h v o

GDM

GENERAL

00GM01

204170-100000

AH

GENERAL NOTES, LEGENDS AND SYMBOLS

204170B_00GM01.dgn

X

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

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1 2 3 4 5 6 7 8 9 10 11 12 13

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CA 00008571

PHONE: (941) 371-9832 FAX: (941) 371-9873

SARASOTA, FL. 343232

301 NORTH CATTLEMEN ROAD, SUITE 302

BID DOCUMENTS

No 93091

ELECTRONIC COPIES.

VERIFIED ON ANY

THE SIGNATURE MUST BE

ADJACENT TO THE SEAL.

HORVAT ON THE DATE

SEALED BY ANTHONY

DIGITALLY SIGNED AND

THIS ITEM HAS BEEN

P lo t

D a te

-M

A Y -2

:0

:3

P

M U s e r:

s v c P

W

M o d e l:

L a y o u t1

C lo rT a b le g s h a d e .c tb

D e s ig n S c ri p t:

a ro ll o S td

P e n v .p n lo tS c a le :1

L A

S T S

A V

E D B

Y

PROJECT NO. FILE NAME:

PIPING SYMBOLS MECHANICAL SYMBOLS

V V

K

SILENT CHECK VALVE

ECCENTRIC PLUG VALVE

MUD VALVE (PLAN VIEW)

ELBOW, 11.25 DEGREE

ELBOW, 22.5 DEGREE

SWING CHECK VALVE

FLEXIBLE COUPLING ADAPTER

DISMANTLING JOINT

WAFER CHECK VALVE

GLOBE VALVE

ANCHOR

CAP

CROSS

LATERAL

TEE

UNION

FLANGED COUPLING ADAPTER

GROOVED END ADAPTER

FLANGED COUPLING ADAPTER

FLEXIBLE COUPLING

EXPANSION COMPENSATOR

ELBOW, 90 DEGREE

LUBRICATED PLUG

BALL CHECK VALVE

KNIFE GATE VALVE

MIXING VALVE

DUAL CHECK VALVE

DIAPHRAGM VALVE

FLANGE

ELBOW, 45 DEGREE

EXP JOINT

PINCH VALVE

PLUG VALVE

(RUBBER GASKET)

FLANGED JOINT

ADAPTER SIDE

THRUST TIES

WITH THRUST TIES

WELDED JOINT

CONTROL VALVE

GATE VALVE

BALL VALVE

CHARACTERIZED BALL

BUTTERFLY VALVE

TEE DOWN

METAL BELLOWS EXP JOINT

FLEXIBLE COUPLING WITH

ELASTOMER BELLOWS

HUB & SPIGOT JOINT

GROOVED END JOINT

CONCENTRIC REDUCER

ELBOW DOWN

ELBOW UP

TEE UP

LATERAL DOWN

LATERAL UP

VALVE

(RESTRAINED)

PUSH-ON JOINT

3-WAY GLOBE TYPE

NEEDLE VALVE

PREVENTER

CHECK BACKFLOW

M

S

X

M

PUMP: ROTARY

PUMP: METERING

CAVITY

PUMP: CENTRIFUGAL

PUMP: PLUNGER

VENTURI TUBE

STRAINER: WYE TYPE

STRAINER: WYE TYPE

WITH BLOWOFF

WEIR

SLUICE GATE

PUMP: DIAPHRAGM

VALVE: TELESCOPING

VALVE: AIR RELIEF

VALVE: ANGLE

PRESSURE-REDUCING REGULATOR

PULSATION DAMPENER

PRIMARY FLOW ELEMENT:

PUMP: RECIPROCATING

PUMP: PROGRESSIVE

X = U - ULTRASONIC

X = TH - THERMAL

X = R - ROTAMETER

X = M - MAGNETIC

X = C - CORIOLIS

PRIMARY FLOW ELEMENT:

PUMP: SUBMERSIBLE

PUMP: SCREW

FLUME

PRIMARY FLOW ELEMENT:

ORIFICE PLATE

X = PT - PITOT TUBE

ROTARY CHEMICAL

RUPTURE DISK

SLIDE GATE

SAMPLE PORT

SIGHT GLASS

FEEDER

PRIMARY FLOW ELEMENT:

X = T - TURBINE

X = P - PROPELLER

PRIMARY FLOW ELEMENT:

X = D - DENSITY

VALVE: CONE

FLOW SWITCH

FIRE HYDRANT

RADAR

PRIMARY LEVEL ELEMENT:

THERMOMETER

W/ EXTERNAL PRESSURE TAP

REGULATOR W/EXTERNAL

BACKPRESSURE REGULATOR

VALVE: THREE WAY

BACKPRESSURE REGULATOR

PUMP: PERISTALTIC TUBE METERING

VALVE: THREE WAY

VALVE: THREE WAY

MOTOR OPERATED

SELF-CONTAINED

AIR OPERATED

SOLENOID OPERATED

VALVE: PLUG CONCENTRIC

VALVE: PRESSURE RELIEF

VALVE: VACUUM

PRESSURE TAP

PRESSURE-REDUCING

PRESSURE-REDUCING

REGULATOR: SELF-CONTAINED

VALVE: FLAPPER CHECK

VALVE: FOUR WAY

VALVE: HOSE

DIFFUSER

AIR VENT

OR FLUSHING

RECIPROCATING

DRAIN

BLOWER

QUICK DISCONNECT

PRIMARY LEVEL ELEMENT:

HIGH PRESSURE AIR

BATCHMETER

AIR OR CHEMICAL

COMPRESSOR:

ELECTRIC MOTOR

EXPANSION JOINT,

EQUIPMENT DRAIN

PUMP: VERTICAL LIFT

PIPE REDUCER: CONCENTRIC

FLEXIBLE VIBRATION

COMPRESSOR/TURBINE

CALIBRATION COLUMN

DIAPHRAGM SEAL

JOINT

EJECTOR OR EDUCTOR

FLAME ARRESTER

FLOOR DRAIN

FLAME ARRESTER WITH

PRESSURE

THERMALLY OPERATED VALVE

FAN: EXHAUST/SUPPLY

FILTER

WEIR

FLOAT SWITCH

ULTRASONIC

PRIMARY LEVEL ELEMENT:

PRIMARY LEVEL ELEMENT:

OIL OR MOISTURE TRAP

GAUGE: PRESSURE

GAUGE: DIFFERENTIAL

MIXER

PRIMARY LEVEL ELEMENT:

BUBBLER

BASKET STRAINER

PRIMARY LEVEL ELEMENT:

ELECTRODE

PRIMARY LEVEL ELEMENT:

FLUID

INVERTED COLUMN

DESCRIPTION SINGLE LINE DESCRIPTIONSINGLE LINE DESCRIPTION SINGLE LINEDOUBLE LINE SINGLE LINE DESCRIPTION DESCRIPTIONSINGLE LINEDOUBLE LINE

IDENTIFICATION SYMBOLS

PROCESS LINE SYMBOLS

LINE SYMBOLS

CONTINUATION TO DWG NO.

CONTINUATION FROM DWG NO.

UNIQUE IDENTIFIER

CHEMICAL INJECTION POINT

CONTINUATION TAG

PIPE ABOVE OR BELOW GROUND

DEMO

EXISTING

FUTURE

OR STRUCTURE

PIPE UNDERNEATH SLAB

PRIMARY PROCESS FLOW IN CHANNEL

SECONDARY PROCESS FLOW IN CHANNEL

PRIMARY PROCESS FLOW IN PIPE

SECONDARY PROCESS FLOW IN PIPE

PIPE DESIGNATOR

EQUIPMENT / VALVE TAG

PIPE SIZE FLOW STREAM

PIPE MATERIAL CHANGE

M

XXX-XX-XXXX

X" XXX

C

B A

DWG NO.

CHEMICAL

(FOT. FOB)

ECCENTRIC REDUCER

(FOT, FOB)

PIPE REDUCER: ECCENTRIC

KEY TAG

FOUR WAY VALVE

PLUG VALVE

CONCENTRIC

(TYP.)

EX BOLLARDS

CATCH BASIN

STORMWATER

EXISTING

h

MECHANICAL

00M01

AH

HV

BLEND TANK SITE PLAN

204170B_00M01.dgn

1" = 150'-0"

FILE

A

B

FILE

1" = 20'-0"-

B

BLEND TANK

BLEND TANK

GEOTEXTILE FILTER FABRIC

STONE, 4" THICK, WITH

OF TANK SHALL CONSIST OF #57

4' WIDE AREA AROUND PERIMETER

BLEND TANK

EXISTING

FOR REFERENCE)

(TO BE DEMOLISHED, SHOWN

EXISTING BLEND TANK

STAIR ACCESS (TYP)

HATCH (TYP)

BLEND TANK ACCESS

18'-0"

STORAGE

STAGING AND

LAYDOWN,

CONTRACTOR

CR302

ABOVEGROUND TRANSITION

UNDERGROUND TO

HANDHOLE FOR

EXISTING 12" X 12"

FIBER OPTIC

EXISTING 2"

EASTING: 431880.36±

NORTHING: 667002.57±

EASTING: 431852.95±

NORTHING: 666917.23±

EASTING: 431835.78±

NORTHING: 666862.24±

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

CA 00008571

PHONE: (941) 371-9832 FAX: (941) 371-9873

SARASOTA, FL. 343232

301 NORTH CATTLEMEN ROAD, SUITE 302

THE SIGNATURE MUST BE

ADJACENT TO THE SEAL.

HORVAT ON THE DATE

SEALED BY ANTHONY

DIGITALLY SIGNED AND

THIS ITEM HAS BEEN

REACTOR TANK 4

6' CLF

GATE POST

ESB

ESB

WV

E S

B

ES

ICV

V

WM WM

WM

CO

FH

WM

BFV

ELEV = 9.00

TOP OF PIPE

ELEV = 8.79

TOP OF PIPE

ELEV = 8.91

TOP OF PIPEELEV = 9.05

TOP OF PIPE

ELEV = 9.16

TOP OF PIPE

CO

SV

SV

S

ESB

IC

IC

CO CO

ESB

COCO

ESB ESB

ESB

ESB

ESB W

ESBESB

UNDER GROUND VAULT

CAUTION

T

VLV

.7

ELEV = 8.09

36" TOP OF PIPE

ELEV = 8.08

36" TOP OF PIPE

WATER SPIKOT

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

REACTOR TANK 3

U

A T

IO

N

A N

R

A N

S F

L E

N D

IN

G

F A

C

IL

IT

Y

U

M P

P L

A

REACTOR TANK 2

REACTOR TANK 1

RECARBONATION BASIN

REACTOR TANK 4

WM WM

RIM ELEV = 11.70

SANITARY MANHOLE

RIM ELEV = 12.23

RIM ELEV = 11.82

RIM ELEV = 12.51

SANITARY MANHOLE

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

AeccDbSurfaceContourLabeling (AeccLand130)

P lo t

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s v c d e l:

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P e n v .p tS c a le :1

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PROJECT NO. FILE NAME:

ANY SHUTDOWN WORK.

CONTRACTOR TO PROVIDE 72 HOURS NOTICE TO PLANT STAFF OF 16.

ARE INCONSISTENT WITH EASEMENT OF RECORD.

AUTHORIZE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH

THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT 15.

WITHIN THE FACILITY.

FOR MAINTENANCE OF EXISTING WATER MANAGEMENT FACILITIES

COLLIER COUNTY PUBLIC UTILITIES DEPARTMENT IS RESPONSIBLE 14.

APPLICABLE TRENCH SAFETY STANDARDS.

THAT THE TRENCH EXCAVATION WILL COMPLY WITH THE

PROJECT. CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE

THE TRENCH SAFETY ACT THROUGHOUT THE DURATION OF THE

CONTRACTOR SHALL CONFORM TO THE GUIDELINES SET FORTH IN

EXCAVATION MUST MEET OSHA REQUIREMENTS AND 13.

PLANT MANAGER.

CONTRACTOR SHALL CONFIRM LIMITS OF STAGING AREA WITH 12.

INSPECTOR.

WITHOUT THE PRESENCE OF A COLLIER COUNTY UTILITY

PERFORMED ON AN EXISTING UTILITY MAIN OR STRUCTURE

NO CONNECTION TO, OR ANY OTHER CONSTRUCTION SHALL BE 11.

WITHOUT PRIOR APPROVAL OF THE COUNTY IN WRITING.

NO FIELD CHANGES OR DEVIATION FROM DESIGN SHALL BE MADE 10.

WRITING BEFORE BIDDING OR COMMENCING WORK.

SHALL BE BROUGHT TO THE ATTENTION OF THE COUNTY IN

ANY DISCREPANCIES IN THE DRAWINGS AND/OR SPECIFICATIONS 9.

LOCAL REQUIREMENTS.

SHALL CONFORM TO THE SPECIFICATIONS AND ALL STATE AND

EROSION AND SEDIMENT CONTROL MEASURES. THESE MEASURES

MATERIALS AND SERVICES NEEDED TO ENSURE ADEQUATE

CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, TOOLS, 8.

CONSTRUCTION.

REPLANTING VEGETATION IN ALL AREAS DISTURBED BY THE

CONTRACTOR SHALL BE RESPONSIBLE FOR REGRADING AND 7.

OTHERWISE NOTED.

REGRADING, TO THEIR ORIGINAL CONDITION OR BETTER UNLESS

ALL DISTURBED AREAS SHALL BE RESTORED, INCLUDING 6.

APPLICABLE PERMITS BEFORE COMMENCING WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL 5.

COMMENCING ANY CONSTRUCTION ACTIVITY.

UTILITIES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO

LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING

ABSOLUTELY CORRECT. THE CONTRACTOR SHALL VERIFY THE

PREPARATION ON THESE PLANS, BUT DOES NOT PURPORT TO BE

THE BEST INFORMATION AVAILABLE AT THE TIME OF THE

STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO

LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, 4.

ARE SHOWN USING. SEE SHEET G03, NOTE 26.

AMERICAN VERTICAL DATUM 1988). WHERE RECORD DRAWINGS

ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 88. (NORTH 3.

PERSONS HAVING ACCESS TO THE WORK SITE.

TO PROTECT THE HEALTH, SAFETY AND WELFARE OF THOSE

BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY

DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL

PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM

THROUGH THE DURATION OF CONSTRUCTION FOR THE

THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES 2.

FEDERAL, STATE, AND LOCAL REGULATIONS.

APPROVED TECHNICAL STANDARDS AND SPECIFICATIONS, AND ALL

WATER - SEWER DISTRICT UTILITIES STANDARDS MANUAL, THE

COUNTY LAND DEVELOPMENT CODE, THE COLLIER COUNTY

PROPOSED IMPROVEMENTS SHALL CONFORM WITH THE COLLIER

ALL MATERIALS AND CONSTRUCTION METHODS USED FOR THE 1.

COMPANY.

CONTINUITY TESTING BY A QUALIFIED THIRD PARTY TESTING

HANDHOLE WITH SLACK TO FACILITATE FUTURE REPAIRS. PROVIDE

ROUTING. SPLICES SHALL BE ACCESSIBLE FOR INSPECTION IN

COUNTY AND ENGINEER PRIOR TO INSTALLATION TO VERIFY

AND HANDHOLES SHOWN DIAGRAMMATICALLY. COORDINATE WITH

OPTIC CABLE BETWEEN SPLICE LOCATIONS. LOCATION OF CONDUIT

PROVIDE NEW 12" X 12" HANDHOLES, 2" CONDUIT, 12 COUNT FIBER 2.

FROM RECORD INFORMATION.

LOCATION OF 2" FIBER OPTIC AND HANDHOLES APPROXIMATED 1.

GENERAL NOTES:

KEY NOTES:

TRANSFER PUMPS

HIGH SERVICE

BUILDING

ELECTRICAL

FILTER BUILDING

TYP

SITE SUMMARY:

OPEN SPACE

OPEN TANKS/SLUDGE PONDS

WATER MANAGEMENT

PAVEMENT

BUILDING

13.72 Ac

4.81 Ac

2.30 Ac

3.23 Ac

3.19 Ac

50.4%

17.7%

8.4%

11.8%

11.7%

13.66 Ac

4.18 Ac

2.30 Ac

3.25 Ac

3.19 Ac

50.2%

17.7%

8.4%

11.9%

11.7%

TOTAL SITE 27.25 Ac 100% 100%26.58 Ac

TANK STAIRS.

INCREASE IN IMPERVIOUS AREA = 1,020 SF (0.02 AC) FOR NEW SIDWALK AND 2.

REACTOR 4 PROJECT SITE DEVELOPMENT PLANS, DATED AUGUST 2020.

EXISTING CALCULATIONS ARE DIRECTLY REFERENCED FROM THE SCRWTP 1.

SITE SUMMARY NOTES:

00M02

AH

HV

YARD PIPING PLAN

204170B_00M02.dgn

1" - 15'-0"

BLEND TANK AREA PLAN

2024_SCRWTP REACTOR 4

M03

71'-0"

TEMPORARY BYPASS PIPING

CONTRACTOR TO PROVIDE

13 TEE FITTING

PROVIDE MJ CAP/PLUG ON EACH

BYPASS PIPING. FOLLOWING

CONTRACTOR TO PROVIDE TEMPORARY

PIPING,

COMMISSIONING, REMOVE SECTION OF

SUCCESSFUL START-UP AND

M04

C

M03

CY329

EASTING: 433895.21±

NORTHING: 666982.32±

EXISTING DRAIN LINE

ANALYZER WASTE TO

CONTRACTOR TO ROUTE

EASTING: 433866.76±

NORTHING: 666969.52± EASTING: 433878.95±

NORTHING: 666956.47±

EASTING: 433872.76±

NORTHING: 666912.23±

EASTING: 433801.76±

NORTHING: 666867.23±

EASTING: 433866.76±

NORTHING: 666849.05±

EASTING: 433794.71±

NORTHING: 666849.05±

MC760

MC760

PUMP SKID

204170_00M300

1" = 1'-0"-

MC777

SIDWALK (TYP)

SD401

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

CA 00008571

PHONE: (941) 371-9832 FAX: (941) 371-9873

SARASOTA, FL. 343232

301 NORTH CATTLEMEN ROAD, SUITE 302

THE SIGNATURE MUST BE

ADJACENT TO THE SEAL.

HORVAT ON THE DATE

SEALED BY ANTHONY

DIGITALLY SIGNED AND

THIS ITEM HAS BEEN

AeccDbCogoPoint (AeccLand130)

AeccDbCogoPoint (AeccLand130)

MT42X24

ELEV = 12.28

CATCH BASIN

P lo t

D a

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M U s e r:

s v c d e l:

L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td

P e n v .p tS c a le :1

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Y

PROJECT NO. FILE NAME:

ADEQUATE LEAK DETECTION.

SECTION 40_05_00.01). DOUBLE CONTAINMENT IS REQUIRED FOR

PVC CONTAINMENT PIPE (AS SPECIFIED IN PIPE SCHEDULE,

ALL CHEMICAL PIPING SHALL BE INSTALLED WITHIN A 2" OR 4" SCH 80 2.

FOR REFERENCE ONLY. SEE SHEET G03, NOTE 26.

ON SHEET D04 FOR EXISTING CONDITIONS. RECORD DRAWINGS ARE

AND EXTENTS OF PIPE AND VALVE REMOVAL. SEE DETAIL PHOTOS

CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

ENGINEERING., 1986) AND DO NOT FULLY REPRESENT EXISTING

PROJECT (PRC CONSOER TOWNSEND, A DIVISION OF PRC

COUNTY SOUTH COUNTY WATER TREATMENT PLANT EXPANSION

RECORD DRAWINGS USED WERE PREPARED FOR THE COLLIER 1.

RESPECTIVE LOCATION.

PROVIDE SAMPLING PUMP DISCHARGE LINE (1" SCH. 80 CPVC) AT 25.

AND/OR BLEND TANK CLEANING OPERATIONS.

USED TO ISOLATE EACH SUCTION LINE DURING NORMAL OPERATION

RESPECTIVE LOCATIONS. A 1" FULL PORT BALL VALVE SHALL BE

PROVIDE SAMPLING PUMP SUCTION LINES (1" SCH. 80 CPVC) AT 24.

EQUAL) FOR CAUSTIC AND CHLORINE SOLUTION INJECTIONS.

PROVIDE CHEMICAL INJECTION VAULT (CHRISTY MODEL NO. N52, OR 23.

INSTRUMENTATION DRAWINGS.

WALL PENETRATION FOR ULTRASONIC LEVEL INDICATOR, SEE 22.

AND pH ANALYZER.

PROVIDE SAMPLING EQUIPMENT FOR TOTAL CHLORINE ANALYZER 21.

(DETAIL MA708).

pH/TEMPERATURE ANALYZER AND FLOW INDICATOR TRANSMITTER

PROVIDE SAMPLING EQUIPMENT FOR FREE CHLORINE ANALYZER, 20.

SCREEN (TYP). SEE DETAIL CS510.

TERMINATE VENT 1' FROM TOC WITH STAINLESS STEEL INSECT

TANK VENT TO OUTSIDE AIR. PROVIDE 12" RING FLANGE AND 19.

PIPING FOR INSTALLATION OF LEAK DETECTION.

TYPICAL DETAIL CY329. CONTRACTOR TO DETERMINE LOW SPOT OF

PROVIDE LEAK DETECTION ON DOUBLE CONTAINED PIPING PER 18.

SLIDE GATES.

IN SECTION 40_05_59.20 LOW-HEAD FABRICATED STAINLESS STEEL

PROVIDE MECHANICAL CHANNEL SLIDE GATES (TYP) AS SPECIFIED 17.

N40, OR EQUAL).

MC777. PROVIDE AMMONIA INJECTION VAULT (CHRISTY MODEL NO.

TO BE INJECTED INTO PROPOSED DUCTILE IRON PIPING PER DETAIL

210' LF OF 1" SCH. 80 CPVC FOR AMMONIA APPROXIMATE PROVIDE 16.

DETAIL MC760.

DRIP FEED AT THE BEGINNING OF THE PROPOSED BLEND TANK PER

CORROSION INHIBITOR INJECTION INTO WALL PENETRATION FOR

PROVIDE APPROXIMATELY 100 LF OF 1-1/2" SCH. 80 CPVC FOR 15.

PER DETAIL MC777.

CAUSTIC TO BE INJECTED INTO PROPOSED DUCTILE IRON PIPING

PROVIDE APPROXIMATELY 170 LF OF 1/2" SCH. 80 CPVC FOR 14.

VALVE TO PROPOSED CHEMICAL PIPING.

DETAIL MC760. CONTRACTOR TO PROVIDE 2-1/2" ISOLATION BALL

FEED AT THE BEGINNING OF THE PROPOSED BLEND TANK PER

SOFTENING FILTER EFFLUENT AND WALL PENETRATION FOR DRIP

CHLORINE INJECTION INTO INTO PROPOSED 36-INCH DIP LIME

PROVIDE APPROXIMATELY 230 LF OF 2-1/2" SCH. 80 CPVC FOR 13.

PER DETAIL MC777.

CHLORINE TO BE INJECTED INTO PROPOSED DUCTILE IRON PIPING

PROVIDE APPROXIMATELY 195 LF OF 2 1/2" SCH. 80 CPVC FOR 12.

PROVIDE 36" DUCTILE IRON MJ RWGV.11.

PROVIDE 36" DUCTILE IRON MJ TEE FITTING. 10.

PROVIDE 36" DUCTILE IRON 45-DEG MJ FITTING (TYP).9.

130' LF OF 36" DUCTILE IRON PIPE.APPROXIMATE PROVIDE 8.

PROVIDE 42" DUCTILE IRON MJ RWGV.7.

PROVIDE 42" X 42" DUCTILE IRON MJ TEE FITTING (TYP)6.

PROVIDE 42" DUCTILE IRON 90-DEG MJ FITTING (TYP)5.

PROVIDE 42" DUCTILE IRON 45-DEG MJ FITTING (TYP)4.

180' LF OF 42" DUCTILE IRON PIPEAPPROXIMATE PROVIDE 3.

EXTERIOR WALLS AS ILLUSTRATED BELOW (TYP).

BAFFLES ARE APPROXIMATE 59' X 1' X 12.55" AND ORIENTED FROM 2.

BLEND TANK APPROXIMATE (71' X 45' X 12.55").1.

GENERAL NOTES:

KEY NOTES:

INHIBITOR

CORROSION

SODA

CAUSTIC

TANK

BLEND

EXISTING

42" ROP (DIP)

36" LS (DIP)

NO. 4

REACTOR

EXISTING

TYP

BLEND TANK SLIDE GATE #6BT_SG_066.

BLEND TANK SLIDE GATE #5BT_SG_055.

BLEND TANK SLIDE GATE #4BT_SG_044.

BLEND TANK SLIDE GATE #3BT_SG_033.

BLEND TANK SLIDE GATE #2BT_SG_022.

BLEND TANK SLIDE GATE #1BT_SG_011.

KEY TAGS:

42" BFW (DIP)

TYP

TYP

TYP

SOUTH VIEWWEST VIEW

CL ELEV 12.55

TYP

BASE ELEV. 10.92

TYP

EQUIPMENT PAD

4" CONCRETE

FINISH FLOOR ELEVATION

EQUIPMENT TO BE ABOVE

NO. 3

REACTOR

EXISTING

NO. 2

REACTOR

EXISTING

EQUIP. BLDG.

ELECTRICAL

00M03

AH

HV

BLEND TANK SITE SECTIONS 1

204170B_00M03.dgn

204170_00M300

3/8" = 1'-0"M02

A

204170_00M300

3/8" = 1'-0"M02

B

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IN

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1 3 4

CS510

1 2

MP566

MP544MP218MC760

-I

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00M02

CF161

DRAWINGS

SEE INSTRUMENTATION

ULTRASONIC LEVEL INDICATOR,

PIPE PENETRATION FOR

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

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1 2 3 4 5 6 7 8 9 10 11 12 13

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CA 00008571

PHONE: (941) 371-9832 FAX: (941) 371-9873

SARASOTA, FL. 343232

301 NORTH CATTLEMEN ROAD, SUITE 302

THE SIGNATURE MUST BE

ADJACENT TO THE SEAL.

HORVAT ON THE DATE

SEALED BY ANTHONY

DIGITALLY SIGNED AND

THIS ITEM HAS BEEN

P lo t

D a

A Y -2

:0

:0

P

M U s e r:

s v c d e l:

L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td

P e n v .p tS c a le :1

L A

S T S

A V

E D B

Y

PROJECT NO. FILE NAME:

SPECIFICATIONS FOR FULL SYSTEM REQUIREMENTS

FOR MECHANICAL EQUIPMENT. REFER TO P&ID AND

NOT ALL VALVES, INSTRUMENTS, AND APPURTENANCES ARE SHOWN 3.

ADEQUATE LEAK DETECTION.

SECTION 40_05_00.01). DOUBLE CONTAINMENT IS REQUIRED FOR

PVC CONTAINMENT PIPE (AS SPECIFIED IN PIPE SCHEDULE,

ALL CHEMICAL PIPING SHALL BE INSTALLED WITHIN A 2" OR 4" SCH 80 2.

VERTICAL DATUM (NAVD) OF 1988. SEE SHEET G03, NOTE 26.

ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN 1.

MONITORING EQUIPMENT.

SEE INSTRUMENTATION DRAWINGS FOR SAMPLING AND 17.

SCREEN (TYP).

TERMINATE VENT 1' FROM TOC WITH STAINLESS STEEL INSECT

TANK VENT TO OUTSIDE AIR. PROVIDE 12" RING FLANGE AND 16.

AND DETAIL MC777.

(CHLORINE/CAUSTIC AND AMMONIA), SEE LOCATIONS ON SHEET M02

CHEMICAL INJECTION VAULT FOR PROPOSED CHEMICAL INJECTIONS 15.

INTO PROPOSED DUCTILE IRON PIPING PER DETAIL MC777.

PROVIDE 210' LF OF 1" SCH. 80 CPVC FOR AMMONIA TO BE INJECTED 14.

DETAIL MC760.

DRIP FEED AT THE BEGINNING OF THE PROPOSED BLEND TANK PER

CORROSION INHIBITOR INJECTION INTO WALL PENETRATION FOR

PROVIDE APPROXIMATELY 100 LF OF 1-1/2" SCH. 80 CPVC FOR 13.

PER DETAIL MC777.

CAUSTIC TO BE INJECTED INTO PROPOSED DUCTILE IRON PIPING

PROVIDE APPROXIMATELY 170 LF OF 1/2" SCH. 80 CPVC FOR 12.

THE BEGINNING OF THE PROPOSED BLEND TANK PER DETAIL MC760.

CHLORINE INJECTION INTO WALL PENETRATION FOR DRIP FEED AT

PROVIDE APPROXIMATELY 230 LF OF 2-1/2" SCH. 80 CPVC FOR 11.

PER DETAIL MC777.

CHLORINE TO BE INJECTED INTO PROPOSED DUCTILE IRON PIPING

PROVIDE APPROXIMATELY 195 LF OF 2 1/2" SCH. 80 CPVC FOR 10.

PROVIDE 36" X 36" DUCTILE IRON MJ TEE FITTING9.

GRADE PER TYPICAL DETAIL CF161.

PROVIDE CONCRETE BOLLARDS AROUND TOP OF VALVE ABOVE

IS EXPECTED TO BE 2-3 FEET ABOVE GRADE. CONTRACTOR SHALL

VERTICALLY WITH HANDWHEEL ON OPERATOR NUT. TOP OF VALVE

PROVIDE 36" DUCTILE IRON MJ RWGV SHALL BE INSTALLED 8.

PROVIDE 36" DUCTILE IRON 45-DEG MJ X MJ FITTING (TYP)7.

GENERAL NOTES: KEY NOTES:

TANK INV. ELEV. 5.45

TOP OF SLAB ELEV. 18.00

GRADE ELEV. 10.50

CL ELEV. 7.62

GRADE ELEV. 10.50

CL ELEV. 7.87

TYP

TANK INV. ELEV. 5.45

CL ELEV 7.62

BLEND TANK SLIDE GATE #6BT_SG_066.

BLEND TANK SLIDE GATE #4BT_SG_044.

BLEND TANK SLIDE GATE #3BT_SG_033.

BLEND TANK SLIDE GATE #2BT_SG_022.

BLEND TANK SLIDE GATE #1BT_SG_011.

KEY TAGS:

ELEV. 11.30

LWL

ELEV. 9.45

WEIR CREST

EMERGENCY OVERFLOW WEIR INV. ELEV. 13.70

CL ELEV. 4.06

TYP

TYPTYPTYP

TYP

CL ELEV. 3.85

TYP

CL ELEV 13.51

WALL PENETRATION ELEV 14.94

(TYP)

ELEV. 13.10

HWL

OPEN POSITION

SHOWN IN FULLY

OPENING

DOWNWARD

CL ELEV 7.87

TYP

THE INFLUENT PIPING AN CONCRETE WALL OF THE BLEND TANK.

INVERT ELEVATION AND CONFIRM A WATER TIGHT SEAL BETWEEN

TANK. CONTRACTOR TO INSTALL PIPING 3-INCHES ABOVE THE TANK

PROVIDE 130' LF OF 36" DUCTILE IRON PIPE AT ENTRANCE TO THE 6.

PROVIDE 42" X 42" DUCTILE IRON MJ TEE FITTING.5.

PROVIDE 42" DUCTILE IRON 45-DEG MJ X MJ FITTING (TYP).4.

THE INFLUENT PIPING AN CONCRETE WALL OF THE BLEND TANK.

INVERT ELEVATION AND CONFIRM A WATER TIGHT SEAL BETWEEN

TANK. CONTRACTOR TO INSTALL PIPING 3-INCHES ABOVE THE TANK

PROVIDE 180' LF OF 42" DUCTILE IRON PIPE AT ENTRANCE TO THE 3.

FROM EXTERIOR WALLS AS ILLUSTRATED BELOW (TYP).

BAFFLES ARE APPROXIMATELY (59' X 1' X 12.55') AND ORIENTED 2.

BLEND TANK APPROXIMATE (71' X 45' X 12.55')1.

KEY NOTES:

00M04

AH

HV

BLEND TANK SITE SECTIONS 2

204170B_00M04.dgn

204170_00M300

3/8" = 1'-0"M02

C

M

IN

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H E

S C

O V

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6 4 3 1

MP544MP218MC760

CS510

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

CA 00008571

PHONE: (941) 371-9832 FAX: (941) 371-9873

SARASOTA, FL. 343232

301 NORTH CATTLEMEN ROAD, SUITE 302

THE SIGNATURE MUST BE

ADJACENT TO THE SEAL.

HORVAT ON THE DATE

SEALED BY ANTHONY

DIGITALLY SIGNED AND

THIS ITEM HAS BEEN

P lo t

D a

A Y -2

:0

:3

P

M U s e r:

s v c d e l:

L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td

P e n v .p tS c a le :1

L A

S T S

A V

E D B

Y

PROJECT NO. FILE NAME:

SPECIFICATIONS FOR FULL SYSTEM REQUIREMENTS

FOR MECHANICAL EQUIPMENT. REFER TO P&ID AND

NOT ALL VALVES, INSTRUMENTS, AND APPURTENANCES ARE SHOWN 3.

ADEQUATE LEAK DETECTION.

SECTION 40_05_00.01). DOUBLE CONTAINMENT IS REQUIRED FOR

PVC CONTAINMENT PIPE (AS SPECIFIED IN PIPE SCHEDULE,

ALL CHEMICAL PIPING SHALL BE INSTALLED WITHIN A 2" OR 4" SCH 80 2.

VERTICAL DATUM (NAVD) OF 1988.

ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN 1.

GENERAL NOTES: KEY NOTES:

GRADE ELEV. 10.50

CL ELEV. 7.62

TANK INV. ELEV. 5.45

TOP OF SLAB ELEV. 18.00

GRADE ELEV. 10.50

CL ELEV. 7.87

EMERGENCY OVERFLOW WEIR INV. ELEV. 13.70

BLEND TANK SLIDE GATE #6BT_SG_066.

BLEND TANK SLIDE GATE #4BT_SG_044.

BLEND TANK SLIDE GATE #3BT_SG_033.

BLEND TANK SLIDE GATE #1BT_SG_011.

KEY TAGS:

TYPTYPTYP

TYP

CL ELEV. 3.85

TYP TYP CL ELEV. 4.06

REACTOR TANK 4 REACTOR TANK 3

THE EFFLUENT PIPING AN CONCRETE WALL OF THE BLEND TANK.

INVERT ELEVATION AND CONFIRM A WATER TIGHT SEAL BETWEEN

TANK. CONTRACTOR TO INSTALL PIPING 3-INCHES ABOVE THE TANK

PROVIDE 65' LF OF 42" DUCTILE IRON PIPE AT EFFLUENT OF THE 18.

MONITORING EQUIPMENT.

SEE INSTRUMENTATION DRAWINGS FOR SAMPLING AND 17.

STEEL INSECT SCREEN ALONG OPENING OF WEIR.

EMERGENCY OVERFLOW WEIR (HEIGHT OF 8") WITH STAINLESS 16.

SCREEN (TYP).

TERMINATE VENT 1' FROM TOC WITH STAINLESS STEEL INSECT

TANK VENT TO OUTSIDE AIR. PROVIDE 12" RING FLANGE AND 15.

AND DETAIL MC777.

(CHLORINE/CAUSTIC AND AMMONIA), SEE LOCATIONS ON SHEET M02

CHEMICAL INJECTION VAULT FOR PROPOSED CHEMICAL INJECTIONS 14.

MC777.

TO BE INJECTED INTO PROPOSED DUCTILE IRON PIPING PER DETAIL

PROVIDE APPROXIMATELY 210' LF OF 1" SCH. 80 CPVC FOR AMMONIA 13.

DETAIL MC760.

DRIP FEED AT THE BEGINNING OF THE PROPOSED BLEND TANK PER

CORROSION INHIBITOR INJECTION INTO WALL PENETRATION FOR

PROVIDE APPROXIMATELY 100 LF OF 1-1/2" SCH. 80 CPVC FOR 12.

PER DETAIL MC777.

CAUSTIC TO BE INJECTED INTO PROPOSED DUCTILE IRON PIPING

PROVIDE APPROXIMATELY 170 LF OF 1/2" SCH. 80 CPVC FOR 11.

THE BEGINNING OF THE PROPOSED BLEND TANK PER DETAIL MC760.

CHLORINE INJECTION INTO WALL PENETRATION FOR DRIP FEED AT

PROVIDE APPROXIMATELY 230 LF OF 2-1/2" SCH. 80 CPVC FOR 10.

PER DETAIL MC777.

CHLORINE TO BE INJECTED INTO PROPOSED DUCTILE IRON PIPING

PROVIDE APPROXIMATELY 195 LF OF 2 1/2" SCH. 80 CPVC FOR 9.

PROVIDE 36" X 36" DUCTILE IRON MJ TEE FITTING8.

GRADE PER TYPICAL DETAIL CF161.

PROVIDE CONCRETE BOLLARDS AROUND TOP OF VALVE ABOVE

IS EXPECTED TO BE 2-3 FEET ABOVE GRADE. CONTRACTOR SHALL

VERTICALLY WITH HANDWHEEL ON OPERATOR NUT. TOP OF VALVE

PROVIDE 36" DUCTILE IRON MJ RWGV SHALL BE INSTALLED 7.

PROVIDE 36" DUCTILE IRON 45-DEG MJ X MJ FITTING (TYP)6.

OF THE BLEND TANK.

TIGHT SEAL BETWEEN THE INFLUENT PIPING AN CONCRETE WALL

INCHES ABOVE THE TANK INVERT ELEVATION AND CONFIRM A WATER

ENTRANCE TO THE TANK. CONTRACTOR TO INSTALL PIPING 3-

PROVIDE APPROXIMATELY 130' LF OF 36" DUCTILE IRON PIPE AT 5.

PROVIDE 42" DUCTILE IRON 45-DEG MJ X MJ FITTING (TYP).4.

OF THE BLEND TANK.

TIGHT SEAL BETWEEN THE INFLUENT PIPING AN CONCRETE WALL

INCHES ABOVE THE TANK INVERT ELEVATION AND CONFIRM A WATER

ENTRANCE TO THE TANK. CONTRACTOR TO INSTALL PIPING 3-

PROVIDE APPROXIMATELY 120' LF OF 42" DUCTILE IRON PIPE AT 3.

FROM EXTERIOR WALLS AS ILLUSTRATED BELOW (TYP).

BAFFLES ARE APPROXIMATELY (59' X 1' X 12.55') AND ORIENTED 2.

BLEND TANK APPROXIMATE (71' X 45' X 12.55')1.

TYP

IM

U M

EDGE OF SLAB

2" MIN FROM

CS510

TYP

10/09/20

VENT - STEEL GOOSENECK - ROOF SLAB

CR302 SIDEWALK

C

B

A

N

B

12/24/2020

B

B

A

12/29/2020

GUARD POST - REMOVABLE

h v o

GDM

00TM01

MECHANICAL TYPICAL DETAILS 1

204170B_00TM01.dgn

G-10PIPE RESTRAINT SCHEDULE

INCHES

IN

SIZE

PIPE RESTRAINED PIPE LENGTH IN FEET

HORIZONTAL BENDS

(2)

ENDS

DEAD

AND PVC PIPE.

THIS SCHEDULE IS TO BE USED FOR DUCTILE IRON 5.

NEXT SMALLER REDUCER (SMALL END).

REDUCER. IF REDUCER SIZE IS NOT ON TABLE, USE

RESTRAINT IS FOR LARGE DIAMETER SIDE OF 4.

IS NOT ON TABLE, USE NEXT LARGEST BRANCH.

RESTRAINT IS FOR BRANCH OF TEE. IF BRANCH SIZE 3.

WITH RESTRAINT ON BOTH SIDES OF THE VALVE.

ISOLATION VALVES SHALL BE TREATED AS DEAD ENDS. 2.

OF CONNECTION.

SHOWN ON THE TABLES MEASURED FROM THE POINT

RESTRAIN ALL PIPE JOINTS WITHIN THE DISTANCE 1.

NOTES:

18 20

IN FEET (1)

RESTRAINED PIPE LENGTH

TEE (3) REDUCER (4)

12 x 12

12 x 8

12 x 4

10 x 10

10 x 6

8 x 8

8 x 4

6 x 6

6 x 4

20 x 20

20 x 16

20 x 10

18 x 18

18 x 12

18 x 8

16 x 16

16 x 10

16 x 6

42 x 42

36 x 36

36 x 24

36 x 18

30 x 30

30 x 20

30 x 16

24 x 24

24 x 18

24 x 12

INCHES

IN

SIZE

PIPE

NTS

SHEET NO.

JANUARY 2025

REVISION DATE:

INCHES

IN

SIZE

PIPE RESTRAINED PIPE LENGTH IN FEET

VERTICAL BENDS

UPPER LOWER UPPER LOWER UPPER LOWER UPPER LOWER

Collier County

UNDISTURBED AREAUNDISTURBED AREA

PIPE BEDDING

(SEE NOTE 2)

FIRST STAGE

SECOND STAGE

THIRD STAGE

6" COMPACTION LIFTS

ONE FOOT ABOVE TOP OF PIPE IN

TRENCH BACKFILL TO LEVEL OF

REQUIRED DENSITY

MAXIMUM 12" LIFTS TO A 98%

TRENCH BACKFILL IN COMPACTED

PIPE

NTS

TRENCH

LIMITS

1'-0"

MINIMUM

OUTSIDE

DIAMETER

1'-0"

MINIMUM

G-1

OF A 6" PIPE BEDDING SHALL BE USED.

IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM 2.

SPECIFICATIONS FOR DETAIL REQUIREMENTS.

OTHER APPROVED MATERIAL. REFER TO TECHNICAL

LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR

SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH,

FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS

1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED

NOTES:

BACKFILL DETAIL

UNPAVED AREA TRENCH

GRADE.

SHALL EXTEND TO THE FINISHED

THIRD STAGE OF BACKFILLING

AN UNSURFACED AREA, THE

WHERE ANY TRENCH OCCURS IN

SHEET NO.REVISION DATE:

APRIL 2006

Collier County

PLAN VIEW

PRESSURE MAIN

PAVED AREASNON PAVED AREAS

16" MAIN

51 TURNS TO

OPEN - C CW

DARLING CO

NUMBER OF TURNS TO OPEN

DIRECTION TO TURN TO OPEN

VALVE MANUFACTURER

YEAR VALVE INSTALLED

FINISHED GRADE

OR PRESSURE MAIN

SHALL NOT BEAR ON VALVE

AREAS). VALVE BOX OR PIPE

DR 14 PVC PIPE IN PAVED

EXTENSION IF NEEDED (C-900

BOX WITH DR 18 PVC PIPE

TWO PIECE CAST IRON VALVE

ANCHORED IN CONCRETE COLLAR

PROVIDE A 3" DIAMETER BRASS DISC

18" x 18" x 6" CONCRETE COLLAR

PAVEMENT

FINISHED

(WASTEWATER ONLY)

ANCHORED IN CONCRETE COLLAR

PROVIDE A 3" DIAMETER BRASS DISC

DEPENDING ON USE

OR "WATER",

AS "IRR", "SEWER",

SPECIFY LETTERING

18" x 18" x 6" CONCRETE COLLAR

SIZE OF MAIN OR BYPASS

TYPE IN ACCORDANCE WITH AWWA C-515

SYSTEMS SHALL BE OF THE RESILIENT SEAT

ALL VALVES USED IN WATER DISTRIBUTION

NTS

SETTING DETAIL

TYPICAL VALVE

G-7

SHEET NO.

JULY 2018

REVISION DATE:

SEE SECTION 330523.13)

2" SCH 80 PVC (WHEN PROVIDED,

(2) TRACER WIRES, TERMINATE INSIDE

DIRECTIONAL DRILLS ONLY)

THREADED CAP (FOR

2" SCH 80 PVC PIPE WITH

WIRE IS PROVIDED)

CONCRETE PAD (WHEN TRACER

THREADED CAP, FLUSH WITH

2" SCH 80 PVC PIPE W/

Collier County

SAME MATERIAL AS PIPE

1/4"x2" ANNULAR RING

TYP

NOTES:

1. MATERIAL: DUCTILE IRON, UNLESS OTHERWISE NOTED.

INDICATED ON DRAWINGS

EXTENSION WHERE

E Q

E Q

BETWEEN FLANGES

(0.0075 IN DIA WIRE)

STEEL INSECT SCREEN

TYPE 304 STAINLESS

PROVIDE 24 MESH

RADIUS ELBOW

180 DEGREE SHORT

FOR PIPE DIA

SEE DRAWINGS

U N

O

SC012

1/4" RADIUS ALL

SLOPE

EDGES (TYP)

PLAN

SECTION AT CURBSTYPICAL SECTION

1" (TYP)4" UNO

CENTERED

6 x 6 - W1.4 x W1.4

WELDED WIRE FABRIC

1/4"/FT UNO

SIDEWALK

MATCH JOINTS IN

JOINTS IN CURB:

SEE NOTE 1.

JOINTS.

EXPANSION

SEE NOTE 1.

JOINTS.

EXPANSION

COMPACTED ABC

MIN 6" COMPACTED ABC

MIN 6"

FINISHED GRADE

SLOPE:

SEE DWGS

NOTE 3.

JOINTS. SEE

CONTROL

TOOLED

SEE NOTE 2.

JOINT.

EXPANSION

TOP OF CONCRETE ELEVATIONS: AS INDICATED ON THE DRAWINGS.4.

CONCRETE EDGES EACH SIDE AT JOINTS.

SIDEWALK WIDTH, BUT NOT GREATER THAN 10 FEET OC MAXIMUM. PROVIDE 1/4" RADIUS

PROVIDE WEAKENED PLANE JOINTS AT UNIFORM SPACING EQUAL TO 1.0 TO 1.25 TIMES 3.

RADIUS CONCRETE EDGE AT SIDEWALK.

PROVIDE EXPANSION JOINT AT CURB. JOINT SHALL BE 3/8" WIDE BITUMINOUS FIBER WITH 1/4" 2.

WITH 1/4" RADIUS CONCRETE EDGES AT EACH SIDE.

MAXIMUM SPACING OF 30 FEET. EXPANSION JOINTS SHALL BE 3/4" WIDE BITUMINOUS FIBER

AT BOTH SIDES OF DRIVEWAYS, AT INTERSECTIONS, AT CORNERS OF STRUCTURES, AND AT

PROVIDE EXPANSION JOINTS AT ENDS OF CONCRETE PLACEMENT, AT POINTS OF CURVATURE, 1.

NOTES:

(4

U N

O

(5

U N

O

PVC PIPE SLEEVE

CLASS "C" CONCRETE

4"Ø GALV SCH 40 STEEL POST.

MATERIAL ALL

CONCRETE PAVEMENT

SEE DRAWINGS.

CONCRETE PAVEMENT

WELD ON CAP

PAINT SAFETY YELLOW PER

ANSI Z535.1. 1/2" BITUMINOUS

FIBER EXP JOINT

AROUND (UNLESS

OTHERWISE INDICATED

ON THE DRAWINGS)

FINISHED GRADE

AC PAVEMENT OR

FINISHED GRADE

OR AC PAVEMENT.

AT CONC

PAVEMENT

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

CA 00008571

PHONE: (941) 371-9832 FAX: (941) 371-9873

SARASOTA, FL. 343232

301 NORTH CATTLEMEN ROAD, SUITE 302

THE SIGNATURE MUST BE

ADJACENT TO THE SEAL.

HORVAT ON THE DATE

SEALED BY ANTHONY

DIGITALLY SIGNED AND

THIS ITEM HAS BEEN

P lo t

D a

A Y -2

:0

:3

P

M U s e r:

s v c d e l:

L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td

P e n v .p tS c a le :1

L A

S T S

A V

E D B

Y

PROJECT NO. FILE NAME:

MINIMIZE LENGTH

MA708

TYP

12/09/22

SAMPLING - PUMP TO ANALYZER

TYP

12/01/22

MC777

DIFFUSER - "STAB TUBE" AT WELDOLET

S 09/08/23

MC760

CHANNEL TYPE CHEMICAL DIFFUSER

CHEMICAL - FEED - DIFFUSER - CHANNEL -

MP042

TYP

J

LEAK DETECTION ACCESS VAULT

SHEET 1 OF 3 3/16/26

TYP

MIN. 2'-0"

SHEET 3 OF 3 3/16/26

TYP

LEAK DETECTION ACCESS VAULT

SHEET 2 OF 3 3/16/26

MIN. 2'-0"

LEAK DETECTION ACCESS VAULT

E F

G5 1/4"

G

3"

3"

HSS 5 x 5 x 1/4

1" NON-SHRINK GROUT

TYP

09/13/23

MP042

HSS W/ PREFORMED CHANNEL

PIPE SUPPORT - POST ON CONCRETE: VERTICAL

TYP

10/05/23

MP218

W/ PIPE CLIPS

PIPE SUPPORT - WALL - PREFORMED CHANNEL

A S R

E Q

U

IR

E D

M A

X h v o

GDM

00TM02

MECHANICAL TYPICAL DETAILS 2

204170B_00TM02.dgn

3/4"

3/4" STRAINER

3/4"

3/4" BALL VALVE

1/4" TUBING

AT ANALYZER

SIZE AS INDICATED

ANALYZER

DRAIN

TO DRAIN

TO DRAIN

VALVE FOR

3/4" BALL

THROTTLING

3/4" ANALYZER

OUTLET PIPE

ON THE DRAWINGS.

PUMP

SUCTION

PUMP DISCHARGE

3/4" BALL VALVE

SAMPLE PUMP

BALL VALVE

SUCTION LINE AND VALVE.

OPEN END

TUBE

CPVC DIFFUSER

1" DIA SCH 80

ADAPTER

PACKING NUT &

TUBE LENGTH

SUIT DIFFUSER

CHAIN LENGTH TO

BALL VALVE

TRUE UNION

1 1/2" CPVC

M

O V

A B

IF

F U

S E

R A

S S

E M

B

/3

USE SERVICE SADDLE FOR PIPE CONNECTION FOR DUCTILE IRON PIPE.2.

DIFFUSER AND DIFFUSER MATERIALS SHALL BE 316 SS.1.

NOTES:

REDUCER

INSERT

1" x 1 1/2"

BODY

FULL BORE

VALVE WITH

1 1/2" BALL

PIPE. SEE NOTE 2.

WELDED TO STEEL

1 1/2" HALF COUPLING

'B' DIA. FIBERGLASS OR

SCHEDULE 80 PVC PIPE

W/'C' NUMBER OF 'D' DIA.

HOLES, STAGGERED ON

CL OF PIPE

DIFFUSER SUPPORT BRACKET, WALLACE AND TIERNAN, CHLORINE

SPECIALTIES INC., OR EQUAL, TYP. ATTACH TO CONCRETE W/316

ADHESIVE ANCHOR, NUT & LOCKWASHER.

1 5/16 " DIA. MONEL STUD, TAPPED INTO FLANGE, TYP.

150 LB. FIBERGLASS OR PVC

FLANGE W/MONEL NUTS AND

BOLTS, TYP.

NOTES:

1.

2.

FOR CHANNELS WIDER THAN 6'-0", PROVIDE INTERMEDIATE SUPPORTS

AT MAXIMUM 5'-0" O.C. SUPPORTS TO BE RUBBER COATED STEEL OR

316 STN. STL. ATTACH TO CONC. W/MONEL ADHESIVE ANCHOR, NUT AND

LOCKWASHER.

ALL CHEMICAL PIPING SHALL BE SCH. 80 CPVC AND ALL HARDWARE SHALL BE 316 STAINLESS STEEL.

RUBBER COATED, TYP.

STUD, AND TAP FOR 1 5/16 " DIA.

150 LB. STEEL BLIND FLANGE, DRILL

CHANNEL WIDTH AS INDICATED ON DRAWINGS

TYP

B

CL MH

VAULT

DETECTION ACCESS

MIN. 3' X 3' LEAK

VAULT LID COVER

MIN. 24" ACCESS

C

A PLAN

GRADE

FINISH

ENCASEMENT

CONCRETE

REINFORCED

#5@12"

#5@12"

VAULT AND

ENCASEMENT

AROUND

BACKFILL

STRUCTURAL

#7@12"

VAULT LID COVER

MIN. 24" ACCESS

24" MANWAY

NOTE 5

WORKING SLAB

"C" CONCRETE

4" OPTIONAL CLASS

#5@12" EW T&B

#5@12" EW T&B

INTO SLABRING

BOTTOM GRADE

BASE AND KEY

GROUT AROUND

C SECTION

DIAGRAMMATIC AND NTS.

PIPE SHOWN IS

SHOWN ON THE DRAWINGS.

THE PIPE SCHEDULE OR AS

PIPING AS SPECIFIED IN

DOUBLE CONTAINMENT

6.

5. ACCESS MANWAY FLANGE BOLT HOLES SHALL BE THREADED FOR INSTALLATION AND REMOVAL FROM THE SURFACE.

4. BACKFILL AROUND VAULT PER SECTION 31_00_00.

OVER EXCAVATED AND CONCRETE ENCASEMENT FORMED VERTICALLY.

3. PRECAST OR CAST-IN-PLACE CONCRETE FOR REINFORCED ENCASEMENT SHALL BE 3,500 PSI MIN. TRENCH MAY BE

2. PIPELINE COATING SHALL BE CONTINUOUS THROUGH ENCASEMENTS AND STRUCTURES, IF APPLICABLE.

1. COMPACT SOIL PER SECTION.

NOTES:

INTERMEDIATE TRAPPED LOW POINTS SHALL BE PERMITTED.

VAULT SUCH THAT ANY LEAKAGE WITHIN THE CONTAINMENT SYSTEM DRAINS BY GRAVITY TO THE VAULT LOCATION. NO

LEAK DETECTION ACCESS DOUBLE-CONTAINMENT PIPING SHALL BE INSTALLED WITH CONTINUOUS SLOPE TOWARD THE

CL VAULT

SENSOR

LEAK DETECTION

CONDUIT FOR

CONDUIT SEAL

WATERTIGHT

PROVIDE

INTO SLAB

BOTTOM GRADE RING

BASE AND KEY

GROUT AROUND

B SECTION

FINISH GRADE

DRAWINGS.

INDICATED ON THE

THE PIPE SCHEDULE OR

PIPING AS SPECIFIED IN

DOUBLE CONTAINMENT

SEE NOTE 1 BELOW

PENETRATIONS

AT

GROUT OR BOOT

RESISTANT

CHEMICAL

NON-SHRINK

REDUCING BRANCH

CPVC TEE FITTING W/

LIQUID.

VAULT SHALL PERMIT INSERTION OF SUCTION HOSE OR PORTABLE PUMP INTAKE FOR REMOVAL OF ACCUMULATED 3.

THE SERVICE AND SUITABLE FOR THE INSTALLED ENVIRONMENT.

ALL COMPONENTS EXPOSED TO LEAKED CHEMICAL, VAPORS, OR WASHDOWN SHALL BE CHEMICALLY COMPATIBLE WITH 2.

SLACK/TERMINATION AS REQUIRED FOR SENSOR REPLACEMENT WITHOUT MODIFICATION TO THE VAULT STRUCTURE.

THREADED CONNECTION TO THE CPVC TEE FITTING. PROVIDE REMOVABLE MOUNTING ARRANGEMENT AND CABLE

IA A 3/4" NPT THE LEAK DETECTION SENSOR (FLOWLINE SWITCH-TEK™ LO10), NO EQUAL) SHOULD BE INSTALLED V1.

NOTES.

VALVE

2" CPVC FULL PORT BALL

(MIN)

2" CPVC TEE FITTING

'B' DIA. FIBERGLASS OR

SCHEDULE 80 PVC PIPE

W/'C' NUMBER OF 'D' DIA.

HOLES, STAGGERED ON

CL OF PIPE

150 LB. FIBERGLASS OR PVC

FLANGE W/MONEL NUTS AND

BOLTS, TYP.

RUBBER COATED, TYP.

STUD, AND TAP FOR 1 5/16 " DIA.

150 LB. STEEL BLIND FLANGE, DRILL

CHANNEL WIDTH AS INDICATED ON DRAWINGS

TYP

PL 3/4" x 12" SQ

PREFORMED CHANNEL

1/4" PL

1/4

1/8

1/8

CL

CL

A S R

E Q

U

IR

M A

X

1 1/2" (TYP)

A

1/4

BOLTS

PREFORMED CHANNEL PIPE SUPPORT

A

SECTION

NOTES:

REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.

PREFORMED CHANNEL PIPE SUPPORT

PIPE STRAP (TYP)

"Z" FITTING

ANCHOR BOLTS IF MOUNTED ON CEILINGS.

NOTES:

2. SPACE PREFORMED CHANNEL PIPE SUPPORTS AT MAXIMUM 5'-0" O.C.

USE 3/4"Ø CONCRETE ANCHORS IF MOUNTED

ON WALLS. USE 3/4"Ø CONCRETE INSERTS OR

CONCRETE OR GROUTED MASONRY WALL

1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

PREFORMED CHANNEL PIPE SUPPORT

PIPE STRAP (TYP)

"Z" FITTING

ANCHOR BOLTS IF MOUNTED ON CEILINGS.

USE 3/4"Ø CONCRETE ANCHORS IF MOUNTED

ON WALLS. USE 3/4"Ø CONCRETE INSERTS OR

CONCRETE OR GROUTED MASONRY WALL

EQUIPMENT. REFER TO P&ID AND SPECIFICATIONS FOR FULL SYSTEM REQUIREMENTS.

1. NOT ALL VALVES, INSTRUMENTS, AND APPURTENANCES ARE SHOWN FOR MECHANICAL

NOTES:

PIPING SYSTEM

EXISTING DRAIN

CONNECTION TO

CONTRACTOR TO

OPEN END

ADAPTER

PACKING NUT &

TUBE LENGTH

SUIT DIFFUSER

CHAIN LENGTH TO

M

O V

A B

IF

F U

S E

R A

S S

E M

B

/3

REDUCER

INSERT

1" x 1 1/2"

BODY

FULL BORE

VALVE WITH

1 1/2" BALL

PIPE. SEE NOTE 2.

WELDED TO STEEL

1 1/2" HALF COUPLING

INTO THE BLEND TANK

THE WALL PENETRATION

OR EXTEND 6" BEYOND

6" INTO THE CHANNEL

SHALL EXTENT AT A MIN

CHEMICAL DRIP FEED

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

CA 00008571

PHONE: (941) 371-9832 FAX: (941) 371-9873

SARASOTA, FL. 343232

301 NORTH CATTLEMEN ROAD, SUITE 302

THE SIGNATURE MUST BE

ADJACENT TO THE SEAL.

HORVAT ON THE DATE

SEALED BY ANTHONY

DIGITALLY SIGNED AND

THIS ITEM HAS BEEN

P lo t

D a

A Y -2

:0

:1

P

M U s e r:

s v c d e l:

L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td

P e n v .p tS c a le :1

L A

S T S

A V

E D B

Y

06/26/23

MP250

FABRICATED SUPPORT AT FLANGES

PIPE SUPPORT - WALL - VERTICAL PIPE ON

TYP

08/08/23

MP253

CHANNEL: SURFACE MOUNTED

PIPE SUPPORT - PREFORMED

S180

A

B

MP544

TYP W/ BARRIER SEALS

WALL PENETRATION - CAST-IN SLEEVE

NS SHEET 1 OF 2 09/06/23

TYP

09/06/23

MP544

NS

B

SHEET 2 OF 2

W/ BARRIER SEALS

WALL PENETRATION - CAST-IN SLEEVE

S180

12/01/22

WALL PENETRATION - DIP - FABRICATED WALL PIPE

h v o

GDM

00TM03

MECHANICAL TYPICAL DETAILS 3

204170B_00TM03.dgn

L 3 x 3 x 1/4 (TYP)

MIN

3/16

3/16

BOLT THRU SUPPORT

COPE ANGLE TO CLEAR

PIPE AS REQUIRED

1/4

1/4

3/16

3/16

TYP

BOTH

LEGS

L 3 x 3 x 1/4 BRACE.

COPE LEG AS REQD.

3'-0" MAX.

A

A PLAN

CL PIPE

ELEVATION

CL BOLTS

MATERIALS SHALL BE HOT DIP GALVANIZED STEEL, HOT DIP GALVANIZE AFTER FABRICATION.

STRUCTURE, ALL MATERIALS SHALL BE ASTM A240 TYPE 316L STAINLESS STEEL. OTHERWISE, IF THE SUPPORT IS SUBMERGED OR BELOW THE TOP OF THE WALL IN A WATER BEARING 1.

NOTE:

ELEVATION

PIPE SIZE AND MATERIAL

PIPE STRAP

PREFORMED CHANNEL

PIPE SUPPORT

BOLTS

ANCHOR

A

A

AS INDICATED ON THE DRAWINGS

SECTIONAL PLAN

MASONRY WALL

CONCRETE OR GROUTED

DRAWINGS. HOT-DIP GALVANIZE AFTER FABRICATION.

MATERIALS SHALL BE HOT-DIP GALVANIZED STEEL UNLESS OTHERWISE INDICATED ON THE

STRUCTURE, ALL MATERIAL SHALL BE STAINLESS STEEL. IN ALL OTHER AREAS, THE

IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF WALL IN WATER BEARING 1.

NOTE:

TYP

MANUFACTURER)

SLEEVE (BY SEAL

SEAL (TYP)

MODULAR MECHANICAL FINISHED FLOOR

MANUFACTURER)

SLEEVE (BY SEAL

SEAL (TYP). NOTE 1.

MODULAR MECHANICAL

SLEEVE.

WALLS THICKER THAN 12" INSTALL MODULAR MECHANICAL SEAL AT BOTH ENDS OF WALL 1.

NOTES:

WALL PENETRATION

NEW

SLAB PENETRATION

NEW

SEAL (TYP)

MODULAR MECHANICAL FINISHED FLOOR

SEAL (TYP). NOTE 2.

MODULAR MECHANICAL

CORE DRILL. NOTE 1.

CORE DRILL. NOTE 1.

PENETRATION.

WALLS 12" OR THICKER INSTALL MODULAR MECHANICAL SEAL AT BOTH ENDS OF 2.

OD.

MODULAR MECHANICAL SEAL MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE

CORE DRILL DIAMETER. PROCEDURES, AND POST -DRILLING SURFACE PREPARATION PER 1.

NOTES:

WALL PENETRATION

EXISTING

SLAB PENETRATION

EXISTING

ENDS AS REQUIRED OR

INDICATED ON THE DRAWINGS

ADDITIONAL

REINFORCING

ANNULAR RING

CL WALL AND ANNULAR RING

TYP

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

CA 00008571

PHONE: (941) 371-9832 FAX: (941) 371-9873

SARASOTA, FL. 343232

301 NORTH CATTLEMEN ROAD, SUITE 302

THE SIGNATURE MUST BE

ADJACENT TO THE SEAL.

HORVAT ON THE DATE

SEALED BY ANTHONY

DIGITALLY SIGNED AND

THIS ITEM HAS BEEN

P lo t

D a

A Y -2

:0

:3

P

M U s e r:

s v c d e l:

L a y o lo rT a b le g s h a d e s ig n S c ri ro ll o S td

P e n v .p tS c a le :1

L A

S T S

A V

E D B

Y