26-8683_Exhibit_M1_-_General_Plans.pdf

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PROJECT NO. FILE NAME:

204170

DRAWING NO.

JOB NO.

SHEET NO.

OF 391

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CONSTRUCTION OF

LIME SOFTENING IMPROVEMENTS - BLEND TANK

SOUTH COUNTY REGIONAL WATER TREATMENT PLANT

CAROLLO PROJECT NO. 204170

PROJECT NO. 70283.2

COLLIER COUNTY

PROJECT LOCATION

BID DOCUMENTS - APRIL 2026

DISTRICT 5 - WILLIAM L. MCDANIEL, JR.

DISTRICT 4 - DAN KOWAL

DISTRICT 3 - BURT L. SAUNDERS

DISTRICT 2 - CHRIS HALL

DISTRICT 1 - RICK LOCASTRO

THE BOARD OF COLLIER COUNTY COMMISSIONERS

NAPLES, FL 34117

3851 CITY GATE DRIVE

SOUTH COUNTY REGIONAL WTP

MAGNOLIA POND DRIVE

C O

L L

IE

R B

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L E

V A

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DRIVE

CITY GATE

PROJECT LOCATION MAP

NO SCALE

CA 00008571

PHONE: (941) 371-9832

SARASOTA, FL. 34232

301 NORTH CATTLEMEN ROAD SUITE 302

No 93091

ANY ELECTRONIC COPIES.

THE SIGNATURE MUST BE VERIFIED ON

THE DATE ADJACENT TO THE SEAL.

AND SEALED BY ANTHONY HORVAT ON

THIS ITEM HAS BEEN DIGITALLY SIGNED

TYPICAL DETAILS00TN0139

BLEND TANK P&ID00N0138

ABBREVIATIONS AND SYMBOLS - 200GN0237

ABBREVIATIONS AND SYMBOLS - 100GN0136

(N) - INSTRUMENTATION

DETAILS SHEET NO. 200TE0235

DETAILS SHEET NO. 100TE0134

BLEND TANK PLAN00E0533

SCHEDULES00E0432

CONTROL RISER00E0331

POWER RISER00E0230

SITE PLAN00E0129

NOTES00GE0228

LEGEND00GE0127

(E) - ELECTRICAL

MECHANICAL TYPICAL DETAILS 300TM0326

MECHANICAL TYPICAL DETAILS 200TM0225

MECHANICAL TYPICAL DETAILS 100TM0124

BLEND TANK SITE SECTIONS 200M0423

BLEND TANK SITE SECTIONS 100M0322

YARD PIPING PLAN00M0221

BLEND TANK SITE PLAN00M0120

GENERAL NOTES, LEGENDS AND SYMBOLS00GM0119

(M) - MECHANICAL

TYPICAL DETAILS 600TS0618

TYPICAL DETAILS 500TS0517

TYPICAL DETAILS 400TS0416

TYPICAL DETAILS 300TS0315

TYPICAL DETAILS 200TS0214

TYPICAL DETAILS 100TS0113

BLEND TANK ELEVATIONS00S0312

BLEND TANK SECTIONS00S0211

BLEND TANK PLANS00S0110

GENERAL NOTES00GS019

(S) - STRUCTURAL

BLEND TANK DEMOLITION PHOTOS00D048

BLEND TANK DEMOLITION SECTIONS00D037

BLEND TANK DEMOLITION PLAN 00D026

BLEND TANK DEMOLITION SITE PLAN00D015

(D) - DEMOLITION

FACILITY INDEX00G044

NOTES, LEGEND AND SYMBOLS00G033

SHEET INDEX00G022

COVER SHEET00G011

(G) - GENERAL

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204170-100000

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204170B_00G02.dgn

DATEREV BY DESCRIPTION

DATE

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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

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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

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

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PROJECT NO. FILE NAME:

NO.

SHEET

NO.

DRAWING

DESCRIPTION

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NOTES, LEGEND, AND SYMBOLS

204170B_00G03.dgn

30°

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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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

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PROJECT NO. FILE NAME:

A

##X##

VIEW

REVISION DELTA

SCALE FENCE

GUARDRAIL

CENTER LINE

REMOVE AND/OR ABANDON

GATE

EXISTINGNEW

DETAIL REFERENCES HATCH PATTERNS

VIEW

DRAWING CUT ORIGINATION

TYPICAL DETAIL #

TYP

FILE:

SCALE:

FILE:

100'0 50' 200'

SECTION CUT

REFERENCE

TYPICAL DETAIL

(EXIST)

VIEWS

EXTERIOR ELEVATION

PHOTO LOCATION

KEY NOTE

TAG AND NUMBER

EQUIPMENT/DEVICE

AGRID BUBBLE

PIPE TAG

BREAK LINE

T R

U E

N O

R T

H P

L A

N T

N O

R T

H

NORTH ARROW/PLANT NORTH

SPECIFIC)

(STATE/REGION

WARNING

OVERHEAD

UNDERGROUND/

SYMBOLS

GENERAL NOTES

MATCH LINE

HIDDEN LINE

MATCH LINE SEE DWG ##X##

VIEW

ELEVATION

TOC XXXX.XX

EXISTING ELEVATION

PLAN VIEW

PIPE BREAK

CROSS SECTION

PIPE BREAK

CONSTRUCTION

FUTURE CONSTRUCTION

(SINGLE LINE)

PIPE CONTINUATION

BRACKET

EF-EQUIP = FUTURE EQUIPMENT

EX-EQUIP = EXISTING EQUIPMENT

EQUIPMENT

EF-SIZE FLOW STREAM = FUTURE

EX-SIZE FLOW STREAM = EXISTING

SIZE FLOW STREAM

PLAN/TITLE

TITLE W/ REFERENCE

SECTION OR DETAIL

NUMERIC = DETAIL

ALPHA = SECTION

(ENLARGED)

DETAIL CALL-OUT

POINT OF VIEW

ARROW INDICATES

##X## = SEE INDICATED DRAWING

- = SHOWN ON SAME DRAWING

DRAWING REFERENCE ##X##

DISCIPLINE DESIGNATOR

DRAWING

SEE INDICATED

DETAIL

SHEETS IN

TYPICAL DETAIL NUMBER

TYPICAL DETAIL TITLE

(WHEN APPLICABLE)

AREA DESIGNATOR

SHEET NUMBER

CONSECUTIVE

(REVISED)

DATE CREATED

PLAN NOT REFERENCED

GENERAL NOTES (CONT'D)

N = NOTE TO TYPICAL DETAIL USER

R = REVISED

J = JOB SPECIFIC

S = STANDARD

MODIFICATION NOTE

T.O.W. XXXX.X±

PIPE SIZE FLOW STREAM

XXX-XX-XXXX

X" XXX

##X##

SHT # OF #MOD

LINE 2

LINE 1

LINE 3

VER DATE

TYP

SECTION/DETAIL TITLEC/1

##X##

FILE

SCALE

C

A FILE

PLAN TITLE

26.

COUNTY IN WRITING.

NO FIELD CHANGES OR DEVIATION FROM DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE 25.

TO THE PLANS AND SPECIFICATIONS AND ALL STATE AND LOCAL REQUIREMENTS.

ENSURE ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES. THESE MEASURES SHALL CONFORM

CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, TOOLS, MATERIALS AND SERVICES NEEDED TO 24.

DISTURBED BY THE CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR REGRADING AND REPLANTING VEGETATION IN ALL AREAS 23.

BETTER UNLESS OTHERWISE NOTED.

ALL DISTURBED AREAS SHALL BE RESTORED, INCLUDING REGRADING, TO THEIR ORIGINAL CONDITION OR 22.

GOVERNING ENTITIES.

CULVERTS, FENCES, AND LANDSCAPING AS REQUIRED BY OWNER, ENGINEER OF RECORD, AND/OR OTHER

DAMAGED ITEMS INCLUDING, BUT NOT LIMITED TO, DRIVEWAYS, SIDEWALKS, BOLLARDS, SIGNS, STORM

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, DISPOSE, REPAIRING, OR REPLACING ANY 21.

WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS BEFORE COMMENCING20.

PROTECT THE HEALTH, SAFETY AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE.

SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO

FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM DAMAGE OR DISRUPTION OF

THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGH THE DURATION OF CONSTRUCTION19.

AND ALL FEDERAL STATE, AND LOCAL REGULATIONS.

DISTRICT UTILITIES STANDARDS MANUAL. THE APPROVED TECHNICAL STANDARDS AND SPECIFICATIONS, CONFORM WITH THE COLLIER COUNTY LAND DEVELOPMENT CODE, THE COLLIER COUNTY WATER-SEWER

ALL MATERIAL AND CONSTRUCTION METHODS USED FOR THE PROPOSED IMPROVEMENTS SHALL18.

PROVIDE ALL SHEETING/SHORING REQUIRED TO PROTECT EXISTING STRUCTURES, PIPES AND FACILITIES. 17.

OWNER OF THE ELECTRIC LINES.

LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE

THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC 16.

DOWNTIME SHALL BE A MAXIMUM OF 8 HOURS, UNLESS SPECIFIED OR SHOWN OTHERWISE.

THE EXISTING PIPE SHALL REMAIN IN SERVICE UNTIL NEW PIPING IS READY TO BE PLACED INTO SERVICE.

CONTRACTOR SHALL REROUTE THE EXISTING PIPING IF REQUIRED TO MISS THE PROPOSED STRUCTURES. 15.

TO MAINTAIN SERVICE BY THE PLANT.

PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS REQUIRED

WHERE PIPING IS TO BE ABANDONED AND MUST REMAIN IN SERVICE UNTIL COMPLETION OF OTHER

ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED MAY NOT BE SHOWN. 14.

THE PLANT.

IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED UNTIL NO LONGER REQUIRED BY

CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED PREVIOUSLY 13.

COORDINATE LOCATION OF UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE CALL OF FL, INC. (SUNSHINE 811) TO12.

GRADE AND VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE.

WISE SHOWN OR DIRECTED. MANHOLES IN OPEN FIELDS SHALL BE SET TWELVE INCHES ABOVE FINISHED

ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, AND MANHOLES TO FINISHED GRADE UNLESS OTHER-11.

PROVIDE ALL RESTRAINTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND WORKING SYSTEM.

SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE CONNECTIONS.

CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AND 10.

WITHOUT ADDITIONAL COMPENSATION.

OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE

ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED

DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE.

THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM 9.

SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION.

THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS

RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN.

AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY

EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM 8.

ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST FOR THIS IN THE BID.

FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO

ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE

INDICATED ON THE DRAWINGS. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR REVISIONS

ALL PIPELINES SHALL HAVE A MINIMUM COVER OF 36" UNLESS THE COVER DEPTH IS SPECIFICALLY 7.

OWNER.

AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THE

SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS

LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR

AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING 6.

AND REQUIREMENTS.

CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER DISCHARGE REGULATIONS 5.

IN THE SAME AS FOR OTHER SIMILAR WORK.

WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK. DETAILS SHALL BE 4.

EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS.

AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY

UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE 3.

THE ENGINEER OF ANY DISCREPANCIES.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY 2.

THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.

FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF 1.

(NAVD) OF 1988 UNLESS NOTED OTHERWISE IN THE DRAWINGS.

ALL NEW, OR PROPOSED, ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM

GEODETIC VERTICAL DATUM 1929). THE CONVERSION FACTOR FROM NGVD29 TO NAVD88 IS -1.28 FEET

ALL ELEVATIONS SHOWN ON ALL HISTORICAL RECORD DRAWINGS ARE BASED ON NGVD 29 (NATIONAL

BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK.

CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT SITE FEATURES AFFECTING THE WORK.

ELEVATIONS, AND CONFIGURATION OF EXISTING STRUCTURES, EQUIPMENT, PIPING, UTILITIES, AND OTHER

CONDITIONS PRIOR TO CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO, THE LOCATION, DIMENSIONS, CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING

TREAD PLATE

LANDSCAPING

GRATING

STEEL

LINE WORK

COURSE (ABC)

AGGREGATE BASE

BEDROCK

CLSM

(ALL CLASSES)

CONCRETE

DRAIN ROCK

OR BACKFILL

STRUCTURAL FILL

STAGING AREA

SPAN

ASPHALT PAVING

GRAVEL

UNDISTURBED SOIL

EXISTING/

Know what's below.

Callbefore you dig.

KEY TAG X

DISPOSE

DEMOLISH AND

SALVAGE

DEMOLISH AND

RIPRAP(WITH AERIAL)

OR

OTHERWISE.

ALL DEBRIS FROM DEMOLITION TO BE DISPOSED OF PROPERLY OFFSITE, EXCEPT WHEN NOTED35.

ACCORDANCE WITH THE CONTRACT DOCUMENTS.

PHOTOGRAPHS SHOWN FOR CLARITY, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL WORK IN34.

CONSISTENT WITH SURROUNDINGS.

AND STABILIZING WITH GRANULAR MATERIALS OR SOD AS NEEDED SO THAT SURFACES APPEAR

AFTER DEMOLITION, RESTORE EXISTING SURFACES AT DEMOLITION SITE BY REMOVING IRREGULARITIES,33.

WORKING CONDITIONS.

THAT ARE TO REMAIN. ALL DAMAGES MUST BE REPAIRED IMMEDIATELY AND RESTORED TO ORIGINAL

DEMOLITION WORK SHALL BE PERFORMED SO AS NOT TO DISTURB ANY STRUCTURES, PIPING, AND UTILITIES32.

NOTIFY THE ENGINEER OF ANY DISCREPANCIES.

CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION AND31.

DIGGING TO MINIMIZE DAMAGE TO EXISTING FEATURES.

ON THE BEST AVAILABLE INFORMATION TO UTILITIES MAY REQUIRE MINOR FIELD ADJUSTMENTS OR HAND

AWARE THAT THIS IS AN EXISTING WATER TREATMENT PLANT SITE. NEW WORK HAS BEEN DESIGNED BASED

REIMBURSEMENT WILL BE ALLOWED FOR UTILITY/ PIPE REPAIR OR REPLACEMENT. CONTRACTOR SHALL BE

ALL REPAIR WORK SHALL MEET THE APPROVAL OF THE OWNER OF THE DAMAGED UTILITY. NO

UNDERGROUND PIPELINES ON OR OFF THE PROPERTY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

AND UNDERGROUND PIPELINES IN CONSTRUCTION AREA. ANY DAMAGES TO EXISTING UTILITIES OR

CONTRACTORS SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF ALL EXISTING UTILITIES30.

TRENCH SAFETY STANDARDS.

PROVIDE WRITTEN ASSURANCE THAT THE TRENCH EXCAVATION WILL COMPLY WITH THE APPLICABLE

SET FOR IN THE TRENCH SAFETY ACT THROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR SHALL

EXCAVATION MUST MEET OSHA REQUIREMENTS AND CONTRACTOR SHALL CONFORM TO THE GUIDELINES29.

CONTRACTOR SHALL CONFIRM LIMITS OF STAGING AREA WITH PLANT MANAGER OR PLANT STAFF.28.

OR STRUCTURE WITHOUT THE PRESENCE OF A COLLIER COUNTY UTILITY INSPECTOR.

NO CONNECTIONS TO, OR ANY OTHER CONSTRUCTION SHALL BE PERFORMED ON AN EXISTING UTILITY MAIN27.

(800) 432-4770 v o AH

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FACILITY INDEX

204170B_00G04.dgn

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

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

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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

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PROJECT NO. FILE NAME:

AREA CODE

FACILITY

FACILITY NAME

EXISTING BLEND TANK AREA

RESERVOIR

WATER STORAGE

EX. FINISHED

AREA

INHIBITOR FEED

CORROSION

EX. CAUSTIC /

PUMPS

TRANSFER

EX.

TANK NO. 4

REACTOR

EX.

TANK NO. 3

REACTOR

EX.

TANK NO. 2

REACTOR

EX.

TANK NO. 1

REACTOR

EX.

BUILDING

ELECTRICAL

NO. 2

STATION

PUMP

SERVICE

HIGH

AREA

FILTER

EFFLUENT

L.S.

STATION NO. 1

HIGH SERVICE PUMP

AREA

L.S. RECARBONATION

BUILDING

HANDLING

EX. SLUDGE

BUILDING

CHEMICAL

EX.

CONTROL

ODER

OSMOSIS

REVERSE

EX.

CONTROL

ODOR

EX. L.S.

CONTRACTOR LAYDOWN, STAGING AND STORAGE AREA06

REVERSE OSMOSIS BUILDING

EX. OPERATIONS AND

BLEND TANK AREA

SEE SHEET M01 FOR CONTINUATION