11-4 - Plan Set.pdf

PDF 37 MB Posted Jun 11, 2026

Attached to: 26B-103 SW Regional WRF O&M Improvements
Solicitation number: 26-103
Issued by: Marion County, Florida

About this file

Written by GovTribe AI · Jun 23, 2026

This is a plan set document for Marion County Utilities in Belleview, Florida, detailing the Southwest Regional Water Reclamation Facility (WRF) Operations & Maintenance Improvements project. The project involves the installation of three new positive displacement blowers with associated electrical work, site preparation, instrumentation, and stormwater infrastructure improvements, along with the decommissioning of three existing blowers. The plan set, issued for bid in May 2026, comprises comprehensive civil, structural, mechanical, electrical, and instrumentation drawings prepared by Ardurra, Inc., with the facility located at 11800 SE US Highway 441, Belleview, Florida. The project includes modifications to the existing chlorine contact basin system, yard piping plans, grading and drainage infrastructure, and detailed equipment specifications across multiple discipline-specific sheets.

The plan set includes extensive technical specifications and design standards, including compliance with the 2023 Florida Building Code, ACI 318-19 for reinforced concrete, and AISC standards for structural steel. Key project components documented include process flow diagrams for aeration and secondary treatment systems, equipment pad details, pipe support specifications, and comprehensive electrical one-line diagrams for motor control centers. The drawings specify that Marion County has already procured the blowers to reduce lead time, with physical construction to commence upon blower delivery, though contractors may pursue required permits during the interim period. The project area encompasses approximately 30-foot buffer zones around the existing treatment facility, with detailed grading elevations, reinforcement schedules, and foundation requirements for new equipment installations throughout the site.

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Other files

File	Type	Posted
8-2 - Measurement and payment.pdf	PDF	Jun 11, 2026
3-Disclosure of Subcontractors and Suppliers.pdf	PDF	Jun 11, 2026
1-Bid Bond Form.pdf	PDF	Jun 11, 2026
4-ITB - General Terms and Conditions.pdf	PDF	Jun 11, 2026
6-Vendor Information Form.pdf	PDF	Jun 11, 2026
10-1 - Technical Specifications.pdf	PDF	Jun 11, 2026
5-Similar Work Detail Form.pdf	PDF	Jun 11, 2026
2-Conflict of Interest Statement Form.pdf	PDF	Jun 11, 2026
9-3 - Bid Form for Reference only.pdf	PDF	Jun 11, 2026
7-PaymentWorks Onboarding Letter.pdf	PDF	Jun 11, 2026

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LOCATION MAP

FOR:

PROJECT

SITE

11800 SE US HWY 441

BELLEVIEW, FLORIDA 34420

352-707 4624

MARION COUNTY UTILITIES

NO. DATE REVISION BY

G-1

ISSUED FOR BID

MAY 2026

405 Golfway West Drive, Suite 201A St. Augustine, Florida 32095

Phone: (904) 593-5610 www.Ardurra.com

M ay

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JOB NO: 2024-1306

ENGINEER OF

RECORD

FL PE #

VICINITY MAP

PROJECT

SITE

ISSUED FOR BID

BOARD OF COUNTY COMMISSIONERS

DISTRICT 1 CRAIG CURRY

DISTRICT 2 KATHY BRYANT

DISTRICT 3 MATT McCLAIN

DISTRICT 4 CARL ZALAK, III

DISTRICT 5 MECHELLE STONE

COUNTY ADMINISTRATOR

MOUNIR BOUYOUNES, P.E.

UTILITIES DIRECTOR

ANTHONY L. CUNNINGHAM, P.E.

SHEET

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.

Utilities

SR 2

SW HWY 484

S W

H C

SW HWY 484

S W

95TH

Know what'sbelow.

before you dig.Call

MARION COUNTY UTILITIES

SOUTHWEST REGIONAL WRF O&M IMPROVEMENTS

SECTION 35, TOWNSHIP 16S S, RANGE 20 E

MARION COUNTY, FLORIDA

AutoCAD SHX Text S.S.O.C.O.F. TICKET No. ????? DATE: MM/DD/YYYY

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2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

G-2

ISSUED FOR BID

MAY 2026

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JOB NO:

405 Golfway West Drive, Suite 201A St. Augustine, Florida 32095

Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

Sheet List Table Sheet Number Sheet Title

GENERAL

G-1 O&M COVER SHEET

G-2 SHEET INDEX

G-3 GENERAL NOTES AND ABBREVIATIONS

G-4 LEGEND AND SYMBOLS

G-5 PROCESS FLOW DIAGRAM I

G-6 PROCESS FLOW DIAGRAM II

CIVIL

C-1 EXISTING SITE PLAN

C-2 SITE PLAN

C-3 GEOMETRY PLAN

C-4 YARD PIPING PLAN

C-5 GRADING AND DRAINAGE PLAN

STRUCTURAL

S-1 GENERAL STRUCTURAL NOTES, ABBREVIATIONS, LEGEND AND SYMBOLS

S-2 MISCELLANEOUS SLABS

S-3 PIPE SUPPORT DETAILS & STANDARD DETAILS

MECHANICAL

M-1 EXISTING BLOWERS DEMOLITION PLAN

M-2 BLOWERS PLAN

M-3 BLOWER SECTION

M-4 EXISTING CHLORINE CONTACT BASIN DEMOLITION PLAN

M-5 EXISTING CHLORINE CONTACT BASIN MODIFICATIONS PLAN

MD-1 MISCELLANEOUS MECHANICAL DETAILS

ELECTRICAL

E-1 ELECTRICAL GENERAL NOTES

E-2 ELECTRICAL LEGEND

E-3 MCC-1 DEMOLITION ONE-LINE DIAGRAM

E-4 MCC-2 DEMOLITION ONE-LINE DIAGRAM

E-5 MCC-3 EXISTING ONE-LINE DIAGRAM

E-6 MCC-4 EXISTING ONE-LINE DIAGRAM

E-7 MCC-1 PROPOSED ONE-LINE DIAGRAM

E-8 MCC-2 PROPOSED ONE-LINE DIAGRAM

E-9 ELECTRICAL OVERALL SITE PLAN

E-10 ELECTRICAL OVERALL SITE LIGHTING

E-11 ELECTRICAL BLOWER DEMOLITION PLAN

E-12 ELECTRICAL BLOWER PROPOSED PLAN

E-13 ELECTRICAL CHLORINE CONTACT BASIN DEMOLITION PLAN

E-14 ELECTRICAL CHLORINE CONTACT BASIN PROPOSED PLAN

E-15 ELECTRICAL PANEL AND WIRING SCHEDULES I

E-16 ELECTRICAL PANEL SCHEDULES II

E-17 ELECTRICAL PANEL SCHEDULES III

INSTRUMENTATION

I-1 LEGENDS, SYMBOLS, AND ABBREVIATIONS I

I-2 LEGENDS, SYMBOLS, AND ABBREVIATIONS II

I-3 CONTROL BLOCK DIAGRAM

I-4 AERATION BLOWERS

I-5 CHLORINE CONTACT BASIN

I-6 INSTRUMENTATION DETAILS

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G-3

MAY 2026

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Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

GENERAL NOTES:

1. SPECIAL CARE SHALL BE TAKEN TO ENSURE THAT EXISTING TREES TO BE SAVED REMAIN

UNDAMAGED DURING CONSTRUCTION. REFERENCE LANDSCAPE AND LAND ALTERATION

ORDINANCE. DEVELOPMENT SHALL COMPLY WITH THE TREE AND LANDSCAPE CODES AS SET

FORTH IN THE LAND DEVELOPMENT CODE UNLESS PERMITTED OTHERWISE.

2. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO

BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER FOR RESOLUTION OF ANY

CONFLICTS BETWEEN FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS.

3. DIGITAL OR ELECTRONIC REPRESENTATION OF THESE CONSTRUCTION PLANS DOES NOT

CONSTITUTE A COORDINATE CONTROL MAP OR MATHEMATICALLY CONTROLLED

INFORMATION FOR THE USE OF CONSTRUCTION STAKEOUT. IT IS THE RESPONSIBILITY OF

THE CONTRACTOR AND/OR CONTRACTOR'S SURVEYOR TO ENSURE THAT ANY DIGITAL OR

ELECTRONIC REPRESENTATION OF THESE PLANS IS IN COMPLETE CONFORMANCE WITH ALL

OF THE NOTATIONS, SPECIFICATIONS, DETAILS AND OTHER DATA APPEARING ON OR AS

MAY BE DERIVED FROM THESE CONSTRUCTION PLANS.

4. CONTRACTOR IS RESPONSIBLE FOR PREPARING AND IMPLEMENTING MAINTENANCE OF

TRAFFIC PLANS AS REQUIRED.

5. CONTRACTOR RESPONSIBLE FOR REPAIR AND REPLACEMENT OF INFRASTRUCTURE /

FACILITIES WITHIN THE RIGHT-OF-WAY THAT ARE DAMAGED DURING CONSTRUCTION

ACTIVITY.

SANITARY SEWER AND WATER DISTRIBUTION NOTES:

1. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY SYSTEM.

2. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER

MAINS. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL

BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18-INCHES BETWEEN THE INVERT OF

THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE.

3. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN

WITH LESS THAN 18-INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN

SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.) SUFFICIENT LENGTHS OF

DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO

JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK

FREE, AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6-INCHES MUST

BE MAINTAINED AT THE CROSSING.

4. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER THE WATER MAIN, THE

CRITERIA FOR MINIMUM SEPARATION OF 18-INCHES BETWEEN LINES AND 10 FEET BETWEEN

JOINTS SHALL BE REQUIRED.

5. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN

PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE

CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE

CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS

ABOVE.

6. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF

SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE.

7. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE

WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF

LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE

BOTTOM OF THE WATER MAIN IS AT LEAST 18-INCHES ABOVE THE TOP OF THE SEWER.

8. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18-INCHES IN PARALLEL

INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE

FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A

MINIMUM VERTICAL DISTANCE OF 6-INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE

THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM

JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).

ABU ABUTMENT

AS ACTIVE SLUDGE

AL ALUM SOLUTION

AB ANCHOR BOLT

ADPT ADAPTER

ADJ ADJUSTMENT or ADJACENT

AC ACRES

AHD AHEAD

ARV AIR RELEASE VALVE

AKA ALSO KNOWN AS

AG ALLEY GRATE

ALUM ALUMINUM

APP APPARENT

APP'D APPROVED

APPROX APPROXIMATE

A ARC

ARCH ARCHITECTURAL or

ARCHITECT

AC ASBESTOS CEMENT

ASPH ASPHALT

ASSY ASSEMBLY

ATM ATMOSPHERE

AT AUGER TERMINATION DEPTH

AVE AVENUE

AWL AVERAGE WATER LEVEL

BK BACK

BFD BACK FLOW DEVICE

BOC BACK OF CURB

BOW BACK OF WALK

BV BALL VALVE

BW BACKWASH

BRCD BARRICADE

BL BASELINE

BRG BEARING

BM BENCH MARK

BIT BITUMINOUS

BF BLIND FLANGE

BO BLOW OFF

BK BOOK

BBCV BOTTOM BUFFER CHECK

VALVE

BC BOTTOM OF CURVE

BLVD BOULEVARD

BOXC BOX CULVERT

BRKT BRACKET

BLDG BUILDING

BE BURIED ELECTRIC

BT BURIED TELEPHONE

BFV BUTTERFLY VALVE

CATV CABLE TELEVISION

CI CAST IRON

CIP CAST IRON PIPE

CB CATCH BASIN

CAT CATALOG

CLKG CAULKING

CTR CENTER

CL CENTERLINE

CENT CENTRATE

CHKD CHECKERED

CV CHECK VALVE

CL2 CHLORINE

CL2S CHLORINE SOLUTION

CCC CHLORINE CONTACT

CHAMBER

CCP CHLORINE CONTACT POINT

CH CHORD

CIR CIRCLE

CEP CITY ELECTRIC POLE

CWM CITY WATER MAIN

CLW CLARIFIED WATER

CE CLARIFIER EFFLUENT

CO CLEAN OUT

CLR CLEAR OR CLEARANCE

COL COLUMN

CAV COMBINATION AIR/VACUUM

RELEASE VALVE

CA COMPRESSED AIR

CONC CONCRETE

CBS CONCRETE BLOCK STRUCTURE

CMU CONCRETE MASONRY UNIT

CM CONCRETE MONUMENT

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CTB COOLING TOWER BLOW DOWN

CTR COOLING TOWER RETURN

CNR CORNER

CORP CORPORATION

CORR CORRUGATED

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE

ARCH

C SNK COUNTERSINK

CR COUNTY ROAD

CPLG COUPLING

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CY CUBIC YARD

CULV CULVERT

C&G CURB & GUTTER

C# CURVE NUMBER

C CUT

DEC DECANT

DB DEED BOOK

DEPT DEPARTMENT

DET DETAIL

DWS DEWATERED SOLIDS

DIA DIAMETER

DIM DIMENSION

DBI DITCH BOTTOM INLET

DPI DITCH POINT INTERSECTION

DBL DOUBLE

DN DOWN

DWG DRAWING

DR DRIVE

DW DRIVEWAY

DWA DRIVEWAY ASPHALT

DWB DRIVEWAY BRICK

DWC DRIVEWAY CONCRETE

DWD DRIVEWAY DIRT

DWGS DRIVEWAY GRASS

DWGR DRIVEWAY GRAVEL

DI DUCTILE IRON

DIP DUCTILE IRON PIPE

EA EACH

EW EACH WAY

EASMT EASEMENT

E EAST OR EASTING

E-W EAST - WEST

ECC ECCENTRIC

EOP or EP EDGE OF PAVEMENT

ELEC ELECTRIC OR ELECTRICAL

ELEV or EL ELEVATION

ERCP ELLIPTICAL REINFORCED

CONC. PIPE

ENV ENVIRONMENTAL or

ENVIRONMENT

EQ EQUATION

EQUIP EQUIPMENT

ED EQUIPMENT DRAIN

EX or EXIST EXISTING

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTRUDED

FAB FABRICATED

FOW FACE OF WALK

FT FEET or FOOT FL FENCE LINE or FLOW LINE

FRP FIBERGLASS REINFORCED

PIPE

FOC FIBER OPTIC CABLE

F FILL

FA FILTER AIR or FOUL AIR

FBW FILTER BACKWASH

FE FILTER EFFLUENT or FINISH

ELEVATION

FO FILTER OVERFLOW

FSD FILTER SUMP DRAIN

FWW FILTER WASH WATER

FIN FINISH

FF FINISH FLOOR

FHA FIRE HYDRANT ASSEMBLY

FTG FITTING or FOOTING

FLG FLANGE

FES FLARED END SECTION

FLX FLEXIBLE

FLR FLOOR

FD FLOOR DRAIN

FL FLOW LINE

FM FORCE MAIN

FA FOUL AIR PIPE

FND FOUND

FIP FOUND IRON PIPE

FIR FOUND IRON ROD

FIRC FOUND IRON ROD & CAP

FN&D FOUND NAIL & DISK

GAL GALLON

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GALV/GLV GALVANIZED

GSP GALVANIZED STEEL PIPE

G GAS LINE

GV GATE VALVE

GA GAUGE

GTEB GENERAL TELEPHONE BURIED

GEO GEODETIC

GRD GRADE

GE GRATE ELEVATION

GI GRATE INLET

GRT'G GRATING

GS GRAVITY SEWER or GROUND SHOT

GS GREASE/SEPTAGE

GP GROUND POINT

GST GROUND STORAGE TANK

HT HAMMER TAP or HEIGHT

HA HAND AUGER

HH HAND HOLE

HR HAND RAIL

HDD HORIZONTAL DIRECTIONAL DRILL

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEAD WALL

HC HIGH CURB or HANDICAP HP HIGH POINT or HORSEPOWER

HSP HIGH SERVICE PUMPS

HWL HIGH WATER LEVEL

HWM HIGH WATER MARK

HWY HIGHWAY

HORZ HORIZONTAL

HB HOSE BIB

HR HOUR

ID IDENTIFICATION

IN INCH

INF INFLUENT

IPS INFLUENT PUMP STATION

ID INSIDE DIAMETER

IR INTERNAL RECYCLE

INT INTERSECTION

IE INVERT ELEVATION

INV INVERT

IP IRON PIPE

IR IRON ROD

IRR IRRIGATION

IV IRRIGATION VALVE

JT JOINT

JB JUNCTION BOX

JD JURISDICTION LINE

LN LANE

LT LEFT

LS LIFT STATION

LP LIGHT POLE

LF LINEAR FEET

LCL2 LIQUID CHLORINE

LL LOT LINE

LP LOW POINT

MAG MAGNETIC

MB MAIL BOX

MH MANHOLE

MARV MANUAL AIR RELEASE VALVE

MAVV MANUAL AIR/VACUUM VALVE

MFR MANUFACTURER

MPS MASTER PUMP STATION

MTL MATERIAL

MAX MAXIMUM

MHW MEAN HIGH WATER

MLW MEAN LOW WATER

(M) MEASURED

MECH MECHANICAL

MJ MECHANICAL JOINT

MG MILLION GALLON

MGD MILLION GALLONS PER DAY

MIN MINIMUM

MISC MISCELLANEOUS

MES MITERED END SECTION

ML MIXED LIQUOR

MOD MODIFIED

MON MONUMENT

MO MOTOR OPERATED

MOV MOTOR OPERATED VALVE

MT MOUNT

NPT NATIONAL PIPE THREAD

NC NORMALLY CLOSED

NO NORMALLY OPEN

N NORTH or NORTHING

N-S NORTH-SOUTH

N/A NOT APPLICABLE or NOT AVAILABLE NIC NOT INCLUDED or NOT IN CONTRACT

NTS NOT TO SCALE

NO or # NUMBER OC ON CENTER or ODOR CONTROL

O/S OFFSET

OP OPEN PIPE

OPNG OPENING

O/E OR EQUAL

OD OUTSIDE DIAMETER

O/A OVERALL

OHE OVERHEAD ELECTRIC

OHL OVERHEAD LIGHT or LINE

OHT OVERHEAD TELEPHONE

OHW OVERHEAD WIRE

PG PAGE

PVMT PAVEMENT

PED PEDESTAL or PEDESTRIAN

PBO PERMANENT BLOW OFF

PRM PERMANENT REFERENCE MONUMENT

PV PINCH VALVE

PE PLAIN END or PLANT EFFLUENT

PB PLAT BOOK

PL PLATE, PLACE or PROPERTY LINE

PLV PLUG VALVE

PNT POINT

PCC POINT OF COMPOUND CURVATURE

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENT or POINT

PVI POINT OF VERTICAL INTERSECTION

PLS POLYMER SOLUTION PIPE

PVC POLYVINYL CHLORIDE

PW POTABLE WATER

LB or # POUND

PSI POUNDS PER SQUARE INCH

PP POWER POLE

PCV PRESSURE CONTROL VALVE

PRV PRESSURE REDUCING VALVE

PTE PRETREATED EFFLUENT

PSL PRIMARY SLUDGE LINE

PLS PROFESSIONAL LAND SURVEYOR

PSM PROFESSIONAL SURVEYOR & MAPPER

PROP PROPOSED

PL PROPERTY LINE

PID PROPERTY IDENTIFICATION

PS PUMP STATION

PO PUSH ON

R RADIUS

RP RADIUS POINT

RR RAIL ROAD

ROFCV RATE OF FLOW CONTROL VALVE

RS RAW SEWAGE

RWM RAW WATER MAIN

RCW RECLAIMED WATER

(R) RECORD DATA

RED REDUCER

REF REFERENCE

RLS REGISTERED LAND SURVEYOR

RCP REINFORCED CONCRETE PIPE

REINF REINFORCING

RJW REJECT WATER

REQD REQUIRED

RWGV RESILIENT WEDGE GATE VALVE

RMF RESOURCE MANAGEMENT FACILITY

RRF RESOURCE RECOVERY FACILITY

RAS RETURN ACTIVATED SLUDGE

RU REUSE

RT RIGHT

R/W RIGHT OF WAY

RIM RIM ELEVATION

RD ROOF DRAIN / ROAD

RND ROUND

SP SAMPLE POINT

SCO SANITARY CLEANOUT

SMH SANITARY SEWER MANHOLE

SAN SANITARY SEWER

SCH SCHEDULE

SC SCUM

SE SECONDARY EFFLUENT

S-T-R SECTION, TOWNSHIP & RANGE

SIR SET IRON ROD

SIRC SET IRON ROD & CAP

SHT SHEET

S/W SIDE WALK

SWD SIDE WATER DEPTH

SL SLUDGE

NaOCI SODIUM HYPOCHLORITE SOLUTION

SPECS SPECIFICATIONS

SPLWY SPILLWAY

SH SPRINKLER HEAD

SQ SQUARE

SF SQUARE FEET

SS STAINLESS STEEL

STD STANDARD

SR STATE ROAD

STA STATION

STM STORM

STY STORY

ST STREET

SN SUPERNATANT

SL SURVEY LINE

TS&V TAPPING SLEEVE & VALVE

TEL TELEPHONE

TEMP TEMPORARY

TBO TEMPORARY BLOW OFF

THK THICK

TSL THICKENED SLUDGE LINE

TSR THICKENED SLUDGE RETURN

THD THREADED

TOS TOE OF SLOPE

TOB TOP OF BANK or BERM

TOC TOP OF CURB

TC TOP OF CURVE

TSS TOTAL SUSPENDED SOLIDS

TWE TRUCK WASH EFFLUENT

TYP TYPICAL

UD UNDERDRAIN

UDCO UNDERDRAIN CLEANOUT

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UGT UNDERGROUND TELEPHONE

USC & GS UNITED STATES COASTAL &

GEODETIC SURVEY

UB UTILITY BOX

VTH VACUUM TEST HOLE (SOFT DIG)

VAR VARIOUS

VTR VENT THRU ROOF

VERT VERTICAL

VCP VITRIFIED CLAY PIPE

WAS WASTE ACTIVATED SLUDGE

WM WATER MAIN / WATER METER

WS WATER SERVICE

WV WATER VALVE

WWM WELDED WIRE MESH

W/ WITH

W/O WITHOUT

WLP WOOD LIGHT POLE

WPP WOOD POWER POLE

WTP WOOD TELEPHONE POLE

YD YARD

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MAY 2026

E N

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P R

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Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

PLAN

SHEET ON WHICH

DETAIL IS DRAWN

DETAIL DESIGNATION

SHEET ON WHICH

SECTION IS DRAWN

SECTION DESIGNATION

D1.02

DETAIL TITLE TARGET

SHOWN VARIOUS

SHEETS

DETAIL DESIGNATION

SECTION TITLE TARGET

SHEET ON WHICH

SECTION IS CUT

SECTION DESIGNATION

SUBTITLE OR DESCRIPTION AS RQUED

SECTION & DETAIL TARGET

THIS SYMBOLOGY TO BE

USED FOR SHORT SECTION

CUTS ONLY.SECTION LINE

GENERAL SYMBOLS

DESCRIPTION EXISTING NEW

WATER VALVE

WATER METER

FIRE HYDRANT

AIR RELEASE VALVE

GRAVITY SEWER LINE

FORCE MAIN

SEWER MANHOLE

CLEAN OUT

STORM DRAIN

CATCH BASIN

JUNCTION BOX

GAS LINE

GAS VALVE

PAVED ROAD

CURB & GUTTER

DIRT/GRAVEL ROAD

SIDEWALK

GUARD RAIL

FENCE LINE (LINK)

FENCE LINE (WOOD)

TREE LINE

SILT FENCE

UNDERGROUND FIBER OPTIC

ARV

18SD

DIRT ROAD

8FM

8S SS

POWER POLE

SERVICE POLE

LIGHT POLE

CONCRETE MONUMENT

BUILDING

MATERIALS

EARTH OR GRADE

CONCRETE

ASPHALTIC PAVEMENT

2G GAS

BENCHMARK

GRATING

GENERAL NOTES:

1. SIMPLIFIED JOINT SYMBOL IS USED FOR ALL SINGLE LINE PIPING

SHOWN ON THE INTERIOR AND EXTERIOR PIPING DRAWINGS.

2. BOTH SIMPLIFIED AND COMPLEX JOINT REPRESENTATIONS MAY BE

SHOWN ON THE DRAWINGS.

3. UNLESS MODIFIED BY THE GENERAL PROJECT NOTES OR DETAILED

ON THE LAYOUT AND SCHEMATIC DRAWINGS PIPE AND FITTING

JOINT REQUIREMENTS FOR THE VARIOUS PIPE MATERIALS ARE

DEFINED IN THE SPECIFICATIONS.

4. THE CONTRACTOR SHALL CLEAN AND BACTERIOLOGICALLY CLEAR

ALL POTABLE WATER LINES IN ACCORDANCE WITH AWWA C651,

LATEST EDITION.

5. FOR ABBREVIATIONS IN ARCHITECTURAL, STRUCTURAL,

ELECTRICAL, PLUMBING, HVAC, AND INSTRUMENTATION SEE OTHER

DISCIPLINE DRAWINGS IN THIS PLAN SET.

GENERAL SYMBOLS

EXISTING PROPOSED

CRUSHED STONED

PAVING

FLANGED JOINT

ADAPTER

FIRE EXTINGUISHERFE

BFP

REDUCED PRESSURE PRINCIPLE

BACKFLOW PREVENTER

DOUBLE CHECK VALVE BACKFLOW

PREVENTERBFP

TRANSMITTER

D: DENSITY

F: FLOW

L: LEVEL

P: PRESSURE

PRESSURE GAUGE

RUBBER EXPANSION JOINT

NEW MAIN THIS PROJECT

SOIL BORING

PIEZOMETER

EXISTING CONTOUR

NEW CONTOUR

EXISTING SPOT ELEVATION

NEW SPOT ELEVATION

EXISTING STRUCTURES

(TO BE MODIFIED)

EXISTING STRUCTURES

(TO BE REMOVED)

FUTURE STRUCTURES

PIPING SYMBOLOGY

FLANGED JOINT SIMPLIFIED

REPRESENTATION.

FLANGED JOINT COMPLEX

REPRESENTATION.

MECHANICAL JOINT COMPLEX

REPRESENTATION.

DIRECTION OF FLOW

FLOW METER, GENERAL SYMBOL

VENTURI FLOW METER

VALVE SYMBOLOGY

UNCLASSIFIED. TYPE AS SHOWN ON THE

DRAWINGS ADJACENT TO SYMBOL

FLOW METER

TELESCOPING VALVE

KNIFE GATE VALVE

GLOBE VALVE

BALL VALVE

3-WAY BALL VALVE

GATE VALVE

4-WAY BALL VALVE

NEEDLE VALVE

PINCH VALVE

DIAPHRAM VALVE

BUTTERFLY VALVE

PLUG VALVE

CHECK VALVE

BALL CHECK VALVE

SOLENOID VALVE

MOTOR OPERATED VALVE

MUD VALVE

FLOOR DRAIN

CALIBRATION CYLINDER

AIR RELEASE VALVE

PIPE TAG

(3) 6" PVC PW

PIPE MATERIAL (OPTIONAL)

ABBREVIATED PROCSS LINE

DESCRIPTION

NOMINAL PIPE SIZE

NUMERICAL INDICATOR

FOR MULTIPLE IDENTICAL

FLOWSTREAMS

VALVE TAG (OPTIONAL)

16" SBT-BV-4

NUMERICAL INDICATOR

UNIQUE NUMBER ASSIGNED

TO EACH GATE USED

(OPTIONAL IF NO SCHEDULE)

ABBREVIATION INDICATING

TYP OF VALVE, i.e. GATE, PLUG, BUTTERFLY, ETC

PROCESS FLOW STREAM

OR STRUCTURE

VALVE SIZE

SB-1

PZ-1

x12.00

12.00

SECTION A

M1.01

DETAIL 1

BUR

CONT

EXP

SUB

ENC

BURIED

CONTAINMENT

EXPOSED

SUBMERGED

CONCRETE ENCASED

EXPOSURE

CPVC

FRP

PVC

DUCTILE IRON

CHLORINATED POLYVINYL CHLORIDE PIPE

CARBON STEEL

FIBERGLASS REINFORCED PLASTIC

POLYVINYL CHLORIDE

STAINLESS STEEL

MATERIAL

RMJ

SWJ

THRD

FLANGED

MECHANICAL JOINT

RESTRAINED MECHANICAL

WELDED JOINT

SOLVENT WELD JOINT

THREAD(ED)

JOINT TYPE

ALP

BWD

BYP

CDR

CEN

DSL

FOR

FOS

LPO

NPW

PYS

RAS

RCW

RJW

SHC

SPC

SRS

SSM

WAS

ALUM

AIR LOW PRESSURE

BACKWASH DRAIN

BYPASS

CONTAINMENT DRAIN

CENTRATE

DRAIN-SANITARY

DRAIN

DIGESTED SLUDGE

DECANT SLUDGE

FILTERED EFFLUENT

FUEL OIL RETURN

FUEL OIL SUPPLY

HOT WATER-POTABLE

LIQUID POLYMER

MIXED LIQUOR

NON POTABLE WATER

ODOR CONTROL

OVERFLOW

PLANT EFFLUENT

POTABLE WATER

POLYMER SOLUTION

RETURNED ACTIVATED SLUDGE

RECLAIMED WATER

REJECT WATER

RAW SEWAGE

SAMPLE

SCUM

SECONDARY EFFLUENT

SODIUM HYPOCHLORITE

SUPPLEMENTAL CARBON

SCREENED RAW SEWAGE

SECONDARY SCUM

VENT

WASTE ACTIVATED SLUDGE

WATER MAIN

PROCESS FLOW IDENTIFICATION

A D2.01

FLOW METERM

SAMPLERS

VAR

AutoCAD SHX Text

SCALE: 1/4" =1'-0"

AutoCAD SHX Text x

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

SCALE: NTS

, 2

C :\U se rs

\k st ep he ns \D

C \A

C C

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\P ro je ct

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-P ro d\

-D w gs \G

-P F-

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.d w g

G-5

MAY 2026

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Phone: (904) 593-5610 www.Ardurra.com

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Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

SPLITTER BOX

PROCESS UNIT NO 1

PROCESS UNIT NO 2

CLARIFIER NO 1

MECHANICAL

SCREEN

MANUAL BAR

SCREEN

CLARIFIER NO 2

GRIT

SURGE TANK

NRCY PUMP

(TYP OF 2)

NRCY PUMP

(TYP OF 2)

RAS/WAS PUMP

(TYP OF 2)

1S T

2N D

(6 7, GA

O N

(3 3, GA

1S T

2N D

(6 7, GA

O N

(3 3, GA

N (5

RAS/WAS PUMP

(TYP OF 2)

6" RAS

8" D

8" DRAIN

6" RAS

6" W

8" W

LINE "A"

(SEE SHEET G-6

FOR CONTINUATION)

LINE "B"

(SEE SHEET G-6

FOR CONTINUATION)

LINE "C"

(SEE SHEET G-6

FOR CONTINUATION)

BLOWER

(TYP OF 3)

N (5

LINE "D"

(SEE SHEET G-6

FOR CONTINUATION)

8" WAS

16" CE

16"

2" RW2" RW

SURGE PUMP

(TYP OF 2)

INFLUENT FLOW METER

COMPOSITE SAMPLER

, 2

C :\U se rs

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Phone: (904) 593-5610 www.Ardurra.com

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Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

CHLORINE CONTACT BASIN

EFFLUENT TRANSFER PUMP

(TYP OF 2)

DIGESTER

IN-PLANT LIFT STATION

RIBS

FILTER NO 1

FILTER NO 2

BACKWASH PUMP

(TYP OF 2)

16"

CCC NO 1

CCC NO 2

EFFLUENT PUMP

(TYP OF 3)

REUSE STORAGE TANK

(1.5 MG)

8" DRAIN

LINE "A"

(SEE SHEET G-5

FOR CONTINUATION)

LINE "B"

(SEE SHEET G-5

FOR CONTINUATION)

LINE "C"

(SEE SHEET G-5

FOR CONTINUATION)

16"

ON-SITE REUSE PUMP

(TYP OF 2)

LINE "D"

(SEE SHEET G-5

FOR CONTINUATION)

2" RW

16"

TO HEADWORKS

BACKWASH PUMP

(TYP OF 2)

TO BIOSOLIDS

DEWATERING BUILDING

8" WAS

EFFLUENT

WET WELL

GENERATOR

BIOSOLIDS

DEWATERING

BUILDING

ODOR CONTROL

HEADWORKS

APPROXIMATE

BOUNDARY

FILTERS

CHLORINE

CONTACT

BLOWERS

PEAK SHAVING TANK

PROPERTY

BOUNDARY

PROPERTY

BOUNDARY

RECLAIMED WATER

HYDRO TANK

STORM WATER

MANAGEMENT AREA

BLOWERS

DIGESTER

TANK

ADMINISTRATIVE

BUILDING

MAINTENANCE

BUILDING

OPERATIONS

BUILDING

PROCESS

UNIT NO. 1

PROCESS

UNIT NO. 2

REUSE STORAGE

TANK

UTILITY EASEMENT

M ay

, 2

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-D w gs \C

-S P

-O M

.d w g

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

C-1

E X

N G

E P

M A

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O U

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S O

W E

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P R

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N O

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Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

SCALE: 1"=40'

20' 40' 80'

ISSUED FOR BID

MAY 2026

NOTES:

1. AERIAL PHOTO BACKGROUND DATE MARCH 2021 FROM F.D.O.T AERIAL

PHOTOGRAPHY ARCHIVE.

EFFLUENT

WET WELL

GENERATOR

BIOSOLIDS

DEWATERING

BUILDING

ODOR CONTROL

HEADWORKS

APPROXIMATE

BOUNDARY

30' BUFFER

FILTERS

CHLORINE

CONTACT

BLOWERS

PEAK SHAVING TANK

PROPERTY

BOUNDARY

PROPERTY

BOUNDARY

30' BUFFER

PROPOSED

BLOWERS

& PIPING

STORM WATER

MANAGEMENT AREA

DIGESTER

TANK

ADMINISTRATIVE

BUILDING

MAINTENANCE

BUILDING

OPERATIONS

BUILDING

PROCESS

UNIT NO. 1

PROCESS

UNIT NO. 2

REUSE STORAGE

TANK

UTILITY EASEMENT

M ay

, 2

C :\U se rs

\d lu go .A

D \D

C \A

C C

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\P ro je ct

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-P ro d\

-D w gs \C

-S P

-O M

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C-2

MAY 2026

E P

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Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

SCALE: 1"=40'

20' 40' 80'

NOTE:

1. SEE DEMOLITION PLANS FOR EQUIPMENT AND ITEMS TO BE REMOVED.

Point Table Point #

Elevation

96.30

Northing

1716730.39

1716728.39

1716699.64

Easting

569710.43

569730.10

569732.10

5 96.30 1716699.64 569710.43

SAN SAN SAN

SAN

SAN SAN SAN SAN SAN SAN SAN

SAN SAN

SAN

SAN SAN SAN SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN

SAN

per the 2019 as built this is the ID point 23 per the 2019 as per the 2019 as built this is the ID point 41 per the 2019 as built this is the ID point 40 per the 2019 as built this is the ID point 42 per the 2019 as built this is the ID point 39

EXISTING BLOWERS

TO BE REMOVED

AIR PIPING TO BE

MODIFIED WITH

NEW BLOWERS

BLOWERS

1 2

21.67'

CORNER CLIPPED TO AVOID PIPING

EXISTING BIO-REACTOR

M ay

, 2

C :\U se rs

\d lu go .A

D \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

\P ro je ct

F ile s\

-P ro d\

-D w gs \C

-G E

-O M

.d w g

C-3

MAY 2026

G E

O M

Y P

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P R

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B Y

Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

SCALE: 1"=10'

5' 10' 20'

SITE PLAN AREA ENLARGEMENT

BLOWERS

16" EFFLUENT

8" DRAIN

IN PLANT RETURN

8" DRAIN

12" INFLUENT

8" WAS

IN PLANT RETURN

YARD DRAIN

GE 95.75

INV 92.75 (W)

CONCRETE COLLAR

INV 92.10 (E)

63 LF OF 6" PVC

SCH 40 @1.04%

M ay

, 2

C :\U se rs

\d lu go .A

D \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

\P ro je ct

F ile s\

-P ro d\

-D w gs \C

-Y P

-O M

.d w g

C-4

MAY 2026

Y A

R D

M A

N C

O U

E S

S O

W E

S T

R E

N A

L W

R F

P R

O V

E M

R E

B Y

Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

SCALE: 1"=10'

5' 10' 20'

DRAIN COLLAR DETAIL

6" per the 2019 as built this is the ID point 23 per the 2019 as built this is the ID point 88 per the 2019 as built this is the ID point 41 per the 2019 as built this is the ID point 40 per the 2019 as built this is the ID point 42 per the 2019 as built this is the ID point 39

95 96

1 2

BLOWERS

SEE NOTE 1

AIR PIPING SUPPORTS

AND FOOTERS

YARD DRAIN

RIM 95.75

INV 92.75 (W)

SUMP 92.25

CONCRETE COLLAR

INV 92.10 (E)

63 LF OF 6" PVC @

1.04%

Point Table Point #

Description

CONCRETE SLAB

Elevation

96.30

M ay

, 2

C :\U se rs

\d lu go .A

D \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

\P ro je ct

F ile s\

-P ro d\

-D w gs \C

-G R

D R

-O M

.d w g

C-5

MAY 2026

G R

A D

A N

D D

R A

G E

M A

N C

O U

E S

S O

W E

S T

R E

N A

L W

R F

P R

O V

E M

R E

B Y

Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

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After hours: 352-307-6000

LEGEND:

= EXISTING SPOT ELEVATION

= PROPOSED SPOT ELEVATION

= EXISTING MINOR CONTOUR (1FT)

= EXISTING MAJOR CONTOUR (5FT)

= PROPOSED MINOR CONTOUR (1FT)

= PROPOSED MAJOR CONTOUR (5FT)

= EXISTING FLOW ARROW

=PROPOSED FLOW ARROW

= POINT NUMBER

100.00

SCALE: 1"=10'

5' 10' 20'

NOTES:

1. INSTALL 0.5" EXPANSION JOINT, MATCH EXISTING ELEVATION OF CONCRETE SLAB.

ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLAN

SUMP DEPTH

PER PLAN

4" MIN

HEIGHT PER PLAN

VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:

4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

INTEGRATED DUCTILE IRON

FRAME & GRATE TO MATCH BASIN O.D.

NYLOPLAST 24" DRAIN BASIN:

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

TOP SOIL

GRATE/COVER

4" MIN ON 8" - 24"

6" MIN ON 30" & 36"

GENERAL CONDITIONS

1. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE MECHANICAL, CIVIL, ELECTRICAL 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 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 WHILE

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. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO

NOT INDICATE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL

MEASURES NECESSARY TO PROTECT EXISTING AND NEW STRUCTURES DURING

CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING,

SHORING, ET CETERA FOR ALL CONSTRUCTION PHASE LOADS.

7. ANY EQUIPMENT THAT MAY INDUCE VIBRATION TO THE STRUCTURE SHALL BE ADEQUATELY

ISOLATED FROM THE STRUCTURE.

8. 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.

DESIGN CRITERIA

1. DESIGN BUILDING CODE: 2023 FLORIDA BUILDING CODE, 8TH EDITION

2. REINFORCED CONCRETE: ACI 318-19 "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE"

3. STRUCTURAL STEEL: AISC MANUAL OF STEEL CONSTRUCTION, 15TH EDITION

4. ALUMINUM: ADM1-2020, ALUMINUM DESIGN MANUAL

5. DEAD LOADS: ACTUAL WEIGHT

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. RAIN LOADS:

RAIN INTENSITY 4.5 IN/HR

RAIN LOAD, R 10.4 PSF

8. RISK CATEGORY: III

9. WIND DESIGN CRITERIA:

ULTIMATE DESIGN WIND SPEED, VULT 147 MPH

NOMINAL DESIGN WIND SEED, VASD 114 MPH

EXPOSURE CATEGORY C

ENCLOSURE CLASSIFICATION ENCLOSED STRUCTURE

INTERNAL PRESSURE COEFFICIENT, GCpi + / - 0.18

TORNADO WIND SPEED, VT 50 MPH

EFFECTIVE PLAN AREA, AE 1,230 SF

IS TORNADO WIND DESIGN EXEMPT YES, VT < 60 MPH

10. SNOW LOAD: N/A

11. SEISMIC DESIGN CRITERIA: N/A

FOUNDATIONS

GEOTECHNICAL REPORT:

1. GEOTECHNICAL REPORT "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL

ENGINEERING EVALUATION" PREPARED BY GEO HYDRO ENGINEERS, GEO-HYDRO PROJECT

NUMBER 160205.20, DATED MAY 3, 2015. ANY INTERPRETATION OF THE CONTENTS OF THE

GEOTECHNICAL REPORT IS THE RESPONSIBILITY OF THE CONTRACTOR.

FOUNDATION DESIGN:

1. ALLOWABLE BEARING PRESSURE FOR MAT SLAB: 2,000 PSF

CONCRETE (CAST-IN-PLACE)

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 METHOD 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.

REINFORCING STEEL

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, 2"

WATER OR EXPOSED TO WEATHER

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.

5. UNLESS OTHERWISE NOTED, THE MINIMUM REINFORCING FOR WALLS AND SLABS SHALL BE AS

FOLLOWS.

STRUCTURAL STEEL

1. DESIGN, FABRICATION, ERECTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE

WITH THE LATEST AISC SPECIFICATIONS AND THE DESIGN DRAWINGS.

2. STEEL MATERIAL:

a. W-SHAPED SECTIONS : ASTM A992, GRADE 50

b. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B

c. ALL OTHER STRUCTURAL STEEL: ASTM A36

d. ALL PIPE: ASTM A53, GRADE B

3. WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS STRUCTURAL

WELDING CODE REQUIREMENTS. ELECTRODES SHALL BE E-70XX. SUBMIT CERTIFICATIONS THAT

WELDERS ARE QUALIFIED IN ACCORDANCE WITH AWS D1.1 ON THE SHOP AND FIELD WELDED

PROCEDURES TO BE USED. CERTIFICATION SHALL BE WITHIN PREVIOUS 12 MONTHS.

4. BOLTED CONNECTIONS:

a. MAIN CONNECTIONS: 3/4" DIA, ASTM A325 BOLTS. HOLES: 13/16" DIA CONNECTION SHALL BE

"BEARING" TYPE WITH THREADS EXCLUDED FROM THE SHEAR PLANE.

b. SECONDARY CONNECTION: 3/4" DIA, ASTM A307 GRADE A BOLTS.

c. ALL CONNECTION SHALL HAVE A MINIMUM OF TWO BOLTS. GUSSET PLATES SHALL BE A

MINIMUM OF 3/8" THICK.

d. ALL COLUMNS AND POSTS SHALL HAVE MILLED ENDS FOR FULL BEARING AT BASE PLATES.

e. ALL FIELD WELDS MUST BE TOUCHED-UP WITH A HEAVY COAT OF ZINC RICH PAINT IN

ACCORDANCE WITH ASTM A780.

5. ALL STEEL FABRICATIONS SHALL BE MATCH MARKED FOR FIELD ASSEMBLY.

6. WHERE GALVANIZED STEEL IS INDICATION ON THE DRAWINGS ALL STEEL IS TO BE HOT-DIPPED

GALVANIZED IN ACCORDANCE WITH ASTM A123.

6. WHERE GALVANIZED STEEL HARDWARE IS INDICATION ON THE DRAWINGS ALL HARDWARE IS TO

BE GALVANIZED IN ACCORDANCE WITH ASTM A153.

ALUMINUM

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

TYPE 316, UNLESS NOTED OTHERWISE.

4. ALL WELDING OF ALUMINUM STRUCTURES SHALL CONFORM TO "STRUCTURAL WELDING CODE -

ALUMINUM", AWS D1.2, LATEST EDITION.

STAINLESS STEEL

1. STAINLESS STEEL MATERIALS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

a. EXTERIOR AND SUBMERGED USE: TYPE 316

TYPE 316L (WHERE WELDED)

a. INTERIOR AND ARCHITECTURAL USE : TYPE 304

TYPE 304L (WHERE WELDED)

2. ALL WELDING OF STRUCTURAL STAINLESS STEEL SHALL CONFORM TO "STRUCTURAL WELDING CODE - STAINLESS STEEL", AWS D1.6, LATEST EDITION. ELECTRODES SHALL BE E-318 316L

STAINLESS STEEL.

3. STAINLESS STEEL PLATES, SHEETS AND WASHERS SHALL BE IN ACCORDANCE TO ASTM A240.

4. STAINLESS STEEL W SHAPES, CHANNELS AND ANGLES SHALL BE IN ACCORDANCE TO ASTM

A276.

5. ALL BUILT-UP ASSEMBLIES SHALL BE FUSED BY LASER IN ACCORDANCE WITH ASTM A1069 FOR

NON TUBULAR SHAPES OR WELDED IN ACCORDANCE WITH ASTM A554 FOR TUBULAR SHAPES.

6. STAINLESS STEEL BOLTS AND THREADED RODS SHALL BE TYPE 316 IN ACCORDANCE TO ASTM

F593 UNLESS NOTED OTHERWISE.

7. STAINLESS STEEL NUTS SHALL BE TYPE 316 IN ACCORDANCE TO ASTM F594 UNLESS NOTED

OTHERWISE.

FLOTATION CONSIDERATION

1. STRUCTURES WERE DESIGNED TO BE NON-BUOYANT AFTER THEY ARE PLACED INTO

OPERATION. THEREFORE THE STRUCTURES MAY BE BUOYANT DURING CONSTRUCTION.

GENERAL CONTRACTOR SHALL PROTECT ALL STRUCTURES FROM FLOTATION DURING

CONSTRUCTION REGARDLESS OF GROUND WATER LEVELS UNTIL STRUCTURES ARE PLACED

INTO OPERATION.

PRE-ENGINEERED METAL BUILDING

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 SIGNED AND SEALED SHOP DRAWINGS AND CALCULATION PREPARED 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 13121 "PRE-ENGINEERED METAL BUILDING" FOR REQUIREMENT IN

ADDITION TO THESE NOTES.

GENERAL STRUCTURAL NOTES STRUCTURAL ABBREVIATIONS

& 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

CTR CENTER

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

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

MINIMUM REINFORCING

THICKNESS 6" 8" 10" 12" - 16" 18" - 22" 24"

REINF. EACH WAY #4 @ 12" #5 @12" #5 @ 12" #5 @ 12" #6 @ 12" #7 @ 12"

LOCATION CTR CTR EF EF EF EF

DWG. NODWG. NO. OF

SECTION VIEW

SECTION NO. DETAIL NO.

ELEVATION TAGT/SLAB

EL.0.00

COLUMN OR WALL LINE TAG

BUILDING SECTION

INDICATOR DETAIL

INDICATOR

SYMBOLS APPLY TO "S" SHEETS ONLY

EARTH FILL

UNDISTURBED EARTH

GROUT OR SAND (AS NOTED)

COMPACTED GRANULAR FILL

CONCRETE

DEMOLITION

EXISTING

CONCRETE

STEEL

PRECAST CONCRETEGRATING

STRUCTURAL LEGEND APPLIES TO "S" SHEETS ONLY

SYMBOLSLEGEND

S00

INDICATES DETAIL SECTION

CUT (WHERE SHOWN)

M ay

1, P

:\A rd ur ra

\2 4-

O ak

R un

W W

E xp an si on

\D ra w in gs \O a nd

M S tr uc tu ra l\S -1

.d w g

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

1320 WILIFRED DRIVE

ORLANDO, FL 32803

P: 407.219.4454 COA Lic. No: 31920

WEKIVA PROJECT #24-170

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

ISSUED FOR BID

MAY 2026

JOB NO: 2024-1306

N C

O U

S S

O U

E S

T R

E G

A L

W R

F O

R O

V E

M E

R E

Phone: (904) 593-6510 www.Ardurra.com

S-1

U C

S, AB

O N

S, L

D A

N D

PROPOSED PIPING PER

"M" DRAWINGS; NOT

SHOWN IN ENTIRETY FOR

CLARITY

PROPOSED PIPE SUPPORT

PER DETAIL; PROVIDE

SUPPORTS ALONG LENGTH

OF PIPE AT 15'-0" OC

S-3

BLOWER SLAB

3/8"=1'-0"

PLAN

'-9

21'-8"

12" SLAB REINF W/

#5AT10", EW T&B

EQUIP PAD

PER DETAIL,

TYP

S-3

14'-0" 14'-0"

1' -2

-4

9' -6

2'-6"

THICKEN SLAB TO

18" OVER WIDTH

SHOWN

M ay

1, P

:\A rd ur ra

\2 4-

O ak

R un

W W

E xp an si on

\D ra w in gs \O a nd

M S tr uc tu ra l\S -2

.d w g

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

1320 WILIFRED DRIVE

ORLANDO, FL 32803

P: 407.219.4454 COA Lic. No: 31920

WEKIVA PROJECT #24-170

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

ISSUED FOR BID

N C

O U

S S

O U

E S

T R

E G

A L

W R

F O

R O

V E

M E

R E

Phone: (904) 593-6510 www.Ardurra.com

S-2

STANDARD HOOK DEVELOPMENT

LENGTH

BAR SIZE

#10

#11

90° STD

HOOK "A"

10"

1'-0"

1'-2"

1'-4"

1'-7"

1'-10"

2'-0"

10"

1'-0"

1'-2"

1'-3"

1'-5"

1'-7"

90° HOOK

180° HOOK

4 BAR DIA.

2" MIN.

4 BAR DIA. (#3 TO #8 BAR)

5 BAR DIA. (#9 TO #11 BAR)

ld ldh ldh

MIN. LAP LENGTH

*SPACING NOT TO BE GREATER THAN 1/5

LAP LENGTH OR 6IN. WHICH EVER IS LESS

180° STD

HOOK "J"

1'-11 4"

1'-23 4"

DEVELOPMENT

LENGTH,

ldh

*FOR STD HOOK BAR GEOMETRY

NOT SHOWN REFER TO MINIMUM ACI

REQUIREMENTS

BAR SIZE

OTHER BARS

#10

#11

TOP BARS

DEVELOPMENT LENGTH, ld

1'-7"

2'-1"

2'-7"

3'-1"

4'-6"

5'-2"

5'-10"

6'-6"

7'-3"

1'-3"

1'-7"

2'-0"

2'-4"

3'-6"

3'-11"

4'-6"

5'-0"

5'-7"

CONCRETE STRENGTH f`c= 4,000 PSI OR GREATER

NOTES:

1. GRADE 60 UNCOATED REINFORCEMENT

2. SPLICE LENGTHS GIVEN ABOVE ARE TO BE USED

UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS.

3. "TOP BARS" INCLUDE ALL TOP BARS IN SLABS AND ALL WALL HORIZONTALS.

TOP BARS

LAP LENGTH (CLASS B SPLICE)

2'-0"

2'-8"

3'-4"

4'-0"

5'-10"

6'-8"

7'-6"

8'-6"

9'-6"

1'-7"

2'-0"

2'-7"

3'-1"

4'-6"

5'-2"

5'-10"

6'-6"

7'-3"

OTHER BARS

REBAR MINIMUM TENSION DEVELOPMENT & LAP LENGTHS

MAXIMUM BAR SPACING AT NON-CONTACT LAPS:

BAR SIZE

#10

#11

DETAIL B

-NTS

STANDARD REINFORCEMENT DETAILS

DETAIL D

-NTS

CHAMFER

3/4" CHAMFER ALL

EXPOSED CORNERS

DETAIL C

-NTS

EQUIPMENT PAD

4" M

R P

F R

NOTE:

1. FOR EXISTING CONCRETE SLAB DRILL AND EPOXY

#5AT12" AROUND PERIMETER W/ 6" MIN EMBEDMENT.

BASIC SLAB

REINF PER PLAN

#4 AT 6"

ROUGHENED JOINT

SEE NOTE

COMPACTED

SUBGRADE

COMPACTED SUBBASE

PER SPECIFICATIONS

3/4" CHAMFER

6x6x3/8 GALV POST

ANCHORS PER PLAN

L4x7x1/4" LLH BENT PLATE

GALV OVER POST

1/2" DIA SS 316 "U"

BOLT TO TOP FLANGE

OF ANGLE

3/16" 3/16"

PIPING PER "M" SHEETS;

PROVIDE TEFLON BEARING PAD

BETWEEN PIPE AND ANGLE

AND SIZE "U" BOLT TO 1/4"

LARGER THAN OD OF PIPE; DO

NOT OVER-TIGHTEN "U" BOLT

C O

O R

D W

" S H

'-0

" M

1/2" NON-SHRINK

GROUT BELOW

BASE PLATE

4'-6"

SQR

1'-0"

MAX

3/8" STIFFENER PLATE

ON EACH SIDE OF

THE POST

1'-4"

1' -4

3/4"

CHAMFER,

TYP

(8)-#5 VERT W/

#3AT6" TIES w/ (3)

EQUALLY SPACED IN

THE TOP 5"

PLAN AT PEDESTAL

(4)-1" DIA SS TYPE 316

CAST-IN ANCHORS W/

12" MIN EMBED W/

NUT AT BOT OF

ANCHORS

12X12X1"

6" 6"

1' -0

PLAN AT

BASE PLATE

3/16"

1/4" CAP PLATE

1' -0

-0

1' -0

DETAIL A

-NTS

PIPE SUPPORT

#5 "U" BAR PER

SECTION; PROVIDE

8" LONG HORIZ LEG

#5 "U" BAR

LAPPING W/

VERT 1'-10"

PROVIDE FOOTING

AND PEDESTAL

WHERE SUPPORT IS

NOT LOCATED ON A

PROPOSED SLAB

DIMENSION MAY

BE REDUCED TO

0" AS NEEDED

#6AT12" T&B, EW

M ay

1, P

:\A rd ur ra

\2 4-

O ak

R un

W W

E xp an si on

\D ra w in gs \O a nd

M S tr uc tu ra l\S -2

.d w g

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

1320 WILIFRED DRIVE

ORLANDO, FL 32803

P: 407.219.4454 COA Lic. No: 31920

WEKIVA PROJECT #24-170

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

ISSUED FOR BID

N C

O U

S S

O U

E S

T R

E G

A L

W R

F O

R O

V E

M E

R E

Phone: (904) 593-6510 www.Ardurra.com

S-3

S U

R T

, 2

C :\U se rs

\k st ep he ns \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

\P ro je ct

F ile s\

-P ro d\

-D w gs \D

-B L-

O M

.d w g

M-1

MAY 2026

E X

N G

W E

R S

D E

M O

O N

M A

N C

O U

E S

S O

W E

S T

R E

N A

L W

R F

P R

O V

E M

R E

B Y

Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

SCALE: 3/8"=1'-0"

2' 4' 6'

PLAN

DEMOLISH BLOWER AND

EQUIPMENT PAD

(TYP OF 3)

DEMOLISH AIR PIPING (TYP)

REMOVE AND RELOCATE

EXISTING LIGHT POLE

(SEE ELECTRICAL FOR DETAILS)

PROCESS UNIT NO 2

PROCESS UNIT NO 1

DEMOLISH CONCRETE SLAB

AND SIDEWALK

8" DI IN-PLANT RETURN

8" DI IR

12" DI IR

8" DI

12" DI IR

12" INFLUENT

12" DI IR

12" INFLUENT

1/2" NaOCl FEED

2" NPW

SCALE: 3/8" =1'-0"

, 2

C :\U se rs

\k st ep he ns \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

\P ro je ct

F ile s\

-P ro d\

-D w gs \D

-B L-

O M

.d w g

M-2

MAY 2026

W E

R S

M A

N C

O U

E S

S O

W E

S T

R E

N A

L W

R F

P R

O V

E M

R E

B Y

Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

SCALE: 1/2"=1'-0"

1' 2' 4'

PLAN

'-9

10" 90° BEND

10" BFV

10" EXPANSION JOINT

(TYP OF 3)

10" 90° BEND

(TYP OF 2)

10" BFV W/

CHAIN WHEEL OPERATOR

(TYP OF 6)

21'-8"

4'-6" 10'-10" (TYP) 6'-4"

3' -0

P) 6'

-0

3' -5

CUT INTO EXISTING

10" AIR PIPE AND INSTALL

10 TEE

10" BFV

(TYP OF 2)

CONNECT TO EXISTING

10" EXPANSION JOINT

(TYP OF 2)

BLOWER NO 1

BLOWER NO 2

BLOWER NO 3

A M-3

PIPE SUPPORT (TYP)

(SEE STRUCTURAL SHEETS)

10" SS AIR

PROCESS UNIT NO 2

PROCESS UNIT NO 1

PIPE SUPPORT

(TYP OF 3)

MD-1

SLOPE PIPE 1%

(TO CONDENSATE BLOWOFF)

SLOPE PIPE 1%

(TO CONDENSATE BLOWOFF)

1/2" NaOCl FEED

2" NPW

3/4" CONDENSATE BLOWOFF

(TYP OF 2)

10" TEE

(TYP OF 3)

PRESSURE TRANSMITTER

(TYP OF 2)

I-6

SCALE: 3/8" =1'-0"

, 2

C :\U se rs

\k st ep he ns \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

\P ro je ct

F ile s\

-P ro d\

-D w gs \D

-B L-

O M

.d w g

W E

R S

E C

M A

N C

O U

E S

S O

W E

S T

R E

N A

L W

R F

P R

O V

E M

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B Y

Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

SCALE: 1/2"=1'-0"

1' 2' 4'

SECTION A

M-2

21'-8"

CL EL 98.30

CL EL 113.00±

(MATCH EXST CL ELEVATION)

GRADE EL 96.00

CONCRETE

EQUIPMENT PAD

BLOWER NO 1

4'-6" (TYP) 10'-10"

10" EXPANSION JOINT

10" BFV

10" 90° BEND

10" TEE

10" 90° BEND

10" SS AIR

TANK WALL

TOP OF WALL

EL 112.50±

3/4" BV SS

3/4" 90° BEND

3/4" THREADED BOSS CONNECTION

(2) 3/4" 45° BEND

PIPE SUPPORT

M-3

3/4" PVC CONDENSATE BLOWOFF

MD-1

10" SS

AIR

GRADE EL 96.00

PIPE SUPPORT (TYP)

(SEE STRUCTURAL SHEETS)

PIPE SUPPORT

(SEE STRUCTURAL SHEETS)

MD-1

CL EL 113.00±

(MATCH EXST CL ELEVATION)

S-3EL 96.30

SCALE: 1/2" = 1'-0"

, 2

C :\U se rs

\k st ep he ns \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

\P ro je ct

F ile s\

-P ro d\

-D w gs \D

-C C

-O M

.d w g

M-4

MAY 2026

E X

N G

C H

C O

C T

B A

D E

M O

O N

M A

N C

O U

E S

S O

W E

S T

R E

N A

L W

R F

P R

O V

E M

R E

Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

SCALE: 3/16"=1'-0"

4' 8' 16'

PLAN

3'-0"x1'-0" OPENING

(TYP OF 2)

DEMOLISH 16"

CONTROL VALVE

AND CONTROLS

TURBIDITY

SAMPLE PUMP

DRAIN SUMP

1/2" SH

3'-0" SQ ACCESS HATCH

(TYP OF 3)

EFFLUENT

SAMPLER

NPW BOOSTER STATION

CHLORINE

ANALYZER

TURBIDMETER

EFFLUENT WETWELL

CHLORINE CONTACT BASIN

EFFLUENT

PUMP NO 3

EFFLUENT

PUMP NO 2

EFFLUENT

PUMP NO 1

EFFLUENT

TRANSFER

PUMP NO 1

EFFLUENT

TRANSFER

PUMP NO 2

DEMOLISH

15,000 GALLON HYDROPNEUMATIC TANK AND

CONCRETE FOOTINGS

DEMOLISH

10" RCW

16" EFF

24" RCW

16" RCW

4" DRN

4" DRN3" NPW

12" MAG

METER

DEMOLISH

AIR COMPRESSOR

AND CONTROLS

SCALE: 3/16" =1'-0"

, 2

C :\U se rs

\k st ep he ns \D

C \A

C C

D oc s\ A rd ur ra , I nc \2

\P ro je ct

F ile s\

-P ro d\

-D w gs \D

-C C

-O M

.d w g

M-5

MAY 2026

E X

N G

C H

C O

C T

B A

M O

N S

M A

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O U

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S O

W E

S T

R E

N A

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P R

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Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

PLAN

3'-0"x1'-0" OPENING

(TYP OF 2)

TURBIDITY

SAMPLE PUMP

DRAIN SUMP

1/2" SH

3'-0" SQ ACCESS HATCH

(TYP OF 3)

EFFLUENT

SAMPLER

NPW BOOSTER STATION

CHLORINE

ANALYZER

TURBIDMETER

EFFLUENT WETWELL

CHLORINE CONTACT BASIN

EFFLUENT

PUMP NO 3

EFFLUENT

PUMP NO 2

EFFLUENT

PUMP NO 1

EFFLUENT

TRANSFER

PUMP NO 1

EFFLUENT

TRANSFER

PUMP NO 2

16" EFF

24" RCW

16" RCW

4" DRN

3" NPW

12" MAG

METER

ULTRASONIC TRANSDUCER W/

MANUFACTURER PROVIDED

MOUNTING BRACKET

LEVEL

TRANSMITTER

16" BFV (MOTOR OPERATED)

16" SPOOL PIECE (FLxPE)

16" RCW

SCALE: 3/16"=1'-0"

4' 8' 16'

SCALE: 3/16" =1'-0"

, 2

C :\U se rs

\k st ep he ns \D

C \A

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Phone: (904) 593-5610 www.Ardurra.com

2024-1306

Utilities 11800 S. U.S. Highway 441

Belleview, FL 34420

Phone: 352-307-6000 Fax: 352-307-6001

After hours: 352-307-6000

PROCESS PIPE

SEE NOTES 1, 2 & 3

SEE DETAIL "2"

PRESSURE SEAL WITH 1/4" NPT

CONNECTIONS (SEE SPECIFICATIONS)

SS TEST TAP (1/4" PIPE). LOCATE ON

LOWER DIAPHRAGM FLUSHING CONNECTION

WITH TEE.

1/4" TO MATCH SEAL MATERIAL

1/4" BV MATERIAL TO MATCH PIPE

MATERIAL

SEE DETAIL "3"

RESSURE GAUGE

NOTES:

1. FOR STEEL, GALVANIZED STEEL AND PVC 2-1/2" AND SMALLER,

USE A BUSING IN A TEE.

2. FOR DUCTILE IRON AND FIBERGLASS REINFORCED PLASTIC PIPE,

ALL SIZES, USE PIPE SADDLE WITH BUSHING.

3. FOR STEEL AND STAINLESS STEEL PIPES 3" AND LARGER, AND

PRESSURE VESSELS, USE THRED-O-LET AS SHOWN.

4. PROVIDE SNUBBER FOR POSITIVE DISPLACEMENT PUMP

INSTALLATIONS OR WHERE SHOWN ELSEWHERE.

13 1/4"8 1/2"8"4 1/4"2"3" 1 1/2"

4" 4"

2 1/2"

2 1/2" 2 1/2"

3 1/2" 3 1/2"

2 1/2"

3" 3"

1 1/2"

22 1/2" 24 1/2"

21 5/16"

9 15/16" 10 15/16"

17 15/16"24"

32" 36"

30" 6"

6" 6"

6" 8"

10"

18" 20"

16" 14" 12"

4" 3" 3" 3"

6" 6" 4" 4" 3"

13 1/2"

13 1/2" 13 1/2"

13 1/2"

13 1/2" 13 1/2"

5 1/2"

8 1/2" 6 7/8"

12 3/8" 13 7/8" 15 3/8"

4 1/2"

11" 11"

9" 9" 9" 9"

32 3/4" 34 3/4"

31 1/2"

25 1/2"

22 1/4" 20 3/4"

28 1/4"23 3/4"

28 1/4" 30 1/4"

27"

10 1/2"

13 1/2"

16 1/4" 17 3/4" 19 1/2"

11 3/4"

9 3/4"

21"

15"

15 1/4"

18 1/4" 16 1/2"

24"

19 3/4"

14 1/2"

DIMENSION TABLE

"D"PIPE SIZE "A" "B" "C" "E" MIN. "E" MAX.

"C"

"A"

"D"

SS PIPE SADDLE

SUPPORT

1 1/2" NON-SHRINK GROUT

STD. PIPE FLANGE ATTACH TO

CONC W/ (4) SS STUD TYPE

WEDGE ANCHORS.

SS PIPE

3" THRU 36" PIPE

NOTES:

1. PROVIDE HALF ROUND RIGID INSULATION & INSULATION PROTECTION SHIELD.

2. PROVIDE NEOPRENE WAFFLE ISOLATION PAD UNDER SUPPORT FOOT WHEN PIPING IS ISOLATED OR

SUPPORT IS ADJACENT TO MECHANICAL EQUIPMENT.

3. FOR BASE, HEIGHT, AND FLANGE DIMENSIONS, SEE TABLE.

1/2" CONCRETE ANCHOR, 6" OC

PIPE STRAP SS

NO. & SIZE OF PIPE(S) VARIES.

SEE PLANS

ADJUSTABLE FRAMING CHANNEL SS

NOTES:

1. ALL MATERIALS TO BE 316 SS.

GAUGE/DIAPHRAGM ASSEMBLY GAUGE MOUNTING

3" THRU 36" PIPE SUPPORT

(SADDLE TYPE)

CHEMICAL PIPING SUPPORT

DIMENSIONS

FLANGE CL 125 CRADLE MATERIAL THREAD STUD BASE PLATE EXTENSION PIPE REQ'D MINIMUM DIST. TO FLOOR

3" 1/2" x 2" 1" x 6" 4"x6"x1/4" 2" SCH 40 7"

4" 1/2" x 2" 1" x 6" 8"x8"x1/4" 2" SCH 40 7"

6" 1/2" x 2" 1" x 6" 8"x8"x1/4" 2" SCH 40 7"

8" 1/2" x 2 1/2" 1" x 6" 8"x8"x1/4" 2" SCH 40 7"

10" 1/2" x 2 1/2" 1" x 6" 8"x8"x1/4" 2" SCH 40 7"

12" 1/2" x 2 1/2" 1" x 6" 8"x8"x1/4" 2" SCH 40 7"

14" 5/8" x 3" 1 1/2" x 6" 8"x8"x1/2" 3" SCH 40 9 1/2"

16" 5/8" x 3" 1 1/2" x 6" 8"x8"x1/2" 3" SCH 40 9 1/2"

18" 3/4" x 3 1/2" 2" x 6" 8"x8"x1/2" 4" SCH 40 10"

20" 3/4" x 3 1/2" 2" x 6" 8"x8"x1/2" 4" SCH 40 10"

24" 3/4 x 4" 2" x 6" 8"x8"x1/2" 4" SCH 40 10"

NOTES:

1. FLANGE CRADLE ASTM A36.

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File details come from the government source that posted it. Updated Jun 23, 2026.