DRAWINGS.pdf

PDF 4 MB Posted Mar 7, 2025

Attached to: Moss Park Wastewater Treatment Plant Upgrades
Solicitation number: Y25-759-EB
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · May 11, 2025

The provided file is a comprehensive set of engineering drawings for the Moss Park Wastewater Treatment Facility (WWTF) Improvements Project, prepared by Black & Veatch Corporation for Orange County Utilities in Florida. The drawings, dated January 2024, cover multiple disciplines including civil, structural, mechanical, electrical, and instrumentation aspects of the facility upgrade. The project involves demolition of existing infrastructure, installation of new air piping and diffusers, concrete repairs, railing replacements, electrical system modifications, and blower and aeration system upgrades. The drawings provide detailed plans, sections, and specifications for the renovation of the Moss Park WWTF located at 12901 Moss Park Road in Orlando, Florida.

The project appears to be funded by Orange County, with an estimated cost of $1,825,000. The drawings indicate a comprehensive modernization of the wastewater treatment facility, including replacement of existing blower packages, air distribution systems, electrical infrastructure, and structural improvements. The design includes specifications for stainless steel air piping, diffuser systems, pipe supports, electrical grounding details, and hazardous classification boundaries. The project seems to focus on improving the facility's operational efficiency, updating aging infrastructure, and ensuring compliance with current engineering and safety standards. The 100% submittal drawings suggest the project is in its final design phase and preparing for construction bidding, with electronic bid submissions to be accepted through the OpenGov e-Procurement Platform.

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File	Type	Posted
Moss_Park_Wastewater_Treatment_Plant_Upgrades_(Addendum_#5_Revision).pdf	PDF	Apr 15, 2025
SPECS.pdf	PDF	Mar 7, 2025

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MOSS PARK WWTF

DRAWINGS FOR

ORANGE COUNTY UTILITIES

JANUARY 2024

2010 E MICHIGAN ST

OWNER

ORANGE COUNTY FACILITIES

MANAGEMENT DEPARTMENT

B&V PROJECT NUMBER: 415154

IMPROVEMENT PROJECT

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMINGS

MAYOR

MARIBEL GOMEZ CORDERO

DISTRICT 4

NICOLE H. WILSON

DISTRICT 1

EMILY BONILLA

DISTRICT 5

CHRISTINE MOORE

DISTRICT 2

MICHAEL SCOTT

DISTRICT 6

MAYRA URIBE

DISTRICT 3

THEODORE L. VORHEES

COUNTY ADMINISTRATOR

ED TORRES, M.S., P.E., LEED AP

UTILITIES DEPARTMENT DIRECTOR

201 South Orange Avenue, Suite 500 Orlando, Florida 32801

Certificate No. 8132 Certificate of Authorization: AA26003264

Black & Veatch Corporation6965 PIAZZA GRANDE AVE., STE. 412

ORLANDO, FLORIDA 32835

PHONE: (407) 745-5604

FAX: (407) 745-5603

C.O.A. No. 8079

ORLANDO, FL 32806

MOSS PARK - SUPERVISOR ON DUTY:

US WATER - OPERATIONS & 24x7 EMERGENCY:

OC UTILITIES - COORDINATION OF WASTE DUMPING:

OC UTILITIES - DISPATCH FOR EMERGENCIES:

407-254-6840 407-254-9670 407-254-9690 407-836-2777

EAST DISTRICT: 407-836-0210

ESB SUPERVISOR'S NUMBER: 407-836-0114

OC RISK MANAGEMENT: 407-660-5600

PROJECT MANAGER: 407-836-7400

100% SUBMITTAL

SEQUENCE NO. SHEET NO. SHEET NAME

GENERAL

INDEX OF DRAWINGS

MOSS PARK WWTF

12901 MOSS PARK RD, ORLANDO FL 32832

STATE OF FLORIDA

NO SCALE

ORANGE

COUNTY

LAKE HART

LAKE

MARY JANE

MOSS PARK RD

ORY

MOSS PARK RD

C O

SEE R

LAKE

WHIPPORWILL

PROJECT

LOCATION

CIVIL

DEMOLITION

STRUCTURAL

PROCESS MECHANICAL

ELECTRICAL

INSTRUMENTATION

COVER SHEET

INDEX OF DRAWINGS / LOCATION MAP

LEGEND AND SYMBOLS

ABBREVIATIONS

GENERAL NOTES

EXISTING SITE PLAN

DEMOLITION PLAN

STRUCTURAL PLAN

CONCRETE REPAIR PHOTOS

CONCRETE REPAIR DETAILS

STANDARD RAILING DETAILS

LEGEND

AIR PIPING AND DIFFUSERS PLAN AND SECTION

DETAILS

ELECTRICAL ABBREVIATIONS, SYMBOLS, AND NOTES

ELECTRICAL SITE PLAN

SINGLE LINE DIAGRAM AND CONTROL RISER DIAGRAM

ELECTRICAL DETAILS 1

ELECTRICAL DETAILS 2

INSTRUMENTATION ABBREVIATIONS, LEGEND AND NOTES

P&ID

INSTRUMENTATION INSTALLATION DETAILS

G-000 G-001 G-002 G-003 G-004

C-101

D-101

S-101 S-102 S-103 S-104

M-101 M-102 M-103

E-101 E-102 E-103 E-104 E-105

I-101 I-102 I-103

C :\P

W _W

O R

G \B

_2 \D

G -0

W G

1/ 9/

A M

MOSS PARK WWTF

IMPROVEMENTS PROJECT

415154

100%

SUBMITTAL

JANUARY 2024

G-001

MOSS PARK WWTF

GENERAL

DRAWING INDEX AND

LOCATION MAP

VG,STM

KMC

AAW

ALCAPPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida Black & Veatch Corporation

SUBCONSULTANT:

ELEVATION & GRID CALLOUTS VIEW CALLOUTS DRAWING NUMBERING SYSTEM

SECTION & DETAIL VIEW TITLES

FLOOR ELEVATION

PLAN ELEVATION

LEVEL NAME

TYPICAL GRID/COLUMN LAYOUT

EL X.XX

SPOT ELEVATIONEL X.XX

SPOT COORDINATE

N XXX

E XXX

EL XXX

(PLAN VIEWS)

(SECTIONS &

ELEVATIONS)

X.XX

(SECTIONS &

ELEVATIONS)

WATER SURFACE ELEVATION

SHEET SEQUENTIAL NUMBER

SHEET TYPE DESIGNATOR

DISCIPLINE DESIGNATOR

DISCIPLINE DESIGNATORS

A ARCHITECTURAL

C CIVIL

D DEMOLITION

E ELECTRICAL

F FIRE PROTECTION

G GENERAL

H HVAC/BUILDING MECHANICAL

I INSTRUMENTATION AND CONTROLS

L LANDSCAPE

M PROCESS MECHANICAL

P PLUMBING

S STRUCTURAL

M 1 01-

SHEET TYPE DESIGNATORS

0 GENERAL (SYMBOLS, LEGENDS, NOTES, ETC.)

1 PLANS (ARRANGEMENT PLANS, PARTIAL PLANS)

2 ELEVATIONS

3 SECTIONS

4 LARGE SCALE VIEWS (ENLARGED PLANS, STAIR

SECTIONS OR SECTIONS THAT ARE NOT DETAILS)

5 DETAILS

6 SCHEDULES & DIAGRAMS

7 SCHEMATICS (ONE-LINES, BLOCK DIAGRAMS)

8 USER DEFINED

9 3D MODEL (PERSPECTIVES, ISOMETRICS,

SECTION

1/8" = 1'-0"X-XX-XXX

DETAIL

1/8" = 1'-0"X-XX-XXX

SHEET REFERENCE WHERE

SECTION IS SHOWN

CALLOUT DESIGNATION

LETTER OR NUMBER

SECTION CALLOUTS

DETAIL/ENLARGED PLAN AREA CALLOUTS

SHEET REFERENCE WHERE

SECTION IS CUT

CALLOUT DESIGNATION

LETTER OR NUMBER

CALLOUT BOUNDARY

CALLOUT DESIGNATION

LETTER OR NUMBER

SHEET REFERENCE

WHERE DETAIL OR

ENLARGED PLAN IS

SHOWN

ELEVATION CALLOUTS

GRID/COLUMN CALLOUTS

EL X.XX

SHEET REFERENCE

WHERE DETAIL IS USED

SHEET REFERENCE

WHERE SECTION IS USED

SHEET KEYNOTE

REFERENCE KEYNOTE (KEYNOTE LIST)

REVISION TAG

REVISION CLOUD

REVISIONS

SHEET NOTES

ANNOTATION

NORTH ARROW

(TRUE NORTH)

LINE STYLES

MATCH LINE

GRID LINE OR CENTERLINE

EXISTING FACILITY

NORTH ARROW

(PLANT GRID NORTH)

NEW FACILITY

EXAMPLE BOUNDARY LINE

(SEE CIVIL LEGEND)

BREAKS

PLAN, ELEVATION, AND SECTION BREAKS

PIPE BREAK

FILL PATTERNS

ASCENDING NUMERIC

SEQUENCE

U M

C E

OTHER DISCIPLINE NEW

FACILITY BACKGROUND

EARTH OR GRADE

BEDROCK

GRANULAR FILL

(CRUSHED ROCK OR GRAVEL)

SAND

CONCRETE

ENGINEERED FILL

RIPRAP

CHECKERED PLATE

GRATE

STONE

BRICK

CMU

FACE BLOCK

STEEL

ALUMINUM

DEMOLITION

1 1.5 2 3

A.5

ASPHALT

EXISTING FACILITY LEGEND NEW FACILITY LEGEND

1.5%

2+50

3:1

C-26

4562.63

LEGENDS NOTES:

NEW PIPING

NEW PIPING IN PROFILE

IRS-IRON ROD AND CAP SET (LN021)

IRF-IRON ROD FOUND

CMF-CONCRETE MONUMENT FOUND

WIRE PULL BOX CABLE TV

WIRE PULL BOX ELECTRICAL

GRATE INLET

GUY ANCHOR

MAILBOX

METER ELECTRIC

MITERED END SECTION

SIGN DOUBLE SUPPORT

SIGN SINGLE SUPPORT

TELEPHONE PEDESTAL

VALVE BOX RECLAIMED WATER

VALVE COVER GAS

VALVE COVER SANITARY

VALVE COVER UNKNOWN

VALVE COVER WATER

WITNESS - GAS

WIRE PULL BOX UNKNOWN

POWER POLE - WOOD

METER ELECTRIC

TRANSFORMER

PROPOSED SWALE

PARKING SPACE COUNT

S SD

TOP

TOE

TH5

FINISHED GRADE CONTOUR

BANK OR SLOPE LINES

BORE HOLE OR TEST HOLE AND NUMBER

SURVEY LINE WITH PI, PT, OR POT

CONCRETE ENCASEMENT - PLAN VIEW

CULVERT

SEWER OR STORMDRAIN MANHOLE

DRAINAGE COURSE OR FLOW LINE

DESIGN POINT

PERCENT SLOPE

STRUCTURES

UNDERGROUND

STATION

SLOPE RUN : RISE

CURVE NUMBER

SPOT ELEVATION

D PROPOSED STORM

FIRE HYDRANT

YARD HYDRANT

STREET LIGHT POLE

TO BE DEMOLISHED

CENTERLINE

FENCE

FUTURE BUILDINGS,

STRUCTURES

BUILDINGS, STRUCTURES

ABBREVIATION NOTES:

1. FOR EQUIPMENT ABBREVIATIONS, INCLUDING FOR VALVES,

REFER TO P&ID LEGEND AND ABBREVIATIONS DRAWINGS

FUNCTION CODE ABBREVIATIONS.

FOR SYSTEM AND PROCESS STREAM ABBREVIATIONS,

REFER TO P&ID LEGEND AND ABBREVIATIONS DRAWINGS

SYSTEM CODE AND PROCESS CODE ABBREVIATIONS.

FOR PIPE MATERIAL AND INSULATION MATERIAL

ABBREVIATIONS REFER TO P&ID LEGEND AND

ABBREVIATIONS DRAWINGS PIPELINE MATERIAL CODE AND

INSULATION MATERIAL CODE ABBREVIATIONS.

GUY ANCHOR

LIGHT POLE

UTILITY POLE

SINGLE SUPPORT SIGN

TELEPHONE SERVICE RISER

WATER VALVE COVER

GROUND EL.

HARD SURFACE EL.

ELECTRIC METER

SANITARY SEWER VALVE COVER

WIRE PULL BOX

BOLLARD

ELECTRICAL OUTLET

FIBER OPTIC CABLE MARKER

IRRIGATION VALVE

WELL

MONITORING WELL

VENT

TRANSFORMER

AIR RELEASE VALVE

CLEAOUT

1. REFER TO PROCESS MECHANICAL

LEGENDS FOR VALVE, PIPE JOINT, AND

PIPE FITTING SYMBOLS.

2. LEGEND SYMBOLS AND ABBREVIATIONS

SHOWN IN THIS DRAWING ARE BASED ON

A TEMPLATE THAT IS USED ON THIS

SPECIFIC PROJECT, BUT ARE SHOWN TO

PROVIDE A DICTIONARY FOR SYMBOLS

AND ABBREVIATIONS THAT MAY ALSO BE

USED DURING THE PROJECT

CONSTRUCTION PHASE.

PHOTOGRAPHS)

DRAINAGE PIPE

SF SILT FENCE

LOC LIMITS OF CONSTRUCTION

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida Black & Veatch Corporation

SUBCONSULTANT:

C :\P

W _W

O R

G \B

_2 \D

G -0

W G

1/ 9/

A M

IMPROVEMENTS PROJECT

415154

100%

SUBMITTAL

JANUARY 2024

G-002

MOSS PARK WWTF

GENERAL

LEGEND AND SYMBOLS

VG,STM

KMC

AAW

ALC

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text 10.1'

AutoCAD SHX Text 10.12'

AutoCAD SHX Text x

AutoCAD SHX Text X

AutoCAD SHX Text

SAN

AutoCAD SHX Text

IRR

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text

AB AGGREGATE BASE

ABV ABOVE

AC ASPHALT CONCRETE

ACP ASBESTOS CEMENT PIPE

AD AREA DRAIN, ANODE

ADD ADDITIONAL

ADJ ADJUSTABLE, ADJACENT

ADMIN ADMINISTRATION

ADWF AVERAGE DRY-WEATHER FLOW

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AH AHEAD

ALT ALTERNATE, ALTERNATIVE

ANC ANCHOR

AP ACCESS PANEL, ANGLE POINT

APPR APPROACH

APPROX APPROXIMATE, APPROXIMATELY

AR ANCHOR ROD

ARCH ARCHITECTURAL

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AUTO AUTOMATIC

AUX AUXILIARY

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWWA AMERICAN WATER WORKS ASSOCIATION

AWWF AVERAGE WET-WEATHER FLOW

B BORE HOLE

B TO B BACK TO BACK

BAL BALANCE

BC BACK OF CURB

BET BETWEEN

BF BLIND FLANGE

BHP BRAKE HORSEPOWER

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BM BENCHMARK

BNR BIOLOGICAL NUTRIENT REMOVAL

BOD BIOLOGICAL/BIOCHEMICAL OXYGEN DEMAND

BOF BOTTOM OF FOOTING

BOP BOTTOM OF PIPE

BOT BOTTOM

BP BACK PRESSURE

BRG BEARING

BS BOTH SIDES

BU BELL-UP

BW BURIED WATER

C CURVE

C TO C CENTER TO CENTER

CB CATCH BASIN

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

C&G CURB AND GUTTER

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CL CLASS

C/L CENTERLINE

CLG CEILING

CLR CLEAR, CLEARANCE

CLSM CONTROLLED LOW STRENGTH MATERIAL

CMC CEMENT MORTAR COATED

CML CEMENT MORTAR LINED

CMP CORRUGATED METAL PIPE

CO CLEAN OUT, COMPANY

COD CHEMICAL OXYGEN DEMAND

COL COLUMN

COMB COMBINATION

COMB SWR COMBINED SEWER

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUED, CONTINUOUS, CONTINUATION, CONTROL

CONTR CONTRACTOR

COR CORNER

CORR CORRIDOR, CORRUGATED

CP CONTROL POINT, CATHODIC PROTECTION, CATCH POINT

CPLG COUPLING

CPVC CHLORINATED POLYVINYL CHLORIDE

CSP CORRUGATED STEEL PIPE

CTR(S) CENTER(S)

CTS CORROSION/CATHODIC TEST STATION

CU CUBIC, COPPER

CY CUBIC YARD

D DOOR

DB DUCT BANK

DBL DOUBLE

DEG DEGREE

DEPT DEPARTMENT

DET DETAIL

DI DROP INLET, DUCTILE IRON

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISCH DISCHARGE

DIST DISTRIBUTION

DIV DIVISION

DMJ DISMANTLING JOINT

DN DOWN

DR DRAIN

DW DRY WELL

DWG(S) DRAWING(S)

E EAST, EASTING

EA EACH

ECC ECCENTRIC

ECC RED ECCENTRIC REDUCER

EFF EFFLUENT, EFFICIENCY

EG EXISTING GRADE

EJ EXPANSION JOINT

EL ELEVATION

ELB ELBOW

ELL ELBOW

ELEC ELECTRIC, ELECTRICAL

EMER EMERGENCY

ENC ENCASEMENT

ENCL ENCLOSURE

EOL END OF LINE

EOP EDGE OF PAVEMENT

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EVC END OF VERTICAL CURVE

EW EACH WAY

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTENSION, EXTERIOR, EXTERNAL

F FAHRENHEIT, FACE

F TO F FACE TO FACE

FAB FABRICATE(D)(TION)

FC FACE OF CONCRETE, FAIL CLOSED

FCA FLANGED COUPLING ADAPTER

FD FLOOR DRAIN

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIG FIGURE

FL FLOOR, FLOW LINE

FLEX FLEXIBLE

FLG FLANGE(D)

FM FORCE MAIN

FMH FLEXIBLE METAL HOSE

FO FAIL OPEN

FOB FLAT ON BOTTOM

FOM FACE OF MASONRY

FOT FLAT ON TOP

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED PLASTIC

FS FAR SIDE, FLOOR SLEEVE

FT FOOT, FEET

FTG FOOTING

FURN FURNISH, FURNISHED

FWD FORWARD

G GAS

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRADE BREAK

GC GROOVED COUPLING

GEN GENERAL, GENERATOR

GL GLASS

GM GAS METER

GPD GALLONS PER DAY

GPM GALLONS PER MINUTE

GR GRADE

H HIGH, HOUR

HDG HOT-DIPPED GALVANIZED

HDPE HIGH DENSITY POLYETHYLENE

HEX HEAT EXCHANGER

HGT HEIGHT

HH HANDHOLE

HMC HARNESSED MECHANICAL COUPLING

HMJ HARNESSED MECHANICAL JOINT

HORIZ HORIZONTAL

HP HIGH POINT, HIGH PRESSURE, HORSEPOWER

HR HOUR, HANDRAIL

HS HIGH STRENGTH

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HWY HIGHWAY

HYDRO HYDROPNEUMATIC, HYDROGENERATION

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCH(ES)

INCL INCLUDING

INCR INCREASE

INST INSTRUMENT, INSTRUMENTATION

INSUL INSULATE, INSULATED, INSULATING

INT INTERIOR, INTERNAL

INV INVERT

IPS IRON PIPE SIZE

JB JUNCTION BOX

JT JOINT

KVA KILOVOLT AMPERE

L LENGTH, LONG, LOW

LAT LATERAL, LATITUDE

LB(S) POUND(S)

LC LENGTH OF CURVE

LF LINEAR FEET

LH LEFT HAND

LIN LINEAL, LINEAR

LONG LONGITUDE

LP LOW POINT, LOW PRESSURE

LT LEFT

MAINT MAINTENANCE

MAN MANUAL(LY)

MAX MAXIMUM

MBR MEMBRANE BIOREACTOR

MC MECHANICAL COUPLING

MECH MECHANICAL

MED MEDIUM

MF MICROFILTRATION

MFR MANUFACTURER

MG MILLION GALLONS

MG/L MILLIGRAMS PER LITER

MGD MILLION GALLONS PER DAY

MH MAINTENANCE HOLE, MANHOLE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MJRG MECHANICAL JOINT RETAINER GLAND

MJTR MECHANICAL JOINT WITH TIE ROD

MO MOTOR OPERATED

MSL MEAN SEA LEVEL

MTD MOUNTED

MTL MATERIAL

MTR MOTOR

MW MONITORING WELL

N NORTH, NORTHING, NITROGEN (TOTAL AS N)

N/A NOT APPLICABLE

NAD NORTH AMERICAN DATUM (HORIZONTAL)

NAVD NORTH AMERICAN VERTICAL DATUM

NC NORMALLY CLOSED

NF NEAR FACE

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO. NUMBER(S)

NOM NOMINAL

NPSH NET POSITIVE SUCTION HEAD

NPSHR NET POSITIVE SUCTION HEAD REQUIRED

NPT NATIONAL PIPE THREAD

NRS NON-RISING STEM

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER, ODOR CONTROL

OD OUTSIDE DIAMETER

OF OUTSIDE FACE, OVERFLOW

OH OVERHEAD

OPER OPERATING

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

P&ID PIPING/PROCESS AND INSTRUMENTATION DIAGRAM

P PHOSPHORUS (TOTAL AS P)

PPM PARTS PER MILLION

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PCCP PRESTRESSED CONCRETE CYLINDER PIPE

PE PLAIN END

PG PRESSURE GAUGE

PH PIPE HANGER

PI POINT OF INTERSECTION

PNL(S) PANEL(S), PANELBOARD(S)

POC POINT ON CIRCULAR CURVE, POINT OF CONNECTION

POT POINT ON TANGENT

PP POWER POLE

PROJ PROJECTION

PRS PRESSURE REDUCING STATION

PS PIPE SUPPORT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAUGE

PT POINT OF TANGENCY, POINT

PVC POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE

PVT POINT OF VERTICAL TANGENCY

PVCP POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

Q RATE OF FLOW

QCPLG QUICK COUPLING

R RADIUS, RISER

R/W RIGHT OF WAY

RCP REINFORCED CONCRETE PIPE

RCCP REINFORCED CONCRETE CYLINDER PIPE

RECIRC RECIRCULATING

RED REDUCER, REDUCING

REF REFERENCE

REINF REINFORCED, REINFORCING

REM REMOVABLE, REMOVE

REQD REQUIRED

RET RETURN

REV REVISION, REVISED, REVERSED

RH RIGHT HAND

RO REVERSE OSMOSIS

RPM REVOLUTIONS PER MINUTE

RR RAILROAD

RS RISING STEM

RT RIGHT

ROW RIGHT OF WAY

S SECOND, SLOPE, SOUTH

SCHED SCHEDULE

SCFM STANDARD CUBIC FEET PER MINUTE

SD STORM DRAIN

SEC SECOND

SECT SECTION

SF SQUARE FEET

SH SHEET

SIM SIMILAR

SP STEEL PIPE

SPA SPACING, SPACES

SPEC(S) SPECIFICATION(S)

SPL SPECIAL

SPLY SUPPLY

SQ SQUARE

SS STAINLESS STEEL

SS SANITARY SEWER

ST SWR STORM SEWER

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TELEPHONE, TOP

TAN TANGENT

TBC TOP BACK OF CURB

TBD TO BE DETERMINED

TBM TEMPORARY BENCHMARK

TC TOP OF CURB

TDS TOTAL DISSOLVED SOLIDS

TEMP TEMPERATURE, TEMPORARY

TH TEST HOLE

THD THREADED

THK THICK, THICKNESS

TOC TOP OF CONCRETE, TABLE OF CONTENTS, TOTAL ORGANIC CARBON

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PIPE

TOW TOP OF WALL

TP TEST PIT

TRANS TRANSFORMER

TS TOTAL SOLIDS

TSS TOTAL SUSPENDED SOLIDS

TYP TYPICAL

UB UTILITY BOX

UF ULTRAFILTRATION

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

UP UTILITY POLE

USGS UNITED STATES GEOLOGICAL SURVEY

UV ULTRAVIOLET

V VALVE (SEE P&ID ABBREVIATIONS), VERTICAL, VOLT, VENT

VAC VACUUM

VB VALVE BOX

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VIF VERIFY IN FIELD

VOCs VOLATILE ORGANIC COMPOUNDS

VP VAPOR PRESSURE

W WEST, WIDE, WATER

W/ WITH

WC WATER COLUMN

WEF WATER ENVIRONMENT FEDERATION

W WATER LEVEL

WM WATER METER

W/O WITHOUT

WP WATERPROOF

WS WATERSTOP

WS WATER SURFACE

WSL WATER SURFACE LEVEL

WT WEIGHT

WWTF WASTEWATER TREATMENT FACILITY

X x BY, TIMES

YH YARD HYDRANT

NOTES:

FOR EQUIPMENT ABBREVIATIONS, INCLUDING FOR VALVES,

REFER TO P&ID LEGEND AND ABBREVIATIONS DRAWINGS

FUNCTION CODE ABBREVIATIONS.

FOR SYSTEM AND PROCESS STREAM ABBREVIATIONS,

REFER TO P&ID LEGEND AND ABBREVIATIONS DRAWINGS

SYSTEM CODE AND PROCESS CODE ABBREVIATIONS.

FOR PIPE MATERIAL AND INSULATION MATERIAL

ABBREVIATIONS REFER TO P&ID LEGEND AND

ABBREVIATIONS DRAWINGS PIPELINE MATERIAL CODE AND

INSULATION MATERIAL CODE ABBREVIATIONS.

ATM ATMOSPHERE, ATMOSPHERIC

BE BURIED ELECTRIC

BFM BURIED FORCE MAIN

BVC BEGINNING OF VERTICAL CURVE

ELEV ELEVATION

IRC INTERNATIONAL RESIDENT CODE

OE OVERHEAD ELECTRIC

T&B TOP & BOTTOM

WW WETWELL

C :\P

W _W

O R

G \B

_2 \D

G -0

W G

1/ 9/

415154

100%

SUBMITTAL

JANUARY 2024

G-003

MOSS PARK WWTF

GENERAL

ABBREVIATIONS

VG,STM

KMC

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida

1. HORIZONTAL AND VERTICAL DATA SHOWN HEREON ARE BASED ON THE FDOT NETWORK,

AND HORIZONTAL DATA REFERENCED TO THE FLORIDA PERMANENT REFERENCE NETWORK

STATION "GLONASS".

2. 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.

3. "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.

4. 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.

5. 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.

6. 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.

7. 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.

8. THE EXISTING TOPOGRAPHICAL FEATURES SHOWN ON THE DRAWINGS WERE OBTAINED

FROM GROUND SURVEY AND REPRESENT CONDITIONS AS THEY EXIST AS OF OCTOBER 2013.

AS PART OF THE BID PROCESS, AND PRIOR TO CONSTRUCTION, THE CONTRACTOR

SHALL EXAMINE THE SITE OF THE PROPOSED WORK AND MAKE ALL NECESSARY

INVESTIGATIONS TO THOROUGHLY DEFINE ALL DIFFICULTIES INVOLVED IN THE

COMPLETION OF ALL WORK REQUIRED PURSUANT TO THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS.

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

UNLESS OTHERWISE NOTED.

10. CONTRACTOR SHALL INSTALL ALL PIPELINES, PAVING, WALKWAYS, AND CURB AND

GUTTER AT A UNIFORM GRADE BETWEEN ELEVATIONS DEPICTED ON THE DRAWINGS.

11. FOR ALL SITE GRADING, SMOOTH PARABOLIC TRANSITIONS SHALL BE MADE BETWEEN

CHANGES IN SLOPE. PARABOLIC ROUNDING SHALL APPLY TO ALL CUT AND FILL

SECTIONS.

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

THE STATE CONSTRUCTION SAFETY ORDERS PERTAINING TO EXCAVATION AND TRENCHING.

WHEN TRENCH EXCAVATION EXCEEDS FIVE (5) FEET IN DEPTH, PERFORM THE FOLLOWING:

A. CONTRACTOR SHALL CONFORM TO OSHA STANDARD 29CFR SECTION 1926.650

WHICH IS INCORPORATED IN FLORIDA STATE 90-96.

B. CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS

LAW.

C. THE TRENCH SAFETY SYSTEM IS TO BE SUBMITTED BY THE CONTRACTOR.

13. RESTRAINED JOINTS SHALL BE PROVIDED FOR ALL PIPING JOINTS.

14. 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.

15. 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.

16. THE DRAWINGS DEPICT THE APPROXIMATE LOCATIONS, ELEVATIONS AND DIMENSIONS AS

SHOWN ON THE PLANS OF EXISTING UTILITIES AND STRUCTURES. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO INCLUDE IN THE BID TO VERIFY ALL UTILITY

LOCATIONS, ELEVATIONS AND DIMENSIONS BY UTILIZING EXPLORATORY INVESTIGATION

AND EXCAVATIONS. VERIFICATION OF EXISTING UTILITY LOCATION SHALL BE CONDUCTED

SUFFICIENTLY IN ADVANCE OF CONSTRUCTION TO ALLOW RESOLUTION OF CONFLICTS IN A

TIMELY MANNER. IF A POTENTIAL CONFLICT IS LOCATED, OR AN EXISTING UTILITY OR

STRUCTURE LOCATED IN A DIFFERENT LOCATION THAN IS ILLUSTRATED HEREIN, THE

CONTRACTOR IS TO NOTIFY THE RESIDENT PROJECT REPRESENTATIVE IMMEDIATELY. AT A

MINIMUM, THE FOLLOWING INFORMATION SHALL BE PROVIDED BY THE CONTRACTOR TO THE

RESIDENT PROJECT REPRESENTATIVE; A DIMENSIONED ILLUSTRATION NOTING LOCATION,

ELEVATION, UTILITY TYPE, MATERIAL AND SIZE. 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.

17. RESTORE ALL PROPERTY AND INFRASTRUCTURE, INCLUDING UTILITIES DISTURBED BY

CONSTRUCTION OPERATIONS TO THE CONDITIONS WHICH EXISTED PRIOR TO CONSTRUCTION

OR BETTER. THE COST OF SUCH RESTORATION SHALL BE INCLUDED IN THE BID. ANY

DAMAGE TO EXISTING PROPERTY, UTILITIES, STRUCTURES AND/OR SERVICES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE IN A MANNER AS DIRECTED BY THE ENGINEER

AND OWNER. REMOVE AND REPLACE ALL PIPE, CONDUIT AND CULVERTS DAMAGED DURING

CONSTRUCTION, AT NO EXPENSE TO THE OWNER. CONTRACTOR SHALL REMOVE AND

REPLACE, OR TEMPORARILY RELOCATE, STORM SEWERS, CULVERTS AND OTHER UTILITIES

AS REQUIRED DURING THE INSTALLATION OF PIPE. CONTRACTOR SHALL PROVIDE A

TEMPORARY MEANS OF CONVEYING STORMWATER. WHERE TEMPORARY SUPPORT OF

UTILITIES IS REQUIRED, THE CONTRACTOR SHALL PAY ALL ASSOCIATED COSTS AND

COORDINATE WITH THE OWNER AND ENGINEER.

18. FILTER FABRIC ENCAPSULATION IS REQUIRED IF GRADED GRAVEL OR CRUSHED ROCK

IS USED AS FILL OR EMBEDMENT MATERIAL.

19. ALL BURIED PIPING SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS. A MINIMUM COVER

OF 36 INCHES SHALL BE MAINTAINED ON ALL BURIED PIPING, WHERE IT IS NOT

OTHERWISE SPECIFIED ON PLANS OR INDICATED BY THE ENGINEER. NO DEFLECTION

SHALL BE ALLOWED.

20. CONSTRUCTION AREA WILL BE CLEANED UP DAILY. ALL EXCAVATIONS WILL BE

BACKFILLED BY END OF DAY, OR WITH PERMISSION FROM THE RESIDENT PROJECT

REPRESENTATIVE, MAY LEFT OPEN WITH PROPER SAFETY PRECAUTIONS. CONTRACTOR

SHALL HANDLE ALL SPILLS, DRAINING PIPES OR TIE-IN CONNECTIONS. CONTRACTOR

WILL HAVE TANKER TRUCKS AND LINE EXCAVATIONS WITH POLY LINER IN ORDER TO

HANDLE SPILLS AND TO CAPTURE AND DISPOSE OF FLUIDS ENCOUNTERED.

21. AREAS OF CONGESTION MAY REQUIRE HAND EXCAVATION.

22. CONTRACTOR IS SOLELY RESPONSIBLE TO LOCATE ALL UNDERGROUND UTILITIES WITH

GROUND PENETRATING RADAR, AND SHALL NOT RELY ON COUNTY AND/OR SUNSHINE

STATE ONE CALL OF FLORIDA.

23. SOD ALL DISTURBED AREAS, NO SEEDING ALLOWED.

GENERAL NOTES FOR DRAWINGS PIPE INSTALLATION NOTES

1. LABEL PIPING IN ACCORDANCE WITH SPECIFICATION SECTION 09940.

2. MINIMUM COVER FOR PIPING SHALL BE 3 FEET, UNLESS NOTED OTHERWISE.

3. ALL PIPING IS TO HAVE A CONSTANT SLOPE BETWEEN THE INVERT OR CENTERLINE POINT

SHOWN ON THE DRAWINGS.

4. ALL PIPING JOINTS ARE TO BE MECHANICALLY RESTRAINED.

5. COORDINATE CONNECTION AND ELEVATION AT STRUCTURES WITH MECHANICAL DRAWINGS.

6. DO NOT COAT STAINLESS STEEL PIPE AND FITTINGS.

7. COLOR OF COATING TO BE IN ACCORDANCE WITH SPECIFICATION SECTION 09940.

8. INTERIOR, EXTERIOR AND SUBMERGED COATING SYSTEMS PER SPECIFICATION SECTION 09940

UNLESS OTHERWISE NOTED.

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GENERAL

GENERAL NOTES

VG,STM

KMC

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida

SSSS

BE BE

BEBE

BW BW BW BW BW

BW BW

BFM

BFM BFM

MBF

MBFM

BFM

LOC

SF SF

SFSF

10' 20'10'0

HORIZONTAL SCALE 1"=10'

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CIVIL

EXISTING SITE PLAN

VG,STM

JWS

AAW

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida Black & Veatch Corporation

SUBCONSULTANT:

GRASS GRASS

GRASS

MOSQUITO CONTROL

CONCRETE PAD

ELEV = 71.44'

AERATION BASIN

TOP ELEV = 74.80'

AERATION BASIN

TOP ELEV = 74.85'

AERATION BASIN

TOP ELEV = 74.73'

CONCRETE PAD

ELEV = 71.21'

SANITARY LINE 6" PVC

90 BEND INTO GROUND

4" QUICK DISCONNECT PVC

GATE

SLUDGE HOLDING TANK

TOP ELEV = 74.61'

SANITARY LINE 4" PVC

90 BEND INTO GROUND

AERATION BASIN

TOP ELEV = 74.87'

CLARIFIER TOP

ELEV = 75.06'

CHLORINE CONTACT

CHAMBER TOP ELEV = 74.64'

SHED

ELEV = 72.25'

6' CHAIN LINK FENCE

67 68

SITE BENCHMARK 2900

N: 1470523.18 E: 594954.08

ELEV = 71.34 IRC

SITE BENCHMARK 2901

N: 1470606.62 E: 595140.49

ELEV = 67.95 IRC

71.1

70.8

70.9

70.0

68.7 70.0

70.1

71.0

70.3

71.0

EXISTING AIR

PIPING

PLANT EFFLUENT

SITE ACCESS ROAD

GATE

LIMITS OF

CONSTRUCTION

Note: Microsoft product screen shot(s) reprinted with permission from Microsoft Corporation. Aerial imagery provided by Bing Maps, © 2020 Microsoft Corporation © DigitalGlobe ©CNES (2020) Distribution Airbus DS.

EXISTING SITE PLAN

1" = 10'-0"

SSSSSSSSSSSS

BE BE BE BE

BEBE BE BE

BW BW BW BW BW BW BW BW BW BW BW

BFM

BFM BFM BFM

BFM

8'4'2' 04'

HORIZONTAL SCALE 1"=4'

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DEMOLITION

DEMOLITION PLAN

STM

JWS

AAW

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida Black & Veatch Corporation

SUBCONSULTANT:

AERATION BASIN 1

AERATION BASIN 2

AERATION BASIN 4

CLARIFIER

CHLORINECONTACT

AERATIONBASIN 3

SLUDGEHOLDINGTANK

BLOWER #1

BLOWER #2

AIR DISCHARGE

SILENCER (TYP OF 2)

CHECK VALVE (TYP OF 2)

GATE VALVE (TYP OF 2)

AIR DIFFUSER (TYP)

DEMOLISH 230/1/60

ELECTRICAL SERVICE

GATE VALVE

VALVE

WEIR BOX WITH

SCUM BAFFLE (TYP)

CAP PIPE (TYP OF 2)

DEMOLISH EXISTING

RAILINGS (TYP 12 PLACES)

DEMOLISH EXISTING

AIR PIPING, VALVES,

PIPE SUPPORTS, AND

DIFFUSERS

CONNECTION

TO 1 1/4" CAP

1" GALVANIZED PIPE

INFLOW (FROM

LIFT STATION)

3" PVC SLUDGE

RETURN PIPE

HANDRAIL

(TYP)

6" DIP

OVERFLOW

PIPE

INFLOW (FROM

LIFT STATION)

CONNECTION TO

EXISTING SLUDGE

RETURN CAP

PLAN

1" = 4'-0"

DEMOLISH EXISTING (2)

7'x10'-6"x6" PRECAST

CONCRETE EQUIPMENT

SLABS

DEMOLISH EXISTING BLOWER

PACKAGES, VALVES, CONTROLS,

INSTRUMENTS AND ACCESSORIES

SALVAGE AND

REINSTALL LADDER

NOTE:

1. COORDINATE DEMOLITION WITH THE

SEQUENCE OF CONSTRUCTION COVERED

IN SPECIFICATION SECTION 01014.DEMOLISH OVERHEAD

ELECTRIC

SPALLED CONCRETE AND

EXPOSED REBAR TO BE

REPAIRED SPALLED CONCRETE AND

EXPOSED REBAR TO BE

REPAIRED

EXISTING RAILING TO BE REMOVED

AND REPLACED WITH NEW ALUMINUM

RAILING. TYP 12 PLACES.

CRACKS TO BE

PRESSURE

INJECTED WITH

EPOXY.

CLARIFIER

AERATION BASIN 4

N B

AERATION BASIN 2

AERATION BASIN 1

CHLORINECONTACTCHAMBER

SLUDGE HOLDING TANK

18'-0"

'-0

SEE NOTE 1

SEE NOTE 2

1'-0"

1' -6

1' -0

" #5@12" EW T&B

#5@12" TYP

UNDISTURBED SUBGRADE

OR PREPARED SUBGRADE

(95% MODIFIED PROCTOR

PER ASTM 1557) TYP

6" COMPACTED STRUCTURAL

FILL BASED (SEE NOTE 3) TYP

EL 71.50

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida Black & Veatch Corporation

SUBCONSULTANT:

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STRUCTURAL

PLAN

BWV

KHJ

AAW

1"=5'

5' 0 5' 10'

PLAN

1" = 5'-0"

3/8"=1'-0"

12" 6" 0 7'6'5'4'3'2'1'

SECTION1

- 3/8" = 1'-0"

NOTES:

1. CONTRACTOR SHALL DEMOLISH EXISTING BLOWER

SUPPORT SLAB AND CONSTRUCT NEW SLAB AS SHOWN.

2. CONTRACTOR SHALL REMOVE EXISTING LADDER AND

REINSTALL AFTER PLACING NEW BLOWER SUPPORT SLAB.

3. STRUCTURAL FILL SHALL CONSIST OF NON-PLASTIC,

INORGANIC, GRANULAR SOIL HAVING LESS THAN 10%

MATERIAL PASSING THE NO. 200 MESH SIEVE AND

CONTAINING LESS THAN 4% ORGANIC MATERIAL. FILL

MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT

EXCEEDING 6 INCHES IN THICKNESS. FILL MATERIAL SHALL

HAVE A MOISTURE CONTENT. COMPACTED FILL SHALL

HAVE A DENSITY OF AT LEAST 95% OF THE MODIFIED

PROCTOR MAXIMUM DRY DENSITY PER ASTM D1557.

4. SEE SPECIFICATION SECTIONS 03920 AND 03930 FOR

CONCRETE SURFACE AND CRACK REPAIR.

REMOVE EXISTING RAILING.

CUT POSTS FLUSH WITH TOP

OF CONCRETE AND FILL WITH

NON-SHRINK GROUT, TYP

CONCRETE CRACK

REPAIR - DETAIL A,

S-03

TYPE 3

CONCRETE

SURFACE REPAIR -

DETAIL B, S-03

TYPE 3 CONCRETE

SURFACE REPAIR -

DETAIL B, S-03

TYPE 2 CONCRETE

SURFACE REPAIR,

DETAIL B, S-03

TYPE 2 CONCRETE

SURFACE REPAIR,

DETAIL B, S-03

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida Black & Veatch Corporation

SUBCONSULTANT:

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STRUCTURAL

CONCRETE REPAIR

PHOTOS

BWV

KHJ

TYPE 1 - NO EXPOSED REINFORCEMENT

RECTANGULAR SAW CUT

AROUND REPAIR PERIMETER,

SEE SPECIFICATION FOR

DEPTH REQUIREMENTS RECTANGULAR SAW CUT

AROUND REPAIR

PERIMETER, SEE

SPECIFICATION FOR DEPTH

REQUIREMENTS

CONCRETE REPAIR

MATERIAL

CONCRETE REPAIR

MATERIAL

EXPOSED REINFORCEMENT SHALL

BE CLEANED AND COATED PER THE

SPECIFICATION

APPLY BONDING AGENT

PER SPECIFICATION

EXISTING SOUND

CONCRETE

EXISTING

REINFORCEMENT

APPLY BONDING AGENT PER

SPECIFICATIONS

EXISTING SOUND

CONCRETE

TYPE 2 - MINOR EXPOSED REINFORCEMENT

CONCRETE REPAIR

MATERIAL

APPLY BONDING

AGENT PER

SPECIFICATION

EXISTING

REINFORCEMENT

EXPOSED REINFORCEMENT

SHALL BE CLEANED AND

COATED PER THE

SPECIFICATION

RECTANGULAR SAW CUT

AROUND REPAIR PERIMETER,

SEE SPECIFICATION FOR

DEPTH REQUIREMENTS

EXISTING SOUND

CONCRETE

TYPE 3 - EXPOSED REINFORCEMENT WITH SHALLOW COVER

1" M

1" MIN CLEAR

EACH SIDE

COAT REPAIRED

SURFACES WITH

EPOXY PER

SPECIFICATIONS

FOAM RESIN

INJECTED CRACK

INJECTION PORTS OFFSET

FROM CRACK AT CONCRETE

SURFACE WHERE FOAM RESIN

IS USED, DRILL HOLES AT 45

DEGREE ANGLES FROM WALL

SURFACE

EPOXY RESIN

INJECTED CRACK

INJECTION PORTS

LOCATED DIRECTLY ON

CRACK WHERE EPOXY

RESIN IS USED

WALL ELEVATION

INJECTION PORT SPACING AND ARRANGEMENT SHALL BE AS

RECOMMENDED BY THE MATERIAL MANUFACTURER.

NO YES

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida Black & Veatch Corporation

SUBCONSULTANT:

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STRUCTURAL

CONCRETE REPAIR

DETAILS

BWV

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REPAIR PRODUCTS SHALL BE AS INDICATED IN THE PROJECT SPECIFICATIONS.

REPAIR ACTIVITIES SUCH AS CLEANING, SURFACE PREPARATION, PRODUCT APPLICATION,

AND CURING SHALL BE AS INDICATED IN THE PROJECT SPECIFICATIONS.

THE CONCRETE SURFACE REPAIR DETAILS ARE APPLICABLE TO EXISTING CONCRETE THAT

IS DAMAGED. SURFACE DEFECTS IN NEW CONCRETE CONSTRUCTED AS PART OF THIS

PROJECT SHALL BE REPAIRED IN ACCORDANCE WITH THE CAST-IN-PLACE CONCRETE

SPECIFICATIONS.

SURFACE REPAIR AREAS LESS THAN 2 FEET APART SHALL BE COMBINED INTO ONE LARGER

RECTANGULAR REPAIR AREA WITH NO IRREGULAR SHAPES. SEE FIGURE.

IF CRACK REPAIR AND SURFACE REPAIR ARE REQUIRED IN A COMMON AREA, THE CRACK

REPAIR PROCEDURE SHALL BE PERFORMED FIRST.

GENERAL REPAIR NOTES

EFFLORESCENCE IS DEFINED AS A GENERALLY WHITE DEPOSIT FORMED

WHEN WATER-SOLUBLE COMPOUNDS EMERGE IN SOLUTION FROM CONCRETE

OR MASONRY AND PRECIPITATE BY REACTION SUCH AS CARBONATION OR

CRYSTALLIZE BY EVAPORATION.

EFFLORESCENCE SALTS SHALL BE REMOVED WITH A STIFF BRUSH, WIRE

BRUSH OR SCRAPER. IF THE EFFLORESCENCE IS SLIGHT, BRUSHING WITH

WATER MAY REMOVE IT. IF NOT, BRUSHING WITH DILUTE ACID SUCH AS

MURIATIC OR SULFAMIC ACID IS RECOMMENDED. IF THE CONCRETE IS

PIGMENTED, IT IS RECOMMENDED THAT SULFAMIC ACID IN THE 5 TO 10%

CONCENTRATION RANGE SHALL BE USED. NOTE THAT STRONGER ACIDS MAY

ALTER THE COLOR.

A PRESSURE WASHER SHALL NOT BE USED FOR REMOVING THE

EFFLORESCENCE SALTS.

CRAZING IS DEFINED AS A PATTERN OF FINE RANDOM CRACKS

OCCURRED ON A CONCRETE SURFACE.

ROUGHEN THE CRAZING AREA ON THE CONCRETE SURFACE TO A 1/4"

AMPLITUDE AND APPLY AN APPROVED SURFACE REPAIR MORTAR.

SURFACE PREPARATION, MIXING, APPLICATION AND CURING SHALL

BE PERFORMED PER MANUFACTURER'S RECOMMENDATIONS.

EFFLORESCENCE REPAIR NOTES:

CRAZING REPAIR NOTES:

CONCRETE CRACK REPAIRA

- NO SCALE

CONCRETE SURFACE REPAIRB

- NO SCALE

TYPICAL MISCELLANEOUS REPAIR NOTESC

- NO SCALE

OFFSET SIDE MOUNT TO METAL

SIDE MOUNT TO METAL (FLANGE MOUNT TO STAIR)

OUTSIDE

FACE

4" HIGH MINIMUM

CONCRETE CURB WHERE

INDICATED; OTHERWISE

PROVIDE 4" KICKPLATE

CHANNEL ACTS AS KICKPLATE

4" KICKPLATE

1/ 4"

GRATING OR

CHECKERED

PLATE

CHANNEL FLANGE INWARD

WITH FLOOR ON TOP

CHANNEL ACTS AS KICKPLATE

FLANGE MOUNT TO METAL

1/ 4"

SLEEVE MOUNT TO CONCRETE

4" HIGH MINIMUM

CONCRETE CURB WHERE

INDICATED;OTHERWISE

PROVIDE 4"KICKPLATE

1/ 4"

SIDE MOUNT TO CONCRETE

4" HIGH MINIMUM

CONCRETE CURB WHERE

INDICATED; OTHERWISE

PROVIDE 4"KICKPLATE

FLANGE MOUNT TO CONCRETE

1/ 4"

6'-0" MAXIMUM 1'-0" TYPICAL

3' -6

"EQ

CORNER PLAN

STAIR RAILING ELEVATION

CONTINUOUS HANDRAIL AT

INTERMEDIATE LANDING

SEE NOTE 4 AND 5

FOR POST MOUNTING

SEE DETAILS BELOW

CONCRETE STAIR

OR METAL

STRINGER

CONTINUOUS

CORNER

OPTIONAL

CONTINUOUS

HANDRAIL

BRACKET

FACE OF WALL

OR ADJACENT

RAIL

1 1/2"

RAILING

TYPICAL

HANDRAIL

1 1/2" DIAMETER

RAILING

GUARDRAIL

PLATFORM

EDGE BEYOND,

IF APPLICABLE

TOP OF FLOOR

OR PLATFORM

GUARDRAIL

1'-0" TYPICAL, UNLESS NOTED OTHERWISE

15" ø OFFSET MOUNTED

3" CLR

END TERMINATION AND CORNER ELEVATION

TOP OF FLOOR

OR PLATFORM

1' -5

-5

1' -5

-5

8" 4"

1'-0" IF NO INTERSECTING

RAIL, OTHERWISE 4"

SEE NOTE 5

6" 6"

1'-0" IF NO INTERSECTING

RAIL, OTHERWISE 4"

SEE NOTE 5

5'-0" MAXIMUM POST

SPACING ON STAIRS

LANDING

3" CLEAR

STEEL RAILINGALUMINUM RAILING

SEE RAILING SPECIFICATIONS FOR COATING

REQUIREMENTS OF ALUMINUM RAILING IN

CONTACT WITH CONCRETE

THOMPSON CAST ALUMINUM BRACKET

(#TSM-1.50), OR ACCEPTABLE

EQUAL; WITH (4) 1/2" STAINLESS STEEL

EXPANSION OR ADHESIVE ANCHORS

STEEL SIDE MOUNT

BY RAILING SUPPLIER

TOP OF

FLOOR OR

PLATFORM

TOP OF CURB

WHERE APPLICABLE

EDGE OF FLOOR

OR PLATFORM

NOTE: USE SIDE-MOUNTED DETAILS UNLESS

NOT FEASIBLE TO INSTALL.

2" M

U M

2" M

U M

NOTES:

1. RAILING MATERIAL AND FABRICATION SHALL BE AS INDICATED ON THE DESIGN DRAWINGS AND IN THE PROJECT

SPECIFICATIONS FOR HANDRAILING AND GUARDRAILING.

2. ALL RAILING AND MOUNTINGS SHALL BE DESIGNED AND FABRICATED IN COMPLIANCE WITH THE MOST STRINGENT REQUIREMENTS OF THE RAILING SPECIFICATIONS, THE APPLICABLE LOCAL BUILDING CODE AND ALL PERTINENT OSHA

AND LOCAL SAFETY REGULATIONS.

3. GUARDRAIL AND HANDRAIL SHALL BE DESIGNED AND FABRICATED IN CONFIGURATIONS REQUIRED TO FIT THE LOCATIONS INDICATED ON THE DESIGN DRAWINGS. CONTRACTOR SHALL VERIFY FINAL DIMENSIONS BEFORE

FABRICATION.

4. GUARDRAIL MAY BE REPLACED WITH WALL MOUNTED HANDRAIL AT STAIR EDGES AND STRINGERS LOCATED ADJACENT TO WALLS. IF THE OUTSIDE EDGE OF THE STAIR STRINGER IS MORE THAN 3" FROM THE WALL FACE, GUARDRAIL

SHALL BE USED.

5. THE INBOARD HANDRAILING AT SWITCHBACK STAIR LANDINGS MUST BE CONTINUOUS FROM ONE STAIR RUN TO THE NEXT. ADJUST INDICATED DIMENSION AS REQUIRED TO ALIGN AND CONNECT RAILINGS OVER THE LANDING EDGE.

6. THE GUARDRAIL AND HANDRAIL CONFIGURATIONS ON THIS SHEET WILL NOT SATISFY ADA REQUIREMENTS FOR HANDICAPPED ACCESSIBILITY. AT LOCATIONS ON THE DESIGN DRAWINGS WHERE CONFORMANCE WITH ADA REQUIREMENTS IS SPECIFICALLY NOTED, THE RAILING SUPPLIER SHALL MODIFY THE CONFIGURATIONS TO COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF ANSI 117.1 UNIFORM FEDERAL ACCESSIBILITY STANDARDS AND THE ACCESSIBILITY STANDARDS OF THE AMERICANS WITH

DISABILITIES ACT (ADA).

7. AT LOCATIONS SPECIFICALLY INDICATED AS REMOVABLE RAILING, GUARDRAILING AND MOUNTING

DETAILS SHALL BE MODIFIED AS FOLLOWS:

* RAILING SHALL BE DETAILED IN SHORT LENGTHS THAT WEIGH NO MORE THAN 50 LBS. EACH PIECE SHALL INCLUDE AT LEAST 2, BUT NOT MORE THAN 3 POSTS. RAIL ENDS SHALL BE TERMINATED

SIMILAR TO THE END TERMINATION DETAILS THIS SHEET.

* MOUNTING DETAILS SHALL BE MODIFIED TO PERMIT RAILING PIECES TO BE REMOVED AND

REINSTALLED WITHOUT USE OF TOOLS.

1 1/2" MINIMUM CLEARANCE;

CONCRETE OR

METAL STAIRS

1 1/2" DIAMETER

HANDRAILING

TOP OF FLOOR

OR PLATFORM

TOP OF FLOOR

OR PLATFORM

2' -1

1'-0"

6" 1'-0"

RETURN HANDRAIL

TO WALL

RETURN

HANDRAIL

TO WALL

A-A

RETURN HANDRAIL TO WALL

CLOSE END, WELD & GRIND

SMOOTH, TYPICAL

HANDRAIL

WALL BRACKET, FASTEN TO CONCRETE

WITH 3/8" STAINLESS STEEL EXPANSION

OR ADHESIVE ANCHOR (3 1/2" MINIMUM

EMBED) OR TO CONCRETE BLOCK WITH

3/8" STAINLESS STEEL TOGGLE BOLT,

TYPICAL

1 1/2" MINIMUM CLEARANCE;

OTHERWISE CENTERED

OVER STRINGER

1/2"

STOP PLATE SHALL BE

LOCATED SUCH THAT CLOSED

GATE IS IN ALIGNMENT WITH

GUARDRAIL

GATE CONFIGURATION TO MATCH ADJACENT RAILING OR AS

PROVIDED BY SELF-CLOSING SAFETY GATE MANUFACTURER IN SAME

MATERIAL AS GUARDRAIL SWING GATE INWARD WITH HINGES

LOCATED TO PROVIDE LEAST OBSTRUCTION TO ACCESS

2 RAIL

ALUMINUM OR STAINLESS STEEL

SELF-CLOSING HINGES WITH

NYLON BEARINGS AND

STAINLESS STEEL SPRINGS

TOP OF FLOOR

OR PLATFORM

5" M

U M

3" M

U M

(4) 1/2"

EXPANSION OR

ADHESIVE ANCHORS (2) 5/8"

EXPANSION OR

ADHESIVE ANCHORS

4 BOLT 2 BOLT

SEE RAILING SPECIFICATIONS FOR COATING

REQUIREMENTS OF ALUMINUM RAILING IN

CONTACT WITH CONCRETE

TOP OF CONCRETE

STEEL RAILINGALUMINUM RAILING

STEEL BASE FLANGE

BY RAILING SUPPLIERTHOMPSON CAST ALUMINUM BASE

FLANGE #TBF-3.4 FOR 4 BOLTS,

#TBF-3.2 FOR 2 BOLTS, OR

ACCEPTABLE EQUAL

EDGE OF CONCRETE

NOTE: USE SIDE-MOUNTED DETAILS UNLESS

NOT FEASIBLE TO INSTALL.

REMOVABLEFIXED

NOTES:

1. FIXED AND REMOVABLE DETAILS SIMILAR EXCEPT AS NOTED.

2. THE REMOVABLE SLEEVE MOUNT DETAIL SHALL NOT BE USED

IN WET LOCATIONS SUBJECT TO FREEZING. SUBSTITUTE A

REMOVABLE BASE FLANGE OR SIDE MOUNT DETAIL.

3/16" WEEPHOLE, ALL EXTERIOR

POSTS ON MECHANICALLY

CONNECTED FIXED RAILING

1 1/2" POST

LEAVE CLEAR AT

REMOVABLE POSTS

SEALANT

2" ID PVC PIPE SLEEVE AT

REMOVABLE POSTS

POST SETTING CEMENT

BETWEEN PVC AND STEEL

SLEEVES, ONLY AT

REMOVABLE POSTS

FILL LOWER 5 3/4" WITH

STYROFOAM, ON ALL

EXTERIOR FIXED POSTS

POST SETTING CEMENT

AT FIXED POSTS

3" STEEL PIPE SLEEVE WITH

1/8" WELDED BASE PLATE ALL

GALVANIZED

CONCRETE CURB

WHERE INDICATED

SEALANT

4-#3 BARS x 2'-0" LONG, WELD TO SLEEVE AND FIELD

BEND. AT STAIRS

FIELD BEND BARS TOWARD

CENTER OF STAIRS

MINIMUM

1/ 2"

5" 1/

STEEL RAILINGALUMINUM RAILING

FLANGE TYPICAL

POLYESTER FILM ISOLATOR

BETWEEN ALUMINUM

BRACKETS AND DISSIMILAR

METAL STRINGERS

IF PERMITTED BY THE ENGINEER THE

STEEL BASE PLATE MAY BE OMITTED

ON STEEL STRINGERS AND THE STEEL

POST FIELD WELDED WITH A 1/4"

FILLET WELD ALL AROUND THE BASE

MINIMUM (2) 1/2"

STAINLESS STEEL

BOLTS TYPICAL

CENTER POST ON

FLANGE TYPICAL

THOMPSON CAST ALUMINUM BASE

FLANGE (#TBF-2) AT HORIZONTAL STRINGER

OR (#ABF-1) AT STAIR STRINGER OR

ACCEPTABLE EQUAL

STEEL BASE FLANGE

BY RAILING SUPPLIER

POST MOUNTED TO METAL

TOP OF STRINGER

POLYESTER FILM ISOLATOR

BETWEEN ALUMINUM BRACKETS

AND DISSIMILAR METAL STRINGERS STRINGER

THOMPSON CAST ALUMINUM

BRACKET (#TSM-1.50) OR

ACCEPTABLE EQUAL; WITH MINIMUM

(2) 1/2" STAINLESS STEEL BOLTS

STEEL BRACKET BY RAILING

SUPPLIER WITH MINIMUM (2) 1/2"

STAINLESS STEEL BOLTS

ALUMINUM RAILING STEEL RAILING

POLYESTER FILM ISOLATOR

BETWEEN ALUMINUM BRACKETS

AND DISSIMILAR METAL STRINGERS STRINGER

THOMPSON CAST ALUMINUM

(#SMB-2) OR (#SMB-3) OR

ACCEPTABLE EQUAL; WITH MINIMUM

(2) 1/2" STAINLESS STEEL BOLTS

STEEL BRACKET BY RAILING

SUPPLIER WITH MINIMUM (2) 1/2"

STAINLESS STEEL BOLTS

ALUMINUM RAILING STEEL RAILING

TOP OF STRINGER

ED APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida Black & Veatch Corporation

SUBCONSULTANT:

C :\P

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415154

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SUBMITTAL

JANUARY 2024

S-104

MOSS PARK WWTF

STRUCTURAL

STANDARD RAILING

DETAILS

BWV

KHJ

1 1/2"=1'-0"

12" 9" 6" 3" 1'0

3"=1'-0"

03"6"9"12"

3/8"=1'-0"

12" 6" 0 7'6'5'4'3'2'1'

TWO RAIL GUARDRAILA

3/8" = 1'-0"

WALL MOUNTED HANDRAILB

3/8" = 1'-0"

SELF-CLOSING SWING GATEC

3/8" = 1'-0"

BASE FLANGE MOUNTD

1 1/2" = 1'-0"

SIDE MOUNTE

1 1/2" = 1'-0"

SLEEVE MOUNTF

1 1/2" = 1'-0"

BASE FLANGE MOUNTG

1 1/2" = 1'-0"

SIDE MOUNTH

1 1/2" = 1'-0"

OFFSET SIDE MOUNTJ

1 1/2" = 1'-0"

10.

11.

12.

LEGENDS SHOWN IN THIS DRAWING ARE BASED ON A

TEMPLATE THAT IS NOT PROJECT SPECIFIC. SOME

LEGEND SYMBOLS ARE NOT USED ON THIS PROJECT, BUT

ARE SHOWN TO PROVIDE A DICTIONARY FOR SYMBOLS

THAT MAY ALSO BE USED DURING THE PROJECT

CONSTRUCTION PHASE.

FOR PROCESS MECHANICAL ABBREVIATIONS, REFER TO

GENERAL ABBREVIATIONS.

REFER TO THE P&ID LEGEND AND ABBREVIATIONS FOR

SINGLE-LINE VALVE, GATE, ACTUATOR, FITTING,

EQUIPMENT, AND OTHER SYMBOLS.

FITTING TYPES IN THE LEGEND ON THIS SHEET SHOW

FLANGED END CONNECTIONS. FITTINGS FOR OTHER END

CONNECTION TYPES ARE SIMILAR.

VALVE TYPES IN THE LEGEND ON THIS SHEET REPRESENT

THE TYPICAL APPEARANCE FOR EACH TYPE OF VALVE.

THE ACTUAL VALVES USED FOR THIS PROJECT MAY VARY

IN APPEARANCE.

LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED

ELEVATION POINTS.

SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL MATCH

CONNECTING PIPING, UNLESS OTHERWISE INDICATED.

TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE

SAME AS CONNECTING PIPING.

ALL REQUIRED HANGERS, SUPPORTS, BRACES, INSERTS,

AND ACCESSORIES ARE NOT SHOWN ON THE DRAWINGS.

PIPE SUPPORTS FOR 12-INCH DIAMETER AND SMALLER

PIPES SHALL BE DESIGNED AND FURNISHED BY THE

CONTRACTOR AS SPECIFIED, UNLESS OTHERWISE

SPECIFIED.

ALL PRESSURIZED OR SURCHARGED PIPELINES, PIPE

FITTINGS, COUPLINGS, JOINTS, EXPANSION JOINTS, TANK

CONNECTIONS, AND CHANNEL CONNECTIONS SHALL BE

PROVIDED WITH THRUST RESTRAINT BASED ON

SPECIFIED PRESSURES AND TEMPERATURES.

NUMBER AND LOCATION OF UNIONS AND COUPLINGS

SHOWN ON DRAWINGS IS ONLY APPROXIMATE.

CONTRACTOR SHALL PROVIDE ALL UNIONS AND

COUPLINGS REQUIRED BY THE SPECIFICATIONS AND AS

NECESSARY TO FACILITATE CONVENIENT REMOVAL OF

VALVES AND MECHANICAL EQUIPMENT.

WALL/FLOOR PIPES AND SLEEVES SHALL BE INSTALLED

PERPENDICULAR TO THE WALL/SLAB. ANGLED

INSTALLATIONS ARE NOT ALLOWED.

CONTRACTOR SHALL ORIENT VALVES AS SPECIFIED.

GENERAL PROCESS MECHANICAL NOTES

PIPE & FITTINGS SYMBOL LEGEND

EXISTING PIPE

NEW PIPE

EXISTING PIPING TO

BE REMOVED

WELDED JOINT

GROOVED END JOINT

FLANGED JOINT

MECHANICAL JOINT

W/INTEGRAL RESTRAINT

GROOVED END

ADAPTER FLANGE

RESTRAINED FLANGED

COUPLING ADAPTER

HARNESSED MECHANICAL

COUPLING

METAL BELLOWS EXPANSION

JOINT W/CONTROL RODS

ELASTOMERIC BELLOWS

EXPANSION JOINT

W/CONTROL RODS

BEND UP

BEND DOWN

LATERAL UP

LATERAL DOWN

CONCENTRIC REDUCER

ECCENTRIC REDUCER

REDUCING BUSHING

UNION

BLIND FLANGE

BEND, 90°

CROSS

TEE

BEND, 45°

WYE (45° LATERAL)

DISMANTLING JOINT

TEE UP

TEE DOWN

DOUBLE LINE

BLIND FLANGE

CAP OR PLUG

CROSS

BEND

BEND DOWN

BEND UP

REDUCER

RUPTURE DISK

TEE

TEE DOWN

TEE UP

WYE

WYE STRAINER

DRAIN OR BELL-UP

UNION

BELLOWS EXPANSION JOINT

W/CONTROL RODS

PIPE SECTION

XXX MECHANICAL EQUIPMENT/VALVE TAG, SEE P&ID

LEGEND & ABBREVIATIONS

12" XX

PIPE TAG

PIPE SIZE

PIPE SERVICE SYSTEM CODE, SEE P&ID

LEGEND & ABBREVIATIONS

PIPE, EQUIPMENT & VALVE TAG LEGEND VALVE SYMBOL LEGEND

PLAN VIEW

BALL VALVE

AWWA BALL VALVE

SECTION/

ELEVATION VIEW

SINGLE LINE

BUTTERFLY VALVE

CHECK VALVE: SPLIT DISC

CHECK VALVE: HORIZONTAL SWING

COMBINATION AIR VALVES

GATE VALVE

GLOBE VALVE

ECCENTRIC PLUG VALVE

KNIFE GATE VALVE

DIAPHRAGM VALVE

PINCH VALVE

PLUG VALVE

CHECK VALVE: BALL CHECK

PRESSURE CONTROL VALVE

3-WAY PLUG VALVE

SOLENOID VALVE

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida Black & Veatch Corporation

SUBCONSULTANT:

C :\P

W _W

O R

G \B

_2 \D

M -1

W G

1/ 9/

415154

100%

SUBMITTAL

JANUARY 2024

M-101

MOSS PARK WWTF

MECHANICAL PROCESS

LEGEND

STM

JWS

JVG

SSSSSSSSSSSS

BE BE BE BE

BEBE BE BE

BW BW BW BW BW BW BW BW BW BW BW

BFM

BFM BFM BFM

BFM

8'4'2' 04'

HORIZONTAL SCALE 1"=4'

C :\P

W _W

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G \B

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M -1

W G

1/ 9/

415154

100%

SUBMITTAL

JANUARY 2024

M-102

MOSS PARK WWTF

MECHANICAL PROCESS

AIR PIPING AND

DIFFUSERS PLAN AND

SECTION

STM

JWS

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida Black & Veatch Corporation

SUBCONSULTANT:

AERATION BASIN 1

AERATION BASIN 2

AERATION BASIN 4

CLARIFIER

CHLORINECONTACT

AERATIONBASIN 3

SLUDGEHOLDINGTANK

GATE VALVE

INFLOW (FROM LIFT STATION)

3" PVC RAS

RETURN PIPE

6" DIP OVERFLOW PIPE

INFLOW (FROM LIFT STATION)

SEE NOTE

4 (TYP.)

(2) 12" SS

COARSE

BUBBLE

DIFFUSERS

(2) 12" SS COARSE

BUBBLE DIFFUSERS4" BFV (TYP. OF 2)

SEE NOTES 1 & 2

(TYP. OF 2)

1- ARCH EXPANSION JOINT

(TYP. OF 2) (SEE NOTE 1)

POSITIVE DISPLACEMENT BLOWER

PACKAGE ENCLOSURE #1

POSITIVE DISPLACEMENT BLOWER

PACKAGE ENCLOSURE #2

SEE NOTE 5 (TYP. OF 2)

WEIR BOX WITH SCUM BAFFLE (TYP)

CONNECTION TO EXISTING SLUDGE

RETURN CAP AIR LIFT #1.

1 1/2" CONTROL BALL

VALVE BV-2210(6) 12" SS COARSE

BUBBLE DIFFUSERS

(2) 12" SS COARSE

BUBBLE DIFFUSERS

1- 1/

2" A

1-1/2" AIR

1-1/4" AIR2-1/2" AIR

4" AIR

1-1/2" AIR

1-1/4" AIR

2" AIR NOTES:

1. BLOWER DISCHARGE CONNECTION SIZE MAY VARY WITH VENDOR.

DISCHARGE EXPANSION JOINT AND CHECK VALVE SIZES SHALL

MATCH THE BLOWER DISCHARGE CONNECTION SIZE.

2. CHECK VALVE SHALL BE INSIDE THE BLOWER ENCLOSURE IF IT IS

BLOWER MANUFACTURER'S STANDARD.

3. BLOWER PACKAGE ENCLOSURE DIMENSIONS MAY VARY WITH

VENDOR. MAXIMUM DIMENSIONS SHOWN.

4. ALL PIPING, PIPE SUPPORTS, ACCESSORIES AND DIFFUSERS

DOWNSTREAM OF THE FLANGE AT EACH AERATION TANK AND

SLUDGE HOLDING TANK DROP LEG SHALL BE DIFFUSERS

VENDOR'S RESPONSIBILITY.

5. AIR PIPE ELEVATION TO MATCH BLOWER DISCHARGE CONNECTION

ELEVATION.

6. FIELD VERIFY AND MATCH THE CONNECTING EXISTING AIR LIFT

PIPE SIZE. FIELD WELD FLANGE TO THE EXISTING AIR LIFT PIPE

BEFORE CONNECTING TO THE NEW AIR LIFT PIPE.

7. ALL ELBOWS IN AIR PIPING SHALL BE LONG RADIUS.

8. ROUTE AIR PIPING ALONG THE TOP OF THE AERATION TANKS.

ELEVATE THE AIR PIPING AS NEEDED FOR PIPE SUPPORTS AND

SPECIFIED 1" THICK MECHANICAL INSULATION.

9. PIPE SUPPORT DETAIL B ON SHEET M-103 SHALL BE PROVIDED FOR

ALL THE PIPE SUPPORTS ON TOP OF THE BASINS.

PLAN

1" = 4'-0"

SECTION1

- 1" = 4'-0"

SLUDGE HOLDING

TANK

AERATION

TANK 1CLARIFIER

CONNECTION TO

EXISTING 3" CAP

3" PVC CAP

3" PLUG VALVE

1" PLUG VALVE

CONNECTION TO

EXISTING 1 1/4" CAP

3" PVC WAS PIPE

NEW 1-1/2" AIR PIPE HANDRAILS

(TYP)

ELEV. 74.00'

4" PIPE

TO CONNECTION VALVE

FORCE MAIN INLETS

ELEV. 64.00'ELEV. 64.00'

6" DIP OVERFLOW

PIPE INV. 72.75'

(2) 12" SS COARSE

BUBBLE DIFFUSERS

CL EL 65.00

3' -9

3'-7"

(TYP)

3'-0"

3' -0

10"

5'-0"

PIPE SUPPORT

(SLIDING) (TYP.)

(3) 12" SS COARSE

BUBBLE DIFFUSERS

18'-0"

'-0

B M-103

1-1/4" CONTROL BALL

VALVE BV-2320

'-0

6"1-1/4" BALL

VALVE BV-2420

SEE NOTE 8

2" CONTROL BALL

VALVE BV-2120

1" CONTROL BALL

VALVE BV-2610

SEE NOTE 6

DIFFUSERS BELOW AT

ELEVATION 65.00 (TYP.)

AIR PIPING HEADER SUPPORTED

FROM BASIN WALL BELOW

PIPE SUPPORT

(NONSLIDING)

(TYP. OF 2)

A M-103

8'-0"

7'-0"

RAS PIPE

GRADE

ELEV. 70.00'

ELEV. 72.75'ELEV. 72.75'

CV-1100

BFV-1100

BLR-1100

BLR-1000

BFV-1000

CV-1000

SEE NOTE 4

1-1/4" AIR

2" AIR

1'-0"

14'-0"1'-0"

14'-0"

1'-0"

SEE

NOTE 4

SEE

NOTE 4

SEE NOTE 4

(TYP.)

1-1/4" AIR

PIPE SUPPORT

(SLIDING) (TYP.)

B M-103

1-1/4" CONTROL

BALL VALVE

BV-2320

FOR CLARIFICATION,

SEE ENLARGED VIEW

ENLARGED VIEW

1" = 1'-0"

C :\P

W _W

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415154

100%

SUBMITTAL

JANUARY 2024

M-103

MOSS PARK WWTF

MECHANICAL PROCESS

DETAILS

STM

JWS

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Orlando, Florida Black & Veatch Corporation

SUBCONSULTANT:

ISOLATION

PROTECTION

SADDLE

SECTION3

ELEVATION

SS AIR PIPE

WITH INSULATION

SS AIR PIPE WITH

INSULATION

PIPE CLAMP,

FINGER TIGHTEN

1 5/8" UNISTRUT

CHANNEL OR EQUAL

1 5/8" UNISTRUT

CHANNEL OR

EQUAL

3/8" ANCHOR

BOLT (TYP)

EXISTING

CONCRETE

ISOLATION

PROTECTION

SADDLE

ANCHOR

BOLT

EXISTING

CONCRETE

PIPE SUPPORT (NONSLIDING)

NO SCALE

SECTION2

ELEVATION

B Y

2" G

R O

U T

1/2" THICK SS

BASE PLATE

1/4

1/4 1/4

1/4 4"Ø SS AIR

PIPE

BEND 1/4" THICK

304L SS PLATE

TO FIT PIPE OD

(2) 3/4"Ø SS ANCHOR

BOLTS W/ PLATE WASHER

1 1/2"x 1 1/2"x1/2"

PLATE WASHER

WELDED TO

BOLT HEAD

PIPE SUPPORT (SLIDING)

NO SCALE

4"Ø SS AIR

6" M

W5x16.0 I-BEAM, 304L SS

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

Orlando, Florida Black & Veatch Corporation

SUBCONSULTANT:

MOSS PARK WWTF

IMPROVEMENTS PROJECT

415154

DECEMBER 2023

FACILITY OF AREA CODE

ELECTRICAL

JFF

SDV

RTM

WCN

E-101

SYMBOLS, NOTES &

ABBREVIATIONS

\U se rs

\S te ph an ie Vi ck er s\ El ec tri ca l D es ig n As so ci at es

E-

D oc um en ts

\B la ck

V ea tc h\

O ra ng e

Co un ty \Y

-9

(C on t)\

M os s P ar k W

D w gs \E

-1

.d w g, 2/

:2 6:

M , D

W G

To P

D F.

100%

SUBMITTAL

SSSSSSSSSS

SSSSSSSS

BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW BW

OEOE

BFM

BFM BFM BFM BFM BFM

MBF

BFMBFM

BFM

B…

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File details come from the government source that posted it. Updated May 11, 2025.