CW_RO1_Chemical_Storage_-_Bid_Set_-_Drawings_SS.pdf

BID SET

City Project No. 23-0051-UT City Plan Set No. 2026010

Tara L. Kivett, P.E.

City Engineer

Approved For Construction

Date Approved

CITY ENGINEER Tara L. Kivett, P.E. #86611

RO1 CHEMICAL STORAGE AND

FEED SYSTEM IMPROVEMENTS

SHEET INDEX

Project Location

N

S

EW

Sheet 1 of 21

CITY OFFICIALS

Bruce Rector Mayor Ryan Cotton Councilmember Mike Mannino Councilmember David Allbritton Councilmember Lina Teixeira Councilmember Jennifer Poirrier City Manager

G-002

2 21

GENERAL NOTES

1. All work performed shall comply with the regulations and ordinances of the various governmental agencies having jurisdiction over the work.

2. All workmanship and materials used in the construction of this project shall conform to the latest City of Clearwater standards, contract documents and specifications unless otherwise noted.

3. Specific requirements of the Florida Department of Transportation (FDOT) “Design Standards” and “Standard Specifications for Road and Bridge Construction”, most current editions, are incorporated into the contract documents by reference.

4. The Contractor shall obtain all required permits prior to construction.

5. The Contractor shall notify all utility companies at least forty eight (48) hours prior to start of construction, demolition and/or excavation in accordance with Florida Statutes.

6. The Contractor shall call Sunshine 811, previously known as Sunshine State One Call of Florida, at 1-800-432-4770 or 811, a minimum of two (2) days and a maximum of five (5) days prior to start of construction.

7. Locations, elevations and dimensions of existing utilities, structures and other features are shown according to the best information available at the time of the preparation of these plans, but do not purport to be absolutely correct. The Contractor shall verify the location, elevations and dimensions of all existing utilities, structures and other features affecting the work prior to construction.

8. The Contractor shall be responsible to review the site to determine existing conditions. Anything not shown on these plans shall be brought to the attention of the City's Engineering Representative and shall not constitute additional scope of work unless approved by the Engineer.

9. The Contractor shall contact the City's Engineering Representative immediately concerning any conflicts arising during construction.

10. All construction activities must conform to the local noise ordinance.

11. Hours of work shall be in accordance with the local governmental agency.

12. These drawings do not include necessary components for construction safety. The Contractor is solely responsible for construction safety. Special precautions may be required in the vicinity of power lines and other utilities.

13. The Contractor shall furnish, erect and maintain all necessary traffic control and safety devices in accordance with the U.S. Department of Transportation, “Manual on Uniform Traffic Control Devices” and the latest Florida Department of Transportation “Design Standards”.

14. The Contractor shall provide, erect and maintain effective barricades, danger signals, signs and pedestrian detours in all areas where required for the protection of the work and the safety of the public.

15. Maintenance of Traffic (MOT): if it becomes necessary for the Contractor to close any street to through traffic within the limits of construction, access for local traffic with destination within the project limits of construction shall be maintained. If during construction, access for local traffic is changed, the property owners affected shall be given at least three (3) days advance notice. The Contractor shall submit to the City's Engineering Representative the Traffic Control Plan for approval prior to implementation.

16. A registered Land Surveyor, at the Contractor's expense, shall reset all section corners or property corners dislocated or disturbed by any construction related activities.

17. Any National Geodetic Survey (NGS) Monument within the limits of construction is to be protected. If in danger of damage, contractor shall notify the city's field representative immediately and contact the National Geodetic Survey information center.

18. Unless noted on the plans, final grade is to generally be the same as existing grade. Restore uniformly and for proper yard drainage grade toward roadway.

19. All new utilities shall be installed with the minimum thirty six (36) inches of cover.

20. Where utilities cross the lowest pipe shall be installed first.

21. The Contractor shall be responsible for testing of all newly constructed utilities in accordance with current standards of local jurisdiction. The Contractor shall notify the local jurisdiction and the Owner or an authorized representative at least forty eight (48) hours in advance of performing tests.

22. The Contractor shall provide all sheeting, shoring and bracing required to protect adjacent structures or to minimize trench width. Where a separate pay item is not provided, the cost of all sheeting and bracing required shall be included in the contract price for the item of work for which sheeting, shoring and bracing is anticipated to be required in accordance with local, state, or federal regulations for construction.

23. All concrete shall have a minimum compressive strength of 3,000 psi (28-day strength), unless otherwise noted on drawings.

24. No surfacing material is to be applied to any manhole covers, frames, valve boxes, gas drops, etc. All existing and proposed utility and storm sewer structures whose tops will be exposed within any paved area shall be adjusted so that the top surface of covers or frames shall be flush with the pavement surface.

25. Materials interfering with construction shall be disposed of as directed by the City's Engineering Representative, unless otherwise noted on plans.

26. All excess soil resulting from construction activities that is not claimed by the Owner shall become the property of the Contractor and disposed of by the Contractor.

27. All disturbed landscaped and/or grassed areas shall be restored uniformly and be generally at the same elevation as existing grades.

28. All disturbed areas shall be replaced within fifteen (15) days to a condition equal to or better than existing conditions.

29. All voids after placement of sod shall be filled with prepared soil mix. The sod shall be rolled to meet the proposed grades. Sod placed on slopes 3:1 or steeper shall be pegged.

30. Areas of exposed earth resulting from construction shall be sodded in kind as directed by the City's Engineering Representative unless otherwise noted on plans.

31. The Contractor shall maintain an accurate set of marked-up drawings (As-Builts) at the construction site.

32. A CCTV inspection of the new sewer system in digital format utilizing the industry standard Pipeline Assessment and Certification Program (PACP) coding system shall be provided to the City. The video shall be taken prior to placing the new sewer system into service. Data will be collected utilizing CUES Granite software.

33. Installation of gravity sewer pipe shall be in conformance with recommended practices contained in Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications ASTM D2321. Connections to manholes with sanitary pipe shall use a joint two (2) feet in length and shall use an approved water stop around pipe joint entry.

34. The bottom trench width in an unsupported trench shall be limited to the minimum practicable width allowing working space to place and compact the hunching material. The use of trench boxes and movable sheeting shall be performed in such a manner that removal, backfill and compaction will not disturb compacted haunching material or pipe alignment. Dewatering of the trench bottom shall be accomplished using adequate means to allow preparation of bedding, placement of the haunching material and pipe in the trench without standing water. Dewatering shall continue until sufficient backfill is placed above the pipe to prevent flotation or misalignment.

35. The Contractor shall dispose of all unsuitable materials, construction debris, and other waste materials offsite in accordance with applicable regulatory agency requirements at the Contractor's expense. All backfill shall be free of unsuitable materials.

36. The Contractor shall be responsible for providing a Hurricane Preparation Plan to the City's Engineering Representative for review and approval prior to commencing construction activities.

37. Any damage to city, county, or state roads caused by the Contractor shall be repaired by the Contractor in a timely manner and to the satisfaction of the City's Engineering Representative. Payment shall not be made for this work.

38. The Contractor shall protect private property.

SURVEY NOTES

1. The City of Clearwater Control Network's Horizontal Datum is: North American Datum (N.A.D.), Florida State Plane Coordinates, Florida West Zone 83(1999).

2. The City of Clearwater Control Network's Vertical Datum is: North American Vertical Datum (N.A.V.D.) 1988.

3. The survey was provided by the City of Clearwater Land Survey Division. The last date of field survey is January 2016.

TREE PROTECTION

1. The Contractor will be responsible for adhering to all Tree Protection measures required by the City of Clearwater codes, ordinances and Standard Specifications. This will include all tree barricades, root pruning and tree trimming/pruning activities. These requirements will apply within the specified “limits of work” and will also be applicable in all areas where the Contractor and/or his subcontractors stage, store or park vehicles, equipment, materials and debris.

2. All tree pruning and/or root pruning on existing trees to be preserved will only be performed by or under the direct supervision of an International Society of Arboriculture (ISA) Certified Arborist. Furthermore, all tree work shall conform to the American National Standards Institute (ANSI) 2001, American National Standard for Tree Care Operations - Tree, Shrub and Other Woody Plant Maintenance - Standard Practices (Pruning) ANSI A-300.

3. Where called for on the plans, install tree barricades, erosion control/silt fencing or other approved protective barriers around all trees to be preserved, per City Standard Detail. Where applicable, and specifically approved by the City's Engineering Representative protective barriers may be placed in root prune trenches.

4. Prior to any field changes taking place, it will be the Contractor's responsibility to review the potential impacts to existing trees with his Certified Arborist, and include any and all recommended tree protection measures in his proposal to modify the approved design. The City's Engineering Representative must approve, in writing, any changes to the approved design prior to implementation of said change.

5. The Contractor will avoid any open excavations, fill or other construction activities whenever possible within the “critical root zone” of any existing tree (i.e., under the drip line/canopy).

6. No vehicles, equipment or materials shall be parked or stored under/within the drip line/protective barrier area of any tree.

7. Where construction activities are anticipated to last for an extended period of time near existing trees, the Contractor shall install and maintain City approved tree barricades as shown in the Standard Details and as approved by the City's Engineering Representative.

8. Woodchips, mulch or another cushioning surface material approved by the City's Engineering Representative shall be placed to a minimum depth of ten (10) inches over areas where roots are present and construction traffic occurs.

9. All tree protection measures shall remain in place at all times during construction until the City's Engineering Representative authorizes removal.

10. The Contractor will coordinate with the City's Engineering Representative, Tim Kurtz, at (727) 562-4737, to obtain approval in advance of any and all work within the critical root zone of any existing tree.

SEDIMENT & EROSION CONTROL

1. It is the responsibility of the Contractor to control and prevent erosion and the transportation of sediment to surface drains and outfalls.

2. The Contractor shall prepare and submit a Stormwater Pollution Prevention Plan (SWPPP) in accordance with Florida Department of Environmental Protection (FDEP) Criteria for a National Pollution Discharge Elimination System (NPDES) Activities Permit.

3. The Contractor must obtain a FDEP Generic Permit for The Discharge of Produced Ground Water, if dewatering with offsite discharge will be required. The Contractor is responsible for all required preliminary water samples to satisfy the FDEP Generic Permit for the Discharge of Produced Ground Water. Sampling shall occur thirty (30) days prior to the start of dewatering.

4. Construction operations shall be carried out in such a manner that erosion and pollution shall be minimized.

The submitted SWPPP shall be complied with. All applicable federal, state, and local laws shall be complied with at all times. Please note that no hay bales are allowed on City of Clearwater projects.

ROOT PRUNING

1. Root pruning shall only be performed by or under the direct supervision of an International Society of Arboriculture (ISA) Certified Arborist.

2. Any proposed root pruning trenches shall be identified (i.e., staked or painted) on site, inspected and approved by the City's Engineering Representative prior to actual root pruning.

3. Root pruning shall be performed as far in advance of other construction activities as is feasible, but at a minimum shall be performed prior to any impacts to the soil. Associated tree protection measures should be implemented upon completion of said root pruning.

4. If there is a likelihood of excessive wind and/or rain, an exceptional care shall be taken on any root pruning activities.

5. Root pruning shall be limited to a minimum of twelve inches per one inch trunk diameter from the tree base.

Any exception must be approved by the City's Engineering Representative prior to said root pruning.

6. Roots shall be cut cleanly, as far from the trunk of the tree as possible. Root pruning shall be done to a minimum depth of eighteen (18) inches from existing grade, or to the depth of the disturbance if less than eighteen (18) inches.

7. Root pruning shall be performed using a root cutting machine designed specifically for this purpose. Alternate equipment or techniques must be approved by the City's Engineering Representative, prior to any work adjacent to trees to be preserved.

8. Root pruning shall be completed, inspected and accepted prior to the commencement of any excavation or other impacts to the critical root zones of trees to be protected.

9. Excavations in an area where root are present shall not cause the tearing or ripping of tree roots. Roots must first be cleanly severed prior to continuing with the excavation, or tunneled around to prevent damage to the root.

10. Tree roots shall not be exposed to drying out. Root ends shall be covered with native soil or burlap and kept moist until final backfill or final grades have been established.

11. When deemed appropriate (e.g. during periods of drought) the city representative may require a temporary irrigation system be utilized in the remaining critical root zones of root pruned trees.

UTILITY OWNERS

Spectrum Attention: Mr. Ted Bingham 700 Carillon Parkway, Suite 6 St. Petersburg, Florida 33716-1123 Phone: (727) 329-2847

Frontier Communications, Inc.

Attention: Mr. Chris Blauvelt

MC: FLCW5033

1280 Cleveland Street Clearwater, Florida 33782 Phone: (727) 562-1130

Wide Open West (WOW!)

FLSP2144

Attention: Mr. James Sandman - Construction Project Coordinator 3001 Gandy Boulevard North Pinellas Park, Florida 33782 Phone: (727) 239-0224 Office

Duke Energy Attention: Mr. Rico Ashley 2166 Palmetto Street, Bldg. F Clearwater, Florida 33765 Phone: (727) 562-5767 City of Clearwater

Clearwater Gas System Attention: Mr. Robert Malick 401 North Myrtle Avenue Clearwater, Florida 33755 Phone: (727) 444-8924

City of Clearwater Engineering Department - Traffic Division Attention: Annabella C. Hullen, P.E.

100 South Myrtle Avenue, Clearwater, Florida 33756-4748 Phone: (727) 383-0932

City of Clearwater Engineering Department - Survey Division Attention: Mr. Daniel Dieter 100 South Myrtle Avenue Clearwater, Florida 33756-4748 Phone: (727) 444-8183

City of Clearwater Engineering Department - Public Utilities Attention: Mr. Michael Flanigan 1650 North Arcturas Avenue Clearwater, Florida 33755 Office: (727) 444-8878 Mobile: (727) 224-7043

City of Clearwater Engineering Department - Construction Management Attention: Mr. Steve Wasilefsky 100 South Myrtle Avenue Clearwater, Florida 33756 Phone: (727) 444-7231

GENERAL NOTES

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

mailto:Theodore.bingham@mybrighthouse.com

DUAL-MEDIA FILTERS

F.F. EL.= 72.00

#4

CONCRETE PAD

#3 #2 #1

BAYOXIDE

FILTERS

FUTURE

BUILDING

EXTENSION

20,000GAL.

BLENDING

TANK

COVERED

ENTRANCE

CHEMICAL

STORAGE AND FEED

BLENDED

WATER

PUMPSFERRIC

CHLORIDE

STORAGE

AND FEED

(ABANDONED)

SODIUM

HYPOCHLORITE

ROOM

MAINTENANCE

OFFICE

AMMONIA

BUILDING

PUMP STATION

BUILDING

FFE=70.05

WATER STORAGE TANK

VENTURI

FLOW

METER

BOOSTER

PUMP

STATION

20,00GAL

BACKWSH

HOLDING

TANK

4'-6"x2'-3" SAMPLE SHED ON 5'-6"x3'-3" CONCRETE PAD

8' ORNAMENTAL

PICKET FENCE

WELLFIELD COMMUNICATION TOWER

CONCRETE PAD

GENERATOR

ENCLOSURE

(8'-6"x25'-0")

FU

EL

T

AN

K (9

'-8 "x

'-8

DRYWELL

COMPRESSOR

REVERSE OSMOSIS

BUILDING

F.F. EL. 70.50

COMPRESSOR

ON CONC. PAD

TRANSFORMER

CANTILEVER

SLIDE GATE

STORMWATER

POND

WOOD

BRIDGE

SWALE

1 STORY MASS BUILDING

1 STORY MASS BUILDING

1 STORY MASS BUILDING

1 STORY MASS BUILDING

1 STORY MASS BUILDING

1 STORY MASS BUILDING

POOL AND DECK

STORM INLET

TOP EL = 67.45'

N THROAT EL=66.65'

S THROAT EL=66.71'

INV EL 12" CMP (W) = 64.40'

INV EL 12" PVC (S) = 65.58'

PA

LM

ET

TO

S

TR

EE

T

AS

PA

LT

P

AV

EM

EN

T

563.25’(F) 541.32(F)

1104.57’ O/A(C,F) S0010‘16"W O/A(C,F) HORIZONTAL SURVEY CONTROL LINES (TYP) SIR 5/8”

FDC LB 6707

GPS PT.

PUMP

STATION

ARSENIC TREATMENT

SYSTEM FACILITY

WATER STORAGE

TANK

FUTURE LAS

DOSING LINE

CONTRACTOR

LAYDOWN

AREA

CONTRACTOR PARKING AREA

C-001

3 21

EXISTING SITE PLAN

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

LEGEND:

1. CHEMICAL STORAGE FEED AREA (ANTISCALANT,

HYDROFLUOROSILICIC ACID, SODIUM BISULFITE,

SODIUM HYDROXIDE)

2. CHEMICAL STORAGE AND FEED BUILDING

(AMMONIUM HYDROXIDE)

3. SODIUM HYDROXIDE FEED LINE AND INJECTION

POINT

4. CONTRACTOR LAYDOWN AREA

5. CONTRACTOR PARKING AREA

D-001

4 21

EXISTING AND DEMOLITION AMMONIUM

HYDROXIDE STORAGE AND FEED

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

REMOVE AND DISPOSE TWO (2)

AMMONIUM HYDROXIDE TANKS

EXISTING AMMONIUM

HYDROXIDE TANKS

SALVAGE TWO (2) CHEMICAL

TRANSFER PUMPS AND VALVE BODIES

AND RETURN TO CITY. PVC PIPING

AND FITTINGS TO BE REMOVED AND

DISPOSED.

REMOVE AND DISPOSE

TWO (2) AMMONIUM

HYDROXIDE STORAGE TANKS

REMOVE AND DISPOSE

TWO (2) AMMONIA ODOR

CONTROL TANKS AND PIPING

SALVAGE TWO (2)

TRANSFER PUMPS AND

RETURN TO CITY

SALVAGE CHEMICAL SKID

AND RETURN TO CITY SALVAGE PUMP AND

RETURN TO CITY

REMOVE AND DISPOSE

AMMONIUM HYDROXIDE

DAY TANK

EXISTING AMMONIUM HYDROXIDE

AREA DEMOLITION PLAN

EXISTING AMMONIUM

HYDROXIDE TRANSFER PUMPS

NOTES:

1. CONTRACTOR TO COORDINATE WITH CITY OPERATIONS

STAFF 28 DAYS MINIMUM BEFORE STARTING DEMOLITION

2. CONTRACTOR TO INSTALL TEMPORARY LAS DOSING

SYSTEM, INCLUDING TOTES, PIPING, TUBING, ETC.;

CONNECT TO EXISTING DOSING LINE, AND COORDINATE

WITH THE CITY ON PLACING INTO SERVICE PRIOR TO

BEGINNING DEMOLITION.

3. CONTRACTOR TO PROTECT AND REUSE EXISTING CONDUIT,

LEVEL SENSORS AND TRANSMITTERS, AND SS316

UNISTRUT SUPPORTS.

4. ALL CHEMICAL PIPING, FITTINGS, AND TANKS ARE TO BE

REMOVED FROM SITE AND PROPERLY DISPOSED.

5. TRANSFER PUMPS, EXISTING DOSING PUMP SKID, AND

DOSING PUMPS TO BE CAREFULLY DISCONNECTED,

REMOVED, AND DELIVERED TO A LOCATION IDENTIFIED BY

THE CITY.

6. ALL VALVE BODIES TO BE SALVAGED AND DELIVERED TO

THE CITY UNLESS OTHERWISE DIRECTED BY THE

ENGINEER OR CITY REPRESENTATIVE.

REMOVE AND DISPOSE ONE

(1) AMMONIUM HYDROXIDE

DAY TANK

SALVAGE METERING PUMP

SALVAGE DOSING PUMP SKID AND AND

RETURN TO THE CITY. OFF-SKID PIPING

TO BE DISPOSED OF. ALL VALVE BODIES

TO BE SALVAGED AND RETURNED TO THE

CITY.EXISTING AMMONIUM HYDROXIDE

DAY TANK & PUMP SKID

FUTURE

BUILDING

EXTENSION

COVERED

ENTRANCE

GENERATOR

ENCLOSURE

(8'-6"x25'-0")

REVERSE OSMOSIS

BUILDING

F.E. EL. 70.50

D-002

5 21

SODIUM HYDROXIDE DEMOLITION PLAN

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

NOTES:

1. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION AND DEMOLITION WITH CITY

OPERATIONS STAFF A MINIMUM OF 2 WEEKS BEFORE COMMENCING WORK.

2. CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONARY SAFETY MEASURES AND

FLUSH EXISTING LINE PRIOR TO DEMOLITION.

3. CONTRACTOR SHALL INSTALL NEW SODIUM HYDROXIDE INJECTION LINE AND QUILL OR

A TEMPORARY DOSING LINE PRIOR TO DEMOLISHING EXISTING SODIUM HYDROXIDE

INJECTION POINT.

4. CONTRACTOR TO SUBMIT AND RECEIVE APPROVAL OF SEQUENCE CONSTRUCTION TO

ENSURE SODIUM HYDROXIDE INJECTION IS BEING DOSED AT ALL TIMES PRIOR TO

STARTING WORK

5. CONTRACTOR TO REMOVE FLUSH AND DISPOSE OF EXISTING SODIUM HYDROXIDE

INJECTION LINE ONCE NEW LINE IS IN SERVICE.

6. CONTRACTOR MAY REUSE EXISTING SADDLE FOR ABANDONED INJECTION POINT AND

PERMANENTLY SEAL CONNECTION USING PLUG, WELDED CAP, OR OTHER CONNECTION

ACCEPTABLE TO THE CITY. THREADED CONNECTIONS WILL NOT BE ACCEPTED.

7. CONTRACTOR TO REMOVE AND DISPOSED OF EXISTING SODIUM HYDROXIDE VALVES

UNLESS OTHERWISE DIRECTED BY THE CITY OR ENGINEER.

8. CONTRACTOR MAY REUSE PIPE SUPPORT HANGERS UPON INSPECTION AND

APPROVAL BY THE ENGINEER

EXISTING SODIUM

HYDROXIDE

INJECTION POINT

EXISTING SODIUM HYDROXIDE

INJECTION POINT AND

CONTAINMENT

APPROXIMATE LOCATION

OF INJECTION POINT

EXISTING SODIUM HYDROXIDE

DOSING LINE TO BE REMOVED

REMOVE EXISTING SODIUM

HYDROXIDE DOSING LINE,

INSULATION, AND CONTAINMENT.

REMOVE EXISTING SODIUM HYDROXIDE PIPING

AND INSULATION. STRUT SUPPORTS TO BE

REPLACED TO ACCOMMODATE NEW PIPING.

REMOVE EXISTING SODIUM

HYDROXIDE PIPING AND

INSULATION. STRUT

SUPPORTS TO BE REPLACED

TO ACCOMMODATE NEW

PIPING.

EXISTING SODIUM HYDROXIDE

DOSING LINE PLAN VIEW

EXISTING SODIUM HYDROXIDE

DOSING LINE ROUTING

M-001

6 22

PROPOSED LIQUID AMMONIUM SULFATE (LAS) LAYOUT

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

CONTROL

PANEL

FENCE GATE

OPENING

SAFETY

SHOWER

ALL CONCRETE FLOOR AND

CONTAINMENT WALL SURFACES

TO BE PREPPED AND COATED

ACCORDING TO SPECIFICATION

09 96 00

PROPOSED SEQUENCE OF CONSTRUCTION:

1. CONTRACTOR TO FURNISH AND INSTALL A TEMPORARY LAS

DOSING SYSTEM IN EXISTING FERRIC CHLORIDE STORAGE

AND FEED AREA.

2. CONTRACTOR TO COORDINATE WITH CITY OPERATIONAL

STAFF AND PLACE TEMPORARY SYSTEM ON-LINE PRIOR TO

COMMENCING WORK IN EXISTING AMMONIA AREA

3. CONTRACTOR TO REMOVE EXISTING STORAGE TANKS,

TRANSFER PUMPS, DOSING PUMP SKID, AND

INTERCONNECTING PIPING

4. CONTRACTOR TO SALVAGE AND PROTECT LEVEL

INSTRUMENTATION AND CONTROL PANEL

5. ALL FLOOR AND CONTAINMENT WALL SURFACES TO BE

CLEANED, PREPPED, AND COATED ACCORDING TO

SPECIFICATION 09 96 00. TOPCOAT COLORS TO BE

SUBMITTED TO THE ENGINEER FOR SELECTION.

6. NEW LAS STORAGE AND DAY TANKS TO BE INSTALLED IN

ACCORDANCE WITH THE SPECIFICATIONS AND

MANUFACTURER'S REQUIREMENTS. REFER TO SHEETS

M-003 & M-004 FOR NOZZLE ORIENTATIONS.

7. NEW LAS DOSING SKID AND CHEMICAL TRANSFER PUMPS TO

BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS

AND MANUFACTURER'S REQUIREMENTS

8. NEW LOADING, VENT, AND INTERCONNECTING PIPING AND

TUBING, AND CONDUIT TO BE INSTALLED IN ACCORDANCE

WITH THE SPECIFICATIONS AND MANUFACTURER'S

REQUIREMENTS

9. LEVEL INSTRUMENTATION TO BE REINSTALLED AND

CALIBRATED TO NEW TANKS

10.NEW LEVEL SWITCH TO BE INSTALLED IN CHEMICAL SUMP.

SUMP TO BE COVERED WITH NEW FRP GRATING

11.NEW ALARM BEACON TO BE INSTALLED AND INTEGRATED

WITH PLANT SCADA ALARM SYSTEM

12.SUCTION LINE TO BE SLOPED DOWN TO PUMPS. SLOPE TO

BE 0.5%.

13.OVERHEAD PIPING NOT SHOWN FOR CLARITY. CONTRACTOR

MAY REUSE OVERHEAD ANCHORS AND SUPPORTS IF THEY

ARE IN GOOD CONDITION AS DEEMED BY THE ENGINEER.

14.TANK TIE-DOWNS TO BE SUPPLIED BY THE TANK

MANUFACTURER AND INSTALLED PER MANUFACTURER'S

RECOMMENDATIONS.

15.STRAINER ASSEMBLY TO BE ADDED TO COMBINED SUCTION

LINE TO TRANSFER PUMPS. SEE DETAIL C ON SHEET M-002

FOR STRAINER DETAIL.

ONE (1) DUPLEX

PUMP SKID

SUCTION LINE TO

DOSING PUMP SKID

ONE (1) 65 GAL DAY TANK

(SEE SHEET M-004 FOR

DETAILS)

TWO (2) 405 GAL STORAGE

TANKS (SEE M-003 FOR TANK

DETAILS)

TWO (2)

TRANSFER

PUMPS

4" SCH80 PVC TANK VENT

W/ SS316 INSECT SCREEN

4" SCH80 PVC TANK VENT

W/ SS316 INSECT SCREEN

EXISTING LEVEL

INDICATOR PANEL

EXISTING LEVEL

INDICATOR PANEL

1-1/2" BALL

VALVE

2" BALL VALVE

2" TYPE 57 BUTTERFLY

VALVE

2" TYPE 57

BUTTERFLY

VALVE

SUCTION LINE TO

TRANSFER PUMPS

A M-002

FLEXIBLE PIPE OR

BELLOWS

FLEXIBLE PIPE

OR BELLOWS

LAS CHEMICAL AREA

3/4 = 1'-0"

BAR SCALE

0 6" 1' 2'

PIPE TO TUBING

TRANSITION BOX

2" SCH80 PVC TANK VENT

ROUTED TO OUTSIDE

CONTAINMENT AREA

W/ SS316 INSECT SCREEN

10" x 10" x 40"

CONCRETE

PEDESTAL

REVERSE FLOAT

SS316 PIPE

SUPPORT

SS316 PIPE

SUPPORTS

REVERSE FLOAT

STRAINER

ASSEMBLY

CONNECTION FOR

FUTURE DOSING SKID

24" x 24" CONTAINMENT WITH 4" x 4" WALL.

CONTAINMENT FLOOR AND WALLS TO BE

COATED PER 09 96 00

2" CAMLOCK QUICK

CONNECT HOSE FITTING

SS316 PIPE CLAMP AND

EXPANSION BOLTS

B M-002

M-002

7 22

PROPOSED LAS SECTIONS

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

CONNECT TO

TANK

RETURN LINE

TO TK-01

RECONNECT LEVEL

SENSOR ONCE TANK IS

INSTALLED

405 GAL STORAGE

TANK (SEE M-003

FOR TANK DETAILS)

TWO (2) TRANSFER

PUMPS

EXISTING LEVEL

INDICATOR PANEL

1" BALL CHECK

1" BALL VALVE

2" SCH80 PIPE

TO DAY TANK

2" BALL VALVE

CONNECT VENT LINE AND ROUTE TO

OUTSIDE CHEMICAL AREA

FILL LINE FROM TANKER

TRUCK

RETURN LINE FROM

TRANSFER PUMPS

LAS TANK

TK-02

2" TEE ROTATED UP AT

~45° ANGLE

SS316 SUPPORT

STRUT

2" SCH80

PVC PIPE

1" BACK

PRESSURE

VALVE

SS316 SUPPORT CLAMP

TANK FILL PIPING DETAIL

NTS

SECTION A - CHEMICAL TANK AND

TRANSFER PUMP FACE PIPING

NTS

PRESSURE GAUGE

WITH DIAPHRAGM

SEAL

Y-STRAINER CONFIGURATION DETAIL

NTS

SS316 PIPE SUPPORT

(SEE NOTE 12)

2" BALL VALVE

SECTION B - TANK FILL CONNECTION

NTS

4" CHAMFER ALL

AROUND TOP OF

PEDISTAL

#3 TIES @ 12" OC(4) #4 ADHESIVE DOWELS,

EQ SPACED, EMBED 3-1/2"

6" CONCRETE BASE

WITH WELDED WIRE

MESH 2" FROM BOTTOM

90° ELBOW

NOTES:

1. Y STRAINER TO BE MOUNTED IN CONFIGURATION SHOWN

2. CONTRACTOR TO MOUNT Y STRAINER WITH MINIMUM 6"

CLEARANCE FROM FLOOR OR OTHER OBSTRUCTIONS

3. VALVES, FITTINGS, AND STRAINER MATERIAL TO MATCH

PIPING MATERIAL UNLESS OTHERWISE NOTED

BALL VALVE

Y-STRAINER

M-003

8 21

PROPOSED LIQUID AMMONIUM SULFATE (LAS)

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

NOTES:

1. INSTALLER MUST NOT ALLOW CONTINUOUS WEIGHT ON THE TANK AND ITS

FITTINGS. ALL PIPE, VALVES, AND ACCESSORIES TO BE SUPPORTED FROM

THE GROUND OR SEPARATE STRUCTURE.

2. DO NOT CONNECT ANY PIPING TO THE TANK THAT IS NOT FREE TO MOVE

FOR EXPANSION OR CONTRACTION.

3. ALL PIPING CONNECTIONS BOLTED TO THE TANK TO BE TORQUED TO NO

MORE THAN THE MANUFACTURER REQUIREMENTS.

4. TANK TO BE ISOLATED FROM ANY VIBRATION SOURCE USING ISOLATION

DEVICES, E.G. EXPANSION JOINTS.

5. LOCATE FITTINGS FROM PLAN VIEW.

6. TANK(S) MUST BE INSTALLED PER TANK MANUFACTURER'S USAGE &

GUIDELINES.

7. TANKS TO BE BUILT PER ASTM D 1998.

8. TANKS SHALL BE HIGH-DENSITY POLYETHYLENE TANKS

9. ALL FLANGES TO BE FACTORY INSTALLED.

10. WASHERS TO BE USED TO PROTECT PLASTIC FITTINGS AND FLANGES

11. PIPING IS NOT TO BE INSTALLED UNTIL TANKS ARE SET AND SECURED IN

THEIR PERMANENT LOCATION.

12. HOUSEKEEPING PADS TO BE INSPECTED AND APPROVED BY TANK VENDOR

PRIOR TO INSTALLATION OF TANKS.

13. TANK VENDOR TO CONFIRM SIZE AND PROJECTION OF ALL TANK

CONNECTIONS.

M-004

9 21

PROPOSED LIQUID AMMONIUM SULFATE (LAS)

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

NOTES:

1. INSTALLER MUST NOT ALLOW CONTINUOUS WEIGHT ON THE TANK AND ITS

FITTINGS. ALL PIPE, VALVES, AND ACCESSORIES TO BE SUPPORTED FROM

THE GROUND OR SEPARATE STRUCTURE.

2. DO NOT CONNECT ANY PIPING TO THE TANK THAT IS NOT FREE TO MOVE

FOR EXPANSION OR CONTRACTION.

3. ALL PIPING CONNECTIONS BOLTED TO THE TANK TO BE TORQUED TO NO

MORE THAN THE MANUFACTURER REQUIREMENTS.

4. TANK TO BE ISOLATED FROM ANY VIBRATION SOURCE USING ISOLATION

DEVICES, E.G. EXPANSION JOINTS.

5. LOCATE FITTINGS FROM PLAN VIEW.

6. TANK(S) MUST BE INSTALLED PER TANK MANUFACTURER'S USAGE &

GUIDELINES.

7. TANKS TO BE BUILT PER ASTM D 1998.

8. TANKS SHALL BE HIGH-DENSITY POLYETHYLENE TANKS

9. ALL FLANGES TO BE FACTORY INSTALLED.

10. WASHERS TO BE USED TO PROTECT PLASTIC FITTINGS AND FLANGES

11. PIPING IS NOT TO BE INSTALLED UNTIL TANKS ARE SET AND SECURED IN

THEIR PERMANENT LOCATION.

12. HOUSEKEEPING PADS TO BE INSPECTED AND APPROVED BY TANK VENDOR

PRIOR TO INSTALLATION OF TANKS.

13. TANK VENDOR TO CONFIRM SIZE AND PROJECTION OF ALL TANK

CONNECTIONS.

FUTURE

BUILDING

EXTENSION

20,000GAL.

BLENDING

TANK

COVERED

ENTRANCE

BLENDED

WATER

PUMPS

GENERATOR

ENCLOSURE

(8'-6"x25'-0")

FU

EL

T

AN

K (9

'-8 "x

'-8

DRYER

COMPRESSOR

REVERSE OSMOSIS

BUILDING

F.E. EL. 70.50

EXIST. 20'x10'

CONCRETE PAD

21.5'x8' CONC.

LANDING

DRYWELL

COMPRESSOR

ON CONC. PAD

M-005

10 21

PROPOSED SODIUM HYDROXIDE INJECTION POINT

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

NOTES:

1. CONTRACTOR TO INSTALL INSULATION AROUND CASING PIPE

2. CONTRACTOR WILL BE RESPONSIBLE FOR RELOCATING ALL

EXISTING EQUIPMENT NECESSARY FOR NEW INJECTION QUILL

LOCATION.

NEW CAUSTIC INJECTION LINE

AND INJECTION QUILL INTO EXISTING

VERTICAL PERMEATE PIPE

CONTRACTOR TO INSTALL NEW

SODIUM HYDROXIDE INJECTION

QUILL IN SAFETY ENCLOSURE

48" ABOVE FLOOR

A M-

CAUSTIC INJECTION - PLAN VIEW

NTS

B M-

C M-006

PROPOSED CAUSTIC INJECTION POINT

NTS

M-006

11 21

PROPOSED SODIUM HYDROXIDE INJECTION POINT

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

NOTES:

1. EXISTING SUPPORTS TO BE INSPECTED BY ENGINEER AND APPROVED FOR REUSE PRIOR TO

REINSTALLING

2. CONTRACTOR TO INSTALL NEW SS316 PIPE SUPPORTS WHERE REQUIRED FOR NEW ROUTING

3. MAX SPACING FOR 4" PVC PIPE IS AS FOLLOWS: 4' FOR HORIZONTAL HANGERS, 10' FOR VERTICAL

SUPPORTS

4. CONTRACTOR TO INSTALL NEW FIBERGLASS INSULATION WITH ADHESIVE FLAP OVER 4" CASING

PIPE. INSULATION TO BE OWENS CORNING OR EQUAL

5. LB CONDUIT BODIES TO BE INSTALLED ON CASING PIPE AT EACH CHANGE OF DIRECTION

6. 4" TEE WITH BUSHING AND 12" DRAIN VALVE TO BE INSTALLED AT EACH LOW POINT

7. 1' MIN CLEAR PVC TO BE INSTALLED AT EACH LOW POINT

8. CASING PIPE TO BE SECURED TO WALL ADJACENT TO INJECTION POINT

9. INJECTION QUILL AND ENCLOSURE TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS

PIPE SUPPORT STRUT. SEE

DETAIL 2 ON SHEET M-007

PIPE/TUBING CONNECTION. SEE

DETAIL 5 ON SHEET M-007

4" SCH40 PVC CASING. BOTTOM

1' MIN TO BE CLEAR PVC.

4"x1

2" BUSHING WITH 12"

DRAIN VALVE

SECTION A - CONNECTION TO

NEW CASED TUBING

NTS

EXISTING CHEMICAL FEED

LINES TO REMAIN

4" LB PVC CONDUIT BODY FOR

PULLING TUBING

PIPE SUPPORT HANGER. SEE

DETAILS 13 & 14 ON SHEET M-008

12"x4" SADDLE WITH 4"x3

4" BUSHING

INJECTION QUILL ENCLOSURE. SEE

DETAILS 15 & 16 ON SHEET M-008

SECTION B - CHANGE OF DIRECTION

OF CASING PIPE

NTS

SECTION C - CHEMICAL INJECTION POINT

NTS

INJECTION POINT TO BE

INSTALLED 48" ABOVE FLOOR

4" SCH40 PVC WITH

INSULATION

A

C D

A

6"

M-007

12 21

MECHANICAL DETAILS

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

STRUT FITTING - SQUARE POST BASE3 N.T.S.

NON-METALLIC PIPE SUPPORT STANCHION4 N.T.S.

FRP PIPE CLAMP

HEAVY DUTY CHANNEL.

AICKINSTRUT 20V-2000

OR EQUAL

AICKINSTRUT

50PU-2636 CHANNEL

FITTINGS OR EQUAL AICKINSTRUT 20V-2000

CHANNEL OR EQUAL

ARRANGED

BACK-TO-BACK

AICKINSTRUT POST BASE

20PU-5904 OR EQUAL. MOUNT

WITH 12" DIA x 6" SS316

EXPANSION ANCHORS

NOTES:

1. UNISTRUT STAND SUPPORT MATERIAL TO BE SS316

UNLESS OTHERWISE SPECIFIED

2. MINIMUM SUPPORT HEIGHT TO BE 3-1/2"

3. SUPPORT TO BE FASTENED TO CONCRETE FLOOR

USING 12" x 6" ss316 ANCHORS

4. WASHERS AND NUTS TO BE SS316

EXISTING CONCRETE OR

MASONRY WALL, FLOOR

OR CEILING

NON-METALLIC PIPE CLAMS.

AICKINCLAMP 200-3100 CLAMPS

WITH STOP LOCKS OR EQUAL.

CLAMPS TO BE FASTENED PER

MANUFACTURER'S EQUIREMENTS.

NOTES:

1. PROVIDE PVC SLEEVE AROUND INSULATION FOR

INSULATED PIPE

2. STRUT TO BE VINYL ESTER FRP FOR HYPOCHLORITE

APPLICATIONS

3. STRUT LENGTH TO ACCOMMODATE PIPES

SUPPORTED

STOP LOCK

1-5/8" HEAVY DUTY FRP CHANNEL

STRUT. AICKINSTRUT SERIES

20V-2000 OR EQUAL.

8" DIAMETER x 6" SS316

EXPANSION ANCHORS AT 2'

O.C. (MIN. 2)

STRUT TYPE PIPE SUPPORT - NON METALLIC1 N.T.S.

STRUT TYPE PIPE SUPPORT2 N.T.S.

3" MIN CLEARANCE EACH

END

8" DIAMETER x 6" SS316

EXPANSION ANCHORS

AT 2' O.C. (MIN. 2)

EXISTING CONCRETE

WALL, TRENCH, OR

SLAB STOP LOCK ASSEMBLY.

AICKINSTRUT 200-4219 OR

EQUAL

SS316 LOAD BEARING

STRUT CLAMP

CHANNEL FRAMING.

AICKINSTRUT 20P-1500 OR

EQUAL

3" MIN EDGE TO EDGE

SEPARATION (PIPE

DIAMETER 4" AND SMALLER)

6" MIN EDGE TO EDGE

SEPARATION (PIPE

DIAMETER 5" AND LARGER)

NOTES:

1. PIPE SIZE TO BE AS INDICATED IN THE DRAWINGS (8"

MAX PIPE SIZE)

2. NUMBER OF PIPES SUPPORTED TO BE AS INDICATED

IN THE DRAWINGS

3. SUPPORT CHANNEL THE BE SS316 OR FRP AS

INDICATED IN THE DRAWINGS AND AS APPROPRIATE

FOR SERVICE

4. SUPPORT CHANNES AND ACCESSORIES FOR

HYPOCHLORITE SERVICE TO BE VINYL ESTER FRP

CHEMICAL FEED PIPE/TUBE TRANSITION5 N.T.S.

3" OR 4" PVC SOCKET END CAP.

DRILL HOLE(S) THROUGH CENTER

FOR FLEXIBLE CHEMICAL TUBING

PFA TUBING

ADAPTER

FNPT PVC

ADAPTER

PFA CARRIER

TUBING4" SCH80 PVC (OR AS

APPROPRIATE FOR

CHEMICAL SERVICE)

CONTAINMENT PIPE

SCH80 PVC

CHEMICAL PIPE

FNPT PVC

ADAPTER

PFA TUBING

ADAPTER

PFA CARRIER

TUBING

SS316 FLANGE

BOLTS

SOLVENT WELD

SCHE80 PVC

CHEMICAL PIPE

SCH80 PVC UNION

PVC BUSHING DRILLED OUT SO

INSIDE DIAMETER IS FLUSH

ELASTOMERIC GASKET

INSTALL MINIMUM 1' SECTION OF CLEAR PVC PIPE AT LOW POINT OF PIPING.

CLEAR PVC SECTION TO BE IN AREA PROTECTED FROM SUN, OR

CONTRACTOR TO INSTALL SHADE COVER.

3" OR 4"

SCH80 PVC

PUSH-ON

FLANGE

INTERIOR TRANSITION

EXTERIOR TRANSITION

PIPE/TUBE TRANSITION BOX6 N.T.S.

CHEMICAL

CARRIER

TUBING

SLIP X MNPT

PVC ADAPTER

PFA TUBING

ADAPTER

FNPT X FNPT

PVC ADAPTER

NOTES:

1. INSTALL PTFE TAPE ON THREADED CONNECTIONS

TO ACHIEVE SEAL

2. NUT MATERIAL TO BE COMPATIBLE WITH CHEMICAL

SERVICE

3. INSTALL BUSHING ON CARRIER TRANSITION FITTING

MNPT NUTSLIP X MNPT

PVC ADAPTER

SCH40 PVC

CASING PIPE

TRANSITION BOX

DOOR

CHEMICAL CONTAINMENT PULL BOX7 N.T.S.

PLAN

SECTION

DOUBLE DOOR WATER

TIGHT HATCH, H20 LOAD

RATED COVER. HALLIDAY,

BILCO, OR EQUAL

FLEXIBLE CARRIER TUBING IN

PVC CONTAINMENT CASING PIPE

3'W x 3'L x 4'd ID

CHEMICAL

CONTAINMENT

PULL BOX

A OPENING IN CONCRETE WALL TO ACCOMMODATE DIAMETER OF PVC CONTAINMENT CASING PIPE. FILL

VOID USING NON-SHRINK GROUT

LOOP OR COIL TUBING USING AT LEAST 10% MORE THAN THE MINIMUM ALLOWABLE RADIUS BEND AND SUPPORT LOOP USING NON-METAL PIPE SUPPORTS AND PLASTIC STRAPS OR CABLE TIES. DO

NOT KINK TUBING

COAT INTERIOR OF CONCRETE SURFACES OF CHEMICAL CONTAINMENT PULL BOX WITH SYSTEM

TNEMEC SYSTEM NO.39 OR EQUAL. APPLY PER MANUFACTURER'S RECOMMENDATIONS

REFER TO DRAWINGS TO CONFIRM SIZE OF FLEXIBLE CARRIER TUBING AND CONTAINMENT PIPE

3'W x 3'L x 4'd ID PRE-CAST

CONCRETE, DESIGNED TO

RESIST FLOTATION WITH

GROUNDWATER AT SURFACE

FLEXIBLE CARRIER TUBING IN

PVC CONTAINMENT CASING PIPE

B

C

D

PROPOSED

STORAGE

TANK

M-008

13 21

MECHANICAL DETAILS

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

TANK FILL LINE DETAIL9 N.T.S.

2" SCH80 PVC

RISER FASTENED

TO BUILDING WALL

2" SCH80 PVC FILL LINE

FROM FILL PEDESTAL

316SS PIPE SUPPORTS AT 4 FT. O.C. MIN. & EACH

BEND OR TEE. SUPPORTS TO BE KINDORF

MODULAR SUPPORT SYSTEM OR EQUAL.

2" SPA-FLEX PVC PIPE

TANK FILL/QUICK CONNECT DETAIL8 N.T.S.

PLAN

TOP VIEW

2" SCH80 PVC TO

STORAGE TANK

(TYP OF 2)

10"x 10"x 38" HIGH

CONCRETE PEDESTAL

316 S.S. PIPE CLAMP

SECURE WITH 316

S.S. EXP. BOLTS

2" "CAM-LOCK"

QUICK CONNECT

HOSE FITTING

316 S.S. PIPE CLAMP SECURE

WITH 316 (S.S. EXP. BOLTS

(TYP EACH FILL LINE)

2" SCH80 PVC BALL VALVE

(TYP EACH FILL LINE)

316 SS PIPE CLAMP SECURE

WITH 316 SS EXP BOLTS

(TYP EACH FILL LINE)

FILL PIPE SUPPORT10 N.T.S.

PVC FILL LINE

ATTACH TO MTG. ANGLE

WITH SS316 STRAPS AND

SS316 BOLTS, NUTS AND

WASHERS

SS316 ANGLE

ATTACH TO WALL WITH

SS316 EXPANSION

ANCHORS

NFPA HAZARD DIAMOND FOR LAS11 NTS

BLUE BACKGROUND

RED BACKGROUND

YELLOW BACKGROUND

WHITE BACKGROUND

10" x 10"

FIBERGLASS SIGN

2" HIGH LETTERS

"LIQUID AMMONIUM SULFATE"

DIAMOND

CHEMICAL WARNING SIGN

TO BE INSTALLED ADJACENT TO

ENTRANCE DOOR OF AMMONIA AREA

NOTE:

CHEMICAL WARNING

SIGN SHALL COMPLY

WITH NFPA 704, CHPT. 6

MASONRY WALL

APPLY 1" DEPTH OF GUN

GRADE ELASTOMERIC

SEALANT IN ANNULAR SPACE

ON BOTH SIDES OF WALL

1" NON SHRINK

GROUT

CARRIER PIPE (SEE

PLANS FOR SIZE)

1" MIN

ANNULAR

SPACE ALL

AROUND

TIGHT-PACKED LAYERS OF

EXPANDED POLYURETHANE

OR POLYURETHANE

ROPE-TYPE FILLER

SCH80 PVC SPOOL

PIECE CUT TO LENGTH

MASONRY WALL PENETRATION12 N.T.S.

CLEVIS PIPE HANGER DETAIL13 N.T.S.

SS316 ADJUSTABLE CLEVIS

PIPE HANGER. SIZE DEPENDENT

UPON PIPE SIZE AS SPECIFIED IN

THE DRAWINGS.

SS316 HANGER ROD. LENGTH TO MEET

PIPE GRAD AS SHOWN ON DRAWINGS.

DIAMETER TO BE COORDINATED WITH CLEVIS

ATTACHMENT PLATE.

UFS BEAM CLAMP

EXISTING BEAM

EXISTING

CONCRETE

CEILING

SS316 WEDGE ANCHORS.

TO BE SIZED BASED ON ROD

AND LOAD

CARBON STEEL

CONCRETE ROD

ATTACHMENT

PLATE. HOT-DIP

GALVANIZE AND

PAINT TO MATCH

CEILING. GRINNEL

FIG 52 OR EQUAL

SS316 UNISTRUT P2785 BOLT

BEAM CLAMP OR EQUAL

GAP BETWEEN ROD

AND BACK OF CHANNEL

CHANNEL NUT

SQUARE WASHER

HEX NUT

THREADED ROD

NOTES:

1. TWO (2) CLAMPS REQUIRED FOR EACH BEAM CROSSED

2. FASTEN TO MINIMUM TWO BEAMS

3. ADJUST THREADED ROD AS REQUIRED TO FOR PIPE INSTALLATION

MASONRY WALL PENETRATION14 N.T.S.

NOTES:

1. ENCLOSURE TO BE SIZED TO CONTAIN QUILL, VALVE, AND ALL ACCESSORIES.

2. ENCLOSURE MOC TO BE SS316

3. ENCLOSURE TO BE MOUNTED PER MANUFACTURER'S RECOMMENDATIONS

4. CONTRACTOR TO PROVIDE MOUNTING HARDWARE

CHEMICAL INJECTOR SAFETY ENCLOSURE15 N.T.S.

LOCK SECURELY FASTEN

INJECTOR IN CORP. STOP

316 SST BALL VALVE

W/ HANDLE OPERATOR

PERMEATE PIPE (SEE

MECHANICAL DWGS)

INSERTION LENGTH

(SEE NOTE 3)

CHAIN LOCK

MALE NPT, SIZE BY

DIFFUSER MANUFACTURER

CHEMICAL INJECTOR

INJECTOR TIP

NOTES:

1. INJECTOR SHALL BE RETRACTABLE INJECTION QUILL WITH

BALL VALVE.

2. DIFFUSER, SOLUTION TUBE, AND CONNECTIONS TO BE

SS316

3. TUBING TO BE PFA. PIPING TO BE SCH80 PVC

4. SEALS AND GASKETS TO BE VITON

5. INSERTION LENGTH SHALL BE 1/3 OF THE PROCESS PIPE

DIAMETER.

CONNECT TO EXISTING

1/2" OD CHEMICAL TUBING

CHEMICAL INJECTOR16 N.T.S.

AutoCAD SHX Text

LIQUID AMMONIUM SULFATE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

CMU WALL

E-001

14 21

LEAK DETECTION - FLUORIDE

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

03/2026 DBT

--- RF

N/A

N/A

Mead and Hunt, Inc.

4" SCH.80

PVC CONDUIT

FLUORIDE CHEMICAL SYSTEM

3/4 = 1'-0"

BAR SCALE

0 6" 1' 2'

SECTION B

NTS

SECTION C

NTS

4" FLEX

CONDUIT

CUT HOLE IN GRATING

FOR CONDUIT3

4" THREADED

PVC SCH 80 COUPLING

4" ELECTRICAL LB

CONDUIT BODY

4" SCH 80 PVC

CONDUIT

1 58" FRP UNISTRUT

ONE (1) LEVEL SWITCH 6"

CONTROL

PANEL

TRANSITION COUPLING

FROM FLEX CONDUIT TO

PVC CONDUIT 1 58" FRP UNISTRUT CLAMP

CONTAINMENT WALL AND FLOOR TO BE

COATED PER SPECIFICATION 09 96 00

SUMP

SECTION A

NTS

1 58" FRP UNISTRUT

AND CLAMP

4" SCH 80 PVC

CONDUIT

A E-

C E-

E-001

E-002

15 21

LEAK DETECTION - ANTISCALANT

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

03/2026 DBT

--- RF

N/A

N/A

Mead and Hunt, Inc.

EXISTING CONTROL

PANEL

ONE (1) LEVEL SWITCH

4" FLEX

CONDUIT

4" SCH 80

PVC CONDUIT

ANTISCALANT CHEMICAL SYSTEM

3/4 = 1'-0"

BAR SCALE

0 6" 1' 2' SECTION B

NTS

BEACON

SEE NOTE 4

TRANSITION COUPLING FROM

FLEX CONDUIT TO PVC

CONDUIT

SUMP

A E-

4" THREADED

PVC SCH 80 COUPLING

CONTAINMENT WALL AND FLOOR TO BE

COATED PER SPECIFICATION 09 96 00

1 58" SS316 UNISTRUT

AND CLAMP

4" SCH 80 PVC

CONDUIT

CUT HOLE IN GRATING

FOR CONDUIT

4" ELECTRICAL LB

CONDUIT BODY

B E-002

SECTION A

NTS

UNISTRUT STAND

SUPPORT WITH

PROTECTIVE CAP

E-003

16 21

LEAK DETECTION - SODIUM BISULFITE

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

EXISTING

CONTROL

PANEL

4" FLEX

CONDUIT

ONE (1)

LEVEL

SWITCH

4" SCH 80

PVC CONDUIT

SODIUM BISULFITE CHEMICAL SYSTEM

3/4 = 1'-0"

BAR SCALE

0 6" 1' 2'

SECTION B

NTS

NEW

GRATTING

BEACON

SEE NOTE 4

TRANSITION COUPLING FROM

FLEX CONDUIT TO PVC

CONDUIT

NEW 1 14" FRP

GRATING

L3X3X1 4"

FRP ANGLE

8"X6" ANCHOR BOLT

FIELD VERIFY ANGLE

LOCATION HEIGHT WITH NEW

FRP GRATING

FRP SUPPORT DETAIL 1

N.T.S.

FRP SUPPORT

(SEE FRP SUPPORT DETAIL 1

THIS SHEET)

FRP SINGLE UNISTRUT

BASE

1 58" FRP UNISTRUT

FRP UNISTRUT

ANGLE CLIP (4) 3

8" HEX HEAD BOLT AND UNISTRUT

CHANNEL NUT

2'-0"

FRP SUPPORT DETAIL 2

N.T.S.

1 8"

(F

IL

ED

V

ER

IF

Y)

FRP SUPPORT

(SEE FRP SUPPORT DETAIL

2 THIS SHEET)

FRP SUPPORT (SEE FRP

SUPPORT DETAIL 2 THIS

SHEET)

4" ELECTRICAL LB

CONDUIT BODY

SUMP

CONDUIT BENDS TO AVOID

SUPPORTS

4" THREADED PVC

SCH 80 COUPLING

CONTAINMENT WALL AND FLOOR TO BE

COATED PER SPECIFICATION 09 96 00

1 58" FRP UNISTRUT

AND CLAMP

4" SCH 80 PVC

CONDUIT

CUT HOLE IN GRATING

FOR CONDUIT

SECTION A

NTS

SECTION C

NTS

A E-

B

E-003

C E-

E-004

17 21

LEAK DETECTION - SODIUM HYDROXIDE

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

ONE (1)

LEVEL

SWITCH

4" ELECTRICAL LB

CONDUIT BODY

EXISTING

CONTROL

PANEL

4" FLEX

CONDUIT

4" SCH 80

PVC CONDUIT

TRANSITION COUPLING

FROM FLEX CONDUIT

TO PVC CONDUIT

BEACON

SEE NOTE 4

SUMP

A E-

B E-004

1 58" SS316 UNISTRUT

AND CLAMP

CUT HOLE IN GRATING FOR

CONDUIT

1 58" SS316 UNISTRUT

AND CLAMP

SECTION B

NTS

SECTION A

NTS

SODIUM HYDROXIDE CHEMICAL SYSTEM

3/4 = 1'-0"

BAR SCALE

0 6" 1' 2'

E-005

18 21

LEAK DETECTION - LIQUID AMMONIUM SULFATE

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC UTILITIES

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

OF

RO1 CHEMICAL STORAGE AND FEED

SYSTEM IMPROVEMENTS

23-0051-UT

NA NA

04/2026 DBT

RRF SM

N/A

N/A

Mead and Hunt, Inc.

4" SCH80 PVC CONDUIT

4" ELECTRICAL LB

ALARM

BEACON

LIGHT

LEVEL SWITCH

6" FROM BOTTOM OF

SUMP

CONTROL

PANEL

4" FLEX CONDUIT

FROM LB ELBOW TO

BOTTOM OF CONTROL

PANEL

1 58" SS316 UNISTRUT

EVERY 30" MAX FOR

CONDUIT SUPPORT

4" ELECTRICAL LB

CONDUIT BODY

1 58" SS316 UNISTRUT

EVERY 30" MAX FOR CONDUIT

SUPPORT

4" SCH80 PVC CONDUIT

4" FLEX CONDUIT

FROM LB ELBOW TO

BOTTOM OF CONTROL

PANEL

FENCE GATE

OPENING

SAFETY

SHOWER

PUMP SKID

DAY TANK

TWO (2) STORAGE TANKS

TWO (2)

TRANSFER

PUMPS

A E-005

ONE (1)

LEVEL

SWITCH

1 58" SS316

UNISTRUT

AND CLAMP

CUT HOLE IN GRATING FOR

CONDUIT

4" ELECTRICAL LB

CONDUIT BODY

SECTION B

NTS

SECTION A

NTS

LIQUID AMMONIUM SULFATE

STORAGE AND FEED AREA

SS316 STRUT

SUPPORT

4" ELEC. LB

BEACON LIGHT

E-005

SPARE DIGITAL INPUT:

1) 120V INPUT FOR FLUORIDE, ANTISCALANT, SODIUM

BISULFITE, SODIUM HYDROXIDE.

2) 24V DG INPUT FOR NEW LAS (OLD NH3)

LEVEL SWITCH CONNECTION DETAIL

E-006

19 22

LEAK DETECTION - LEVEL SWITCH DETAIL

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN…