL BE MADE FOR THE PERIOD OF TIME TO RESOLVE ANY CONFLICTS.

11. CONTRACTOR SHALL SUPPORT & PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL CONTACT UTILITY OWNERS FOR LOCATION OF ALL EXISTING FACILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY OWNERS AND BE RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT FOR

UTILITY POLES AND ALL OTHER UTILITIES DURING CONSTRUCTION.

12. THE UTILITIES IMPROVEMENTS AND ADJUSTMENTS SHOWN ON THESE DRAWINGS ARE INTENDED TO MAINTAIN THE INTEGRITY OF THE ORANGE COUNTY WATER, WASTEWATER, AND RECLAIMED WATER SYSTEMS. THE DRAWINGS DO NOT INCLUDE WORK PERFORMED ON, OR FOR UTILITY SYSTEMS OWNED BY OTHERS, UNLESS

STATED OTHERWISE ON THE DRAWINGS.

13. INSTALLATION, FLUSHING, AND PRESSURE AND LEAK TESTING SHALL BE PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH AWWA C600 FOR DUCTILE IRON WATER PIPELINES AND AWWA C605 FOR PVC WATER PIPELINES. FLUSHING, HYDROSTATIC TESTING, AND DISINFECTING SHALL CONFORM TO APPLICABLE SECTIONS OF THE ORANGE COUNTY STANDARDS AND CONSTRUCTION SPECIFICATIONS AND AWWA C651. FITTINGS AND MINOR REPLACEMENT SEGMENTS REQUIRED TO MAKE CONNECTIONS TO EXISTING WATER LINES SHALL BE THOROUGHLY DISINFECTED BY SWABBING THE ENTIRE INTERIOR WITH A MINIMUM 5% CHLORINE SOLUTION PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, MATERIALS, AND MANPOWER TO ACCOMPLISH THESE OPERATIONS. AUTHORIZED ORANGE COUNTY UTILITIES PERSONNEL SHALL BE PRESENT DURING THE TEST. COORDINATE WITH ORANGE COUNTY UTILITIES INSPECTOR AT LEAST SEVEN

(7) DAYS PRIOR TO START THIS WORK.

14. ALL EXISTING AND NEW OCU WATER AND SEWER VALVES, VALVE BOXES, AND MANHOLES SHALL BE PROTECTED AND ADJUSTED TO FINISHED GRADE WHETHER SHOWN OR NOT. VALVE AND VALVE BOXES SHALL REMAIN ACCESSIBLE AT ALL TIMES. ANY VALVES THAT MIGHT BE COVERED DURING CONSTRUCTION SHALL BE MARKED WITH A MARKER (GREEN FOR SEWER, BLUE FOR WATER, AND PURPLE FOR RECLAIMED WATER MAIN), A MINIMUM OF FOUR (4) FEET BELOW GRADE. ALL NEW VALVES UNDER CONSTRUCTION ARE

TO REMAIN CLOSED DURING CONSTRUCTION.

15. ALL BURIED PIPELINES 4-INCHES TO 12-INCHES IN DIAMETER SHALL BE DUCTILE IRON AND CONFORM TO AWWA C150/C151. PIPES SHALL BE CEMENT LINED FOR W2 (RECLAIMED WATER) AND PROTECTO 401 COATED FOR PROCESS WASTEWATER. PVC PIPE AND FITTINGS UNDER 4-INCHES WILL BE SCHEDULE 80

CONFORMING TO ASTM D1784 AND D1785.

16. ALL PIPE, PIPE FITTINGS AND APPURTENANCES INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320 (21) (B) 3, FAS, USING BLUE AS A

PREDOMINANT COLOR FOR WATER; GREEN FOR WASTEWATER; PURPLE FOR RECLAIMED WATER.

17. PIPE LENGTHS SHOWN ON PLANS ARE APPROXIMATE. ACTUAL LENGTHS ARE TO BE DETERMINED DURING

CONSTRUCTION.

18. ALL MAINS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS. PIPING SHALL BE LAID WITH A MINIMUM COVER OF 36 INCHES BELOW FINISHED GRADE FOR MAINS SIZED 12-INCHES AND BELOW, AND A MINIMUM COVER OF 48 INCHES FOR MAINS SIZED 16-INCHES AND GREATER, WHERE IT IS NOT OTHERWISE SPECIFIED ON PLANS OR DIRECTED BY THE ENGINEER. FOR PVC PIPE, NO HORIZONTAL/ VERTICAL PIPE OR JOINT DEFLECTION SHALL BE ALLOWED. CONTRACTOR SHALL USE FITTINGS TO OBTAIN REQUIRED CLEARANCES. ON DUCTILE IRON PIPE, CONTRACTOR SHALL NOT EXCEED 75% OF THE MANUFACTURER'S RECOMMENDATION FOR

PIPE DEFLECTION. OTHERWISE USE FITTINGS TO OBTAIN REQUIRED CLEARANCES.

19. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT ANY PROPOSED

WATER MAIN TO ANY EXISTING WATER MAIN UNLESS CLEARED BY FDEP.

20. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER THE PROPOSED CONNECTION PROCEDURE AND WORK SCHEDULE HAVE BEEN REVIEWED AND ACCEPTED BY THE OWNER. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SUBMITTAL (SHOP DRAWING) OUTLINING THE PROCEDURE AND SCHEDULE. WATER MAINS SHALL NOT BE PLACED IN SERVICE UNTIL CLEARANCE IS RECEIVED FROM FDEP.

21. INSTALL AIR RELEASE VALVES (ARV) AT ALL HIGH POINTS IN THE SYSTEM WHERE AIR CAN ACCUMULATE.

AIR RELEASE VALVES AND APPURTENANCES SHALL BE COLOR CODED FOR WATER.

22. THE ELEVATIONS SHOWN ARE BASED ON NAVD 1988 DATUM.

23. WHERE REQUIRED, AT NO ADDITIONAL COST TO THE COUNTY, THE CONTRACTOR SHALL USE TEMPORARY SHEETING OR TRENCH BOXES TO MINIMIZE THE SIZE OF EXCAVATIONS AND PROTECT EXISTING ROADWAYS, UTILITIES AND OTHER FACILITIES. OR AS NEEDED TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION.

CONTRACTOR TO COMPLY WITH OSHA TRENCH SAFETY REQUIREMENTS AT ALL TIMES.

24. CONTRACTOR TO PROVIDE DETAILED AS-BUILT DRAWINGS OF ALL UTILITIES UNCOVERED IN TRENCHES. THE AS-BUILT SHALL RECORD LOCATION, SIZE, TYPE, ELEVATION AND OWNER OF ALL UTILITY FACILITIES

UNCOVERED.

25. WATER PIPE SHALL BE STAMPED BY THE NATIONAL SANITATION FOUNDATION (NSF) FOR POTABLE WATER USE. PIPING MATERIAL SPECIFICATIONS COVERING POTABLE WATER PIPES, JOINTING AND PACKING MATERIALS, INTERNAL COATING AND LININGS, FITTINGS, SPECIALS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE CORRESPONDING AWWA STANDARDS AND CONFORM TO NSF REQUIREMENTS, AS MAY

BE APPLICABLE. ANY PIPE, PIPE FITTING, SOLDER, AND FLUX SHALL BE LEAD-FREE.

26. ALL MAIN REPAIRS TO BE COMPLETED IMMEDIATELY BY THE CONTRACTOR, AT THE CONTRACTOR'S COST. IF THE MAIN IS NOT REPAIRED IN A TIMELY MANNER, AS DETERMINED BY THE ENGINEER, ORANGE COUNTY UTILITIES PERSONNEL MAY REPAIR THE MAIN AND THE CONTRACTOR WILL BE CHARGED FOR

REPAIRS.

27. CONTRACTOR SHALL COORDINATE WITH ALL OTHER UTILITY OWNERS FOR THE RESOLUTION OF CONFLICTS.

ANY COST INCURRED SHALL BE BORNE BY THE UTILITY OWNER OR CONTRACTOR AND NO CLAIMS MAY BE

MADE AGAINST ORANGE COUNTY FOR THESE CONFLICTS.

28. O.C.U. SHALL OPERATE ALL EXISTING AND NEW VALVES CONNECTED TO ACTIVE SYSTEMS SUBMITTAL OF A

C.A.R. FORM.33.

29. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD UTILITIES ARE NOT INDICATED IN ARCHITECTURAL ELEVATIONS, PROFILE OR SECTION DRAWINGS. THE ENGINEERING INVESTIGATIONS, LOCATION, AND DESIGNATION OF SUBSURFACE UTILITIES INDICATED IN THESE CONTRACT DOCUMENTS HAS BEEN PERFORMED TO QUALITY LEVEL C IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRINCIPLES AND PRACTICES AS OUTLINED IN ASCE STANDARD AND GUIDELINE BULLETIN CI/ASCE 38-02 UNLESS OTHERWISE DESIGNATED. WHERE SUCH ACTIVITIES HAVE BEEN TO A HIGHER LEVEL OF QUALITY, THE HIGHER QUALITY LEVEL FOR THE AFFECTED AREAS IS

INDICATED IN THE CONTRACT DOCUMENTS.

30. "SCREENED" (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES. "SCREENED" INFORMATION WAS TAKEN FROM EXISTING CONSTRUCTION DRAWINGS AND DATA, IS FOR REFERENCE ONLY, AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE ORDERING OF MATERIALS AND BEGINNING OF CONSTRUCTION. "BOLD" DELINEATION IS NEW WORK TO BE CONSTRUCTED UNDER THIS

CONTRACT.

31. CONTRACTOR'S STAGING, PARKING AND MATERIAL STORAGE SHALL BE COORDINATED WITH OCU. PROVIDING

ADDITIONAL STORAGE OR PARKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

32. CALL BEFORE YOU DIG. CONTRACTOR SHALL VERIFY PRECISE LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STRUCTURES, WHETHER INDICATED ON THE DRAWINGS OR NOT, IN THE FIELD IN ADVANCE OF EXCAVATING, BY CONTACTING ALL UTILITIES AND OTHER AGENCIES, AND BY PROSPECTING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, DEMOLITION, RECONSTRUCTION, AND RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. IF REQUIRED AFTER FIELD VERIFICATION, CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO DETERMINE ANY NECESSARY MODIFICATIONS TO PROPOSED NEW

WORK.

33. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE THE REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED NEW WORK.

34. CONTRACTOR SHALL COMPLY WITH THE GOVERNING AGENCY NPDES CONSTRUCTION REQUIREMENTS, AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR PROTECTION AND RESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BY ENGINEER. SPECIAL CONSTRUCTION REQUIREMENTS, TEMPORARY PROTECTIVE FENCING OR BARRICADES, SHEETING, SHORING, EROSION PROTECTION, AND SURFACE RESTORATION AT CERTAIN LOCATIONS ARE INDICATED ON THE DRAWINGS TO

BRING CONTRACTOR'S ATTENTION TO SENSITIVE AREAS.

35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNER MARKERS.

PROPERTY CORNER MARKERS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A

PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF FLORIDA.

36. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS UNLESS

OTHERWISE NOTED.

37. CONTRACTOR SHALL INSTALL ALL PIPELINES, PAVING, WALKWAYS, AND CURB AND GUTTER AT A UNIFORM

GRADE BETWEEN ELEVATIONS DEPICTED ON THE DRAWINGS.

38. FOR ALL SITE GRADING, SMOOTH PARABOLIC TRANSITIONS SHALL BE MADE BETWEEN CHANGES IN SLOPE.

PARABOLIC ROUNDING SHALL APPLY TO ALL CUT AND FILL SECTIONS.

39. FINISHED GRADE ELEVATION AT THE BUILDING FACE, WHERE NOT ADJACENT TO PAVEMENT, SHALL BE APPROXIMATELY 6 INCHES BELOW FINISHED FLOOR ELEVATION UNLESS OTHERWISE NOTED. FINISHED GRADE ELEVATION ADJACENT TO BASINS SHALL BE APPROXIMATE AS INDICATED BY CONTOURS, OR AS REQUIRED

TO MEET STAIR LANDINGS.

40. THE CONTRACTOR'S OPERATIONS SHALL CONFORM TO THE RULES AND REGULATIONS OF THE STATE

CONSTRUCTION SAFETY ORDERS PERTAINING TO EXCAVATION AND TRENCHING.

41. RESTRAINED JOINTS SHALL BE PROVIDED FOR ALL BURIED PIPING.

42. THE DRAWINGS INDICATE TYPES OF PIPE SUPPORT SYSTEMS AT VARIOUS LOCATIONS. HOWEVER, All PIPE SUPPORTS, HANGERS, BRACKETS, INSERTS OR BRACES ARE NOT SHOWN. CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND PROVIDE A COMPLETE SUPPORT SYSTEM AS REQUIRED.51. THE TERM "PROPOSED" AS INDICATED ON THE DRAWINGS MEANS THE ITEM IS DESIGNED OR PLANNED TO BE PROVIDED BY OWNER OR OTHERS SEPARATE FROM THIS CONTRACT. THE TERM "FUTURE" AS INDICATED ON THE DRAWINGS REFERS TO THE ENGINEER'S INTERPRETATION OF THE ITEM FOR THE FUTURE, BASED ON AVAILABLE

INFORMATION.

43. STRUCTURES SUCH AS CURBS AND GUTTERS, CONCRETE AND ASPHALT DRIVES AND WALKWAYS, PAVING BRICKS, FENCING, RETAINING WALLS, ETC, CROSSED BY THE PIPELINE ARE NOT ALL INDICATED IN PROFILE.

CONTRACTOR SHALL RESTORE ANY EXISTING STRUCTURES THAT ARE DISTURBED, DAMAGED OR REMOVED BY

CONSTRUCTION.

44. CONTRACTOR SHALL REPLACE EXISTING PIPE CULVERTS THAT ARE REMOVED TO INSTALL THE NEW PIPELINE WITH NEW PIPE CULVERTS OF THE SAME SIZE, MATERIAL AND CONSTRUCTION AT THE SAME LOCATION AND INVERT ELEVATION AS THOSE THAT WERE REMOVED, AND SHAPE THE DITCH TO DRAIN WITH THE REPLACED CULVERT. CONTRACTOR SHALL PROVIDE ANY TEMPORARY CULVERTS THAT MAY BE REQUIRED FOR CONTRACTOR'S OPERATIONS. CONTRACTOR SHALL COORDINATE REMOVAL AND REPLACEMENT OF ANY

CULVERTS WITHIN PUBLIC RIGHT-OF-WAY WITH THE REGULATING AGENCY.

45. HORIZONTAL STATIONING ALONG THE PIPELINE ALIGNMENT IS FOR LEVEL LINE MEASUREMENT AND FOR PAYMENT OF THE PIPELINES. CONTRACTOR SHALL PROVIDE THE ACTUAL PIPE LENGTH TO BE DETERMINED

BY THE SLOPE OR CURVE ON WHICH THE PIPE IS INSTALLED.

46. CONTRACTOR SHALL FIELD VERIFY PRECISE LOCATION, ELEVATION, AND ARRANGEMENT OF CONNECTIONS OF NEW PIPELINES WITH EXISTING PIPELINES BASED ON FIELD CONDITIONS, INCLUDING EXPOSING EXISTING PIPING PRIOR TO FABRICATING NEW PIPING. CONTRACTOR SHALL PROVIDE FITTINGS, ADAPTERS, SOLID SLEEVE CLOSURES, AND HARNESSED MECHANICAL COUPLING; ROTATE FITTINGS; DEFLECT JOINTS; AND MODIFY EXISTING PIPING AS APPLICABLE AND AS REQUIRED TO MAKE CONNECTIONS, INCLUDING ADJUSTMENTS FOR ANY OFFSETS IN CENTERLINE ELEVATIONS BETWEEN PIPELINES. CONTRACTOR SHALL PROVIDE TEMPORARY PLUG WITH FACTORY OUTLET SIZED AS REQUIRED FOR CONTRACTOR'S TESTING AND DISINFECTION WORK BEFORE MAKING CONNECTION, WHEN APPLICABLE. CONTRACTOR SHALL COORDINATE

MAKING EACH CONNECTION WITH THE OWNER.

MKW

AJM

JLH

DRAWING NO.

SCALE:

PROJECT NO.:

DESCRIPTIONDATEREV

BA DC FE HG JI LK M ON QP

LINE IS 1" AT

FULL SIZE

Designed

Checked Reviewed Approved

Drawn

BY

A 09/2022 60% DRAWINGS AJM

B 03/2023 90% DRAWINGS AJM

C 06/2024 100% ISSUED FOR BID AJM

MARK WORSHAM, State of Florida, Professional Engineer, License Number 66379

This item has been digitally signed and sealed by MARK WORSHAM on the date indicated here.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. (407) 679-5358

WINTER SPRINGS, FL 32708

1016 SPRING VILLAS PT.

CERTIFICATE OF AUTH. 28386

CHA CONSULTING, INC.

P a re n t S h e e t

S e t:

R e v/

P lo t b y:

In d iv id u a l F ile P a th

R e v o n

CIVIL

SITE PLAN / DEMOLITION PLAN

C01 06

CNOTED

_O

C _N

W R

F L ab M

IL

LE

R , J

A Y

/2

/2

:5

A M

V P ro je ct s\

W S

F L

\P ro j1

\0

.0

\0

D e si g n \D ra w in g s\

S h e e ts

\C .d w g

ORANGE COUNTY NORTHERN WATER RECLAMATION FACILITY

CLARIFIERS #1-#4, WAS, METER, AND LAB IMPROVEMENTS 071402

MKW

AJM

JLH

MAB

MKW

0 200'100'

EFFLUENT FILTERS

EFFLUENT DISC FILTERS

CLARIFIER NO.3

CLARIFIER NO.4

FUEL STORAGE

TANKS

CLARIFIER NO.2

CLARIFIER NO.1

AERATION BASIN

TRAIN 2

AERATION BASIN TRAIN 1

TRAIN 1 AND 2

INFLUENT METER VAULT

ANOXIC BASINS

GENERATOR BUILDING

GROUND STORAGE

TANK

STORAGE YARD

OPERATIONS AND

MAINTENANCE BUILDING

PRELIMINARY TREATMENT

STRUCTURE

GRIT PUMP WELL

BNR TRAIN 3

INFLUENT METER

VAULT

BNR TRAIN 3

ANAEROBIC BASINS

SLUDGE

HOLDING TANKS

SLUDGE

PRESS BUILDING

AIR COMPRESSOR

BUILDING

GRAVITY BELT

THICKENER

SODIUM HYPOCHLORITE

STORAGE AND FEED

CHLORINE

CONTACT BASIN

EFFLUENT

PUMP STATION

BLOWER BUILDING

REAERATION

BASINS

PROJECT AREAS

KEY

CONTRACTOR

STAGING AREA

CONTRACTOR TEMPORARY

TRAILER LOCATION

1. DEMOLISH AND REPLACE CLARIFIER

MECHANISMS, SCUM TROUGH, DRIVE,

WALKWAYS AND PLATFORM; INSTALL

WEIR WASHING SYSTEM (TYP x4).

NOTES

SV

SV

SV

S S

8 D R

8 DR

W

8 W1

8 W

36 ML

S

S S

S

A H

P

A H

P

30 ML

30 ML

M

L M

L

8 W2

W

W

S

S

6 DR

W

A S

C

LW8 W1

W

W

4 DR

8 DR

8 SS

4 SL

S

S

12 SS

T

S

W

W

6 DR

W

14 FM

12 SS

36 CLW

3 CLS 3 CLS

12 SS

14 FM

16 RAS

8 DR

12 FM

F M

6 W2 8 W1 8 W1

30 ML

M

L

16 RAS

30 ML

30 M L

36 ML

12 SS12 SS12 SS

8 D R

D

R -2

D

R -2

W

-2

36 SE

D

R -2

-1

/4 W

-2

6 SL

36 W2-1

S

A

36 FE

S

A 2 S

A

8 SL

12 DR

S

L

W

-2

6 S L

8W2-2

12 D R

6 S S6 S

S

R

A S

W

-2

4 W2

S

C

S

E

12 SS

R

E J

C

LS

2 W2-2

A

H P

P

S

2 PS

2 AHP

2 AHP

16 RAS

MH E

99.5

99.5

S

A

20 W2-1

4 SL

S

L

4 SS

2 W2-2

4x12

RDCR

4DR

2W2-2

1A H

P

D

R -2

C.O.

6 SL

6 SL

6 SL

4 SL

4 SL

12 DR

4 W2

8 SL

4 SL

8 ALP

6 SL

S

L

8 ALP 6 SL6 SL

12 DR-212 DR-2

4 SL

4 SL

4 W2

S

L

O

V E

R

FL

O W

(T Y

P

4 W2-2

S

L

W

-2

W

-2

6-V-21

(TYP)

8x8x6

TEE (TYP)

W

-2

6 DR6 DR

INLET

2" PW21 1/4" SA-2

2" PW21 1/4" SA-2

FM

M

S

W

S S

W

W

H F

H F

H F

H F

H F

H F

H F

H F

P R

W

M M

M M

HF

HF

HF

M

HF

M

SHEET NO.:

REVISION:

DRAWING NO.

SCALE:

PROJECT NO.:

DESCRIPTIONDATEREV

BA DC FE HG JI LK M ON QP

LINE IS 1" AT

FULL SIZE

Designed

Checked Reviewed Approved

Drawn

BY

A 09/2022 60% DRAWINGS AJM

B 03/2023 90% DRAWINGS AJM

C 06/2024 100% ISSUED FOR BID AJM

MARK WORSHAM, State of Florida, Professional Engineer, License Number 66379

This item has been digitally signed and sealed by MARK WORSHAM on the date indicated here.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. (407) 679-5358

WINTER SPRINGS, FL 32708

1016 SPRING VILLAS PT.

CERTIFICATE OF AUTH. 28386

CHA CONSULTING, INC.

P a re n t S h e e t

S e t:

R e v/

P lo t b y:

In d iv id u a l F ile P a th

R e v o n

CIVIL

YARD PIPING PLAN

C02 07

CNOTED

_O

C _N

W R

F L ab M

IL

LE

R , J

A Y

/6

/2

:3

A

M V

P ro je ct s\

W S

F L

\P ro j1

\0

.0

\0

D e si g n \D ra w in g s\

S h e e ts \C

.d w g

ORANGE COUNTY NORTHERN WATER RECLAMATION FACILITY

CLARIFIERS #1-#4, WAS, METER, AND LAB IMPROVEMENTS 071402

MKW

AJM

JLH

MAB

MKW

0 60'30'

4" WET TAP ON

EXISTING W2 PIPING, RMJ.

ALSO RESTRAIN ANY

EXISTING PIPE JOINTS

WITHIN 10' OF CONNECTION

4" DI TAPPING GATE VALVE,

RMJ W/ VALVE BOX

4" DI 22.5° BEND,

RMJ (TYP x2)

4" DI PIPE, RMJ

4" DI 90° BEND,

RMJ (TYP x2)

WEIR WASH SYSTEM PUMPS 3 AND 4

(SEE DWG PM06)

WEIR WASH SYSTEM PUMPS 1 AND 2

(SEE DWG PM06)

2" SCH 80 PVC

SOLVENT WELDED

2" SCH 80 PVC RISER

W/ BRONZE BALL VALVE

FOR CONNECTION TO WEIR

WASHING SYSTEM

2" SCH 80 PVC RISER

W/ BRONZE BALL VALVE

FOR CONNECTION TO WEIR

WASHING SYSTEM

2" SCH 80 PVC

SOLVENT WELDED

2" SCH 80 PVC RISER

W/ BRONZE BALL VALVE

FOR CONNECTION TO WEIR

WASHING SYSTEM

(SEE DWG PM02 FOR CONTINUATION)

2" SCH 80 PVC

SOLVENT WELDED

2" SCH 80 PVC RISER

W/ BRONZE BALL VALVE

FOR CONNECTION TO WEIR

WASHING SYSTEM

(SEE DWG PM02 FOR CONTINUATION)

2" SCH 80 PVC

SOLVENT WELDED

INSTALL 6"x6"x4" TEE

ON EXISTING W2 PIPING.

RMJ. ALSO RESTRAIN ANY

EXISTING PIPE JOINTS

WITHIN 10' OF CONNECTION

4" DI GATE VALVE, RMJ

W/ VALVE BOX

4" DI PIPE, RMJ

WAS FLOW METER

ASSEMBLY

(SEE DWG PM05)

EXISTING 12" W2

6" DI WAS

ASSEMBLY

PIPING, RMJ

CONNECTION TO

8" SLUDGE PIPING

(SEE INSET THIS

SHEET)

EXISTING 8"

WAS PIPING

8"DI TEE, RMJ

REMOVE 8"x4" REDUCER

REMOVE 4" COUPLER

4" DI SCUM PIPING

REMOVE 10' OF

4" SCUM PIPING

DEMOLITION

PROPOSED

EXISTING 8"

WAS PIPING

8"DI TEE, RMJ

4" DI SCUM PIPING

8"x6" DI REDUER, RMJ

6" DI TEE, RMJ

6" DI PIPING TO WAS ASSEMBLY

(SEE THIS DWG FOR CONTINUATION)

6"x4" DI

REDUCER, RMJ

4" RESTRAINED

JOINT COUPLING

AREA TO BE

RENOVATED

6 2

SINK

6 66

2SINK

NOTE #1:

THIS IS AN EXISTING BUILDING THAT WAS PERMITTED IN 1997 AS A

MIXED USE BUILDING. THIS RENOVATION IS IN THE AREA OF THE

BUILDING THAT WAS PERMITTED AS GROUP B, BUSINESS UNDER THE

STANDARD BUILDING CODE. EQUIVALENT OCCUPANCY

CLASSIFICATION UNDER CURRENT FLORIDA BUILDING CODE IS

BUSINESS GROUP B (SECTION 304).

NOTE #2:

THE WORK DESCRIBED HEREIN IS FOR THE RENOVATION OF THE

EXISTING LABORATORY. THE LABORATORY IS 544 SQ. FT., OR 5.4% OF

THE BUSINESS AREA OF 9,987 SQ. FT.

NOTE #3:

THE WORK DESCRIBED HEREIN DOES NOT INVOLVE ANY CHANGE OF

OCCUPANCY, TRAVEL PATTERNS OR TRAVEL DISTANCE.

NOTE #4:

THE WORK DESCRIBED HEREIN SHALL BE CLASSIFIED AS A LEVEL 2

ALTERATION UNDER FLORIDA BUILDING CODE, EXISTING BUILDINGS

(603.1). ALL WORK SHALL COMPLY WITH CURRENT EDITION OF THE

FLORIDA BUILDING CODE (801.3).

BUILDING CODE NOTES

1 REMOVE SUSPENDED CEILING, LIGHT FIXTURES, GRILLES, ETC.

DEMOLITION LEGEND:

2 REMOVE ALL CASEWORK, COUNTERTOPS, AND SINKS.

3 REMOVE FUME HOODS AND APPLIANCES.

4 REMOVE CERAMIC TILE FLOORING.

5 REMOVE NON-BEARING DRYWALL PARTITION.

6 REMOVE ALL FURNITURE AND STORE OR SALVAGE AT OWNER'S

DIRECTION.

7 REMOVE EXISTING EYEWASH AND PROVIDE NEW EYEWASH - SEE

PLUMBING DRAWINGS.

8 REMOVE A/C DUCTWORK, GRILLES AND DIFFUSERS - SEE HVAC

PLANS.

9 EXISTING FIRST AID KIT TO BE RETAINED.

10 EXISTING MARBLE TABLE TO BE RETAINED.

11 REMOVE EXISTING WINDOW BLINDS

12 EQUIPMENT ON THIS WALL TO BE REMOVED

SHEET NO.

REVISION:

DRAWING NO.

SCALE:

PROJECT NO.:

DESCRIPTIONDATEREV

BA DC FE HG JI LK M ON QP

LINE IS 1" AT

FULL SIZE

Designed

Checked Reviewed Approved

Drawn

BY

TEC

AEN

TEC

TEC

TEC

The Villages, FL 32162

Thomas E. Cunningham

1692 Duffy Loop Architect

407.595.1496 TecArch2015@outlook.com

B 03/2023 90% DRAWINGS TEC

THOMAS E. CUNNINGHAM, State of Florida, Architect, AR14116

This item has been digitally signed and sealed by THOMAS E. CUNNINGHAM on the date indicated here.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

A 09/2022 60% DRAWINGS TEC

C 06/2024 100% ISSUED FOR BID TEC

(407) 679-5358

WINTER SPRINGS, FL 32708

1016 SPRING VILLAS PT.

CHA CONSULTING, INC.

P a re n t S h e e t

S e t:

R e v/

P lo t b y:

In d iv id u a l F ile P a th

R e v o n

ARCHITECTURAL

KEY PLAN, DEMOLITION PLAN, AND NOTES

A01 08

CNOTED

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F L ab M

IL

LE

R , J

A Y

/1

/2

:0 A

M A

.d w g

ORANGE COUNTY NORTHERN WATER RECLAMATION FACILITY

CLARIFIERS #1-#4, WAS, METER, AND LAB IMPROVEMENTS 071402

SCALE:

KEY PLAN

1/16"=1'-0"SCALE:

KEY PLAN

1/16"=1'-0"

SCALE:

DEMOLITION PLAN

3/8"=1'-0"

C-1C-2C-5

C-6

C-7

C-8

C-9

C-10

C-11 C-13

C-15

C-16

C-17

C-19 C-18

C-3C-4

C-12 C-14 6 4 4

C-7 C-8 C-9C-5 C-10 C-11

OPEN

FILLER

PANEL

C-6

FILLER

PANEL

C-20

C-11 C-12 C-13 C-14

E X

IS

T

IN

G

W

IN

D O

W

E X

IS

T

IN

G

W

IN

D O

W

2 4 4

ELEVATION 3

E X

IS

T

IN

G

D O

O R

1 1

C-15 C-16 C-17

ELEVATION 4

C-1 C-2 C-3 C-4 C-5

E X

IS

T

IN

G

D O

O R

C-20

C-18

C-19

ELEVATION 7

E X

IS

T

IN

G

D O

O R

NOTE: EXISTING

SHELVING UNITS

TO REMAIN

NOTE: EXISTING

EQUIPMENT ON

THIS WALL TO BE

REMOVED

24" x 48"

SUSPENDED

ACOUSTICAL

TILE CEILING

@ 10'-0" A.F.F.

NOTE:

SEE

ELECTRICAL

DRAWINGS

FOR LIGHTING

SEE HVAC

DRAWINGS

FOR GRILLES

AND

DIFFUSERS

1 PAINTED DRYWALL

LEGEND:

2 CERAMIC TILE BASE

3 EXISTING REFRIGERATOR -

TO BE REMOVED AND PUT BACK IN

PLACE UPON COMPLETION OF

CONSTRUCTION

4 EXISTING FILE CABINET -

TO BE REMOVED AND PUT BACK IN

PLACE UPON COMPLETION OF

CONSTRUCTION

5 FIRST AID CABINET TO REMAIN

6 EXISTING MARBLE TABLE -

TO BE REMOVED AND PUT BACK IN

PLACE UPON COMPLETION OF

CONSTRUCTION

SEE SHEET A03 FOR LABORATORY

CASEWORK SCHEDULEC-?

NOTE:

REUSE EXISTING FIRE EXTINGUISHER

AND RELOCATE PER FIRE MARSHALL.

IF THE EXISTING IS UNSERVICEABLE,

PROVIDE A NEW ONE OF

COMPARABLE QUANTITY.

SHEET NO.

REVISION:

DRAWING NO.

SCALE:

PROJECT NO.:

DESCRIPTIONDATEREV

BA DC FE HG JI LK M ON QP

LINE IS 1" AT

FULL SIZE

Designed

Checked Reviewed Approved

Drawn

BY

TEC

AEN

TEC

TEC

TEC

The Villages, FL 32162

Thomas E. Cunningham

1692 Duffy Loop Architect

407.595.1496 TecArch2015@outlook.com

B 03/2023 90% DRAWINGS TEC

THOMAS E. CUNNINGHAM, State of Florida, Architect, AR14116

This item has been digitally signed and sealed by THOMAS E. CUNNINGHAM on the date indicated here.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

A 09/2022 60% DRAWINGS TEC

C 06/2024 100% ISSUED FOR BID TEC

(407) 679-5358

WINTER SPRINGS, FL 32708

1016 SPRING VILLAS PT.

CHA CONSULTING, INC.

P a re n t S h e e t

S e t:

R e v/

P lo t b y:

In d iv id u a l F ile P a th

R e v o n

ARCHITECTURAL

FLOOR PLAN, CEILING PLAN, AND INTERIOR ELEVATIONS

A02 09

CNOTED

_O

C _N

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F L ab M

IL

LE

R , J

A Y

/1

/2

:0 A

M A

.d w g

ORANGE COUNTY NORTHERN WATER RECLAMATION FACILITY

CLARIFIERS #1-#4, WAS, METER, AND LAB IMPROVEMENTS 071402

SCALE:

FLOOR PLAN

3/8"=1'-0"

SCALE:

ELEVATION 1

1/4"=1'-0"

SCALE:

ELEVATION 2

1/4"=1'-0"

SCALE:

ELEVATION 3

1/4"=1'-0"

SCALE:

ELEVATION 4

1/4"=1'-0"

SCALE:

ELEVATION 5

1/4"=1'-0"

SCALE:

ELEVATION 6

1/4"=1'-0"

SCALE:

ELEVATION 7

1/4"=1'-0"

SCALE:

ELEVATION 8

1/4"=1'-0"

SCALE:

REFLECTED CEILING PLAN

1/4"=1'-0"

C-1

LABORATORY CASEWORK SCHEDULE

MARK DESCRIPTION SIZE

BASE DRAWER UNIT 24"W x 22"D x 32"H

C-2 BASE DOOR UNIT 18"W x 22"D x 32"H

C-3 BASE CABINET WITH SINK 42"W x 22"D x 32"H

C-4

C-5

C-6

C-7

C-8 BASE DOOR UNIT 18"W x 22"D x 32"H

BASE CORNER UNIT 32"W x 22"D x 32"H x 14"

BASE DOOR UNIT 18"W x 22"D x 32"H

C-9 BASE DOOR AND DRAWER UNIT 42"W x 22"D x 32"H

C-10 42"W x 22"D x 32"H

C-11

C-12

C-13

CATALOG NO.

D30C322224

G23C322218

G07C322242

BASE DOOR UNIT 18"W x 22"D x 32"H G23C322218

G15C322214

G23C322218

G23C322218

BASE CABINET 42"W x 22"D x 32"H G07C322242

BASE DOOR AND DRAWER UNIT

E42C322242

E43C322242L

32"W x 22"D x 32"H x 14" G15C322214BASE CORNER UNIT WITH SINK

BASE DRAWER UNIT 18"W x 22"D x 29"H

BASE DRAWER UNIT 18"W x 22"D x 29"HC-14

BASE CABINET 42"W x 22"D x 29"H

D81C292218

D81C292218

STORAGE CABINET W/ SWINGING DOORS42"W x 16"D x 84"HC-15 S50C841642

STORAGE CABINET W/ SWINGING DOORS42"W x 16"D x 84"HC-16 S50C841642

STORAGE CABINET W/ SWINGING DOORS30"W x 16"D x 84"HC-17 S50C841630

STORAGE CABINET W/ SWINGING DOORSC-18 S50C842248

STORAGE CABINET W/ SWINGING DOORSC-19

48"W x 22"D x 84"H

S50C84224848"W x 22"D x 84"H

NOTE: CATALOG NUMBERS ARE KEWAUNEE RESEARCH COLLECTION

AND ARE GIVEN TO ESTABLISH A BASIS OF DESIGN.

EPOXY DRYING RACK (PEGBOARD)C-20 X-020017-BK32"W x 1"D x 30"H

D81C292218

1. INSTALL NEW SUSPENDED ACOUSTICAL TILE CEILING (SEE

SPECIFICATIONS). COORDINATE WITH ELECTRICAL AND HVAC

WORK.

FINISH NOTES

2. PATCH EXISTING DRYWALL TO MATCH EXISTING FINISH. ENTIRE

WALLS TO BE PAINTED.

3. INSTALL NEW SEAMLESS FLOORING (SEE SPECIFICATIONS)

2' -1

0"

4"

1 2"

2'-6"

3"

EPOXY

CONTERTOP

CERAMIC

TILE BASE

METAL CABINET

4"

1 2"

2'-6"

3"

EPOXY

CONTERTOP

CERAMIC

TILE BASE

METAL CABINET

1. INSTALL NEW…