4._23-0013-UT_(418683)_-_Clearwater_NEWRF_Digester_Repairs_Bid_Set_Drawings_2026-05-29.pdf

City Project No. 23-0013-UT City Plan Set No. 2023006

BV PN: 418683

G-000 COVER SHEET

G-002 GENERAL NOTES

GENERAL NOTESS-001

C-101 SITE PLAN

Project Location

N

S

EW

M-001

M-101

M-102

MECHANICAL LEGENDS AND GENERAL NOTES

DIGESTERS PLAN

DIGESTER COVER

G-001 ANNOTATION & SYMBOLS LEGEND

BID SET

GENERAL

CIVIL

STRUCTURAL

MECHANICAL

MAY 2026

STRUCTURAL DETAILSS-501

M-301 DIGESTERS SECTION AND DETAILS

M-501 DIGESTER COVER DETAILS

M-502 DIGESTER COVER DETAILS

CITY OFFICIALS

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

Tara L. Kivett, P.E.

City EnJineer

Approved For Construction

Date Approved

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

NORTHEAST WATER

RECLAMATION FACILITY (NEWRF)

DIGESTER REPAIRS

SHEET # SHEET DESCRIPTION

SHEET INDEX

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

OFGENERAL NOTES

G-002

23-0013-UT

418683

MAY 2026 SBD

MSN AW 3 12

This item has been digitally signed and sealed by Michael Stephen Nellis on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

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 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(2011).

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

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: Mrs. Annabella Hullen 100 South Myrtle Avenue, Room 220 Clearwater, Florida 33756-4748 Phone: (727) 444-8785

City of Clearwater Engineering Department - Survey Division Attention: Mr. Kyle Vaughen 100 South Myrtle Avenue, Room 220 Clearwater, Florida 33756-4748 Phone: (727) 444-8232

City of Clearwater Engineering Department - Public Utilities Attention: Mr. Michael Flanigan 1650 North Arcturas Avenue Clearwater, Florida 33755 Phone: (727) 444-8784

City of Clearwater Engineering Department - Construction Management Attention: Mr. Steve Wasilefsky 100 South Myrtle Avenue, Room 220 Clearwater, Florida 33756 Phone: (727) 444-7231

BID SET

mailto:Theodore.bingham@mybrighthouse.com

ENLARGED SITE PLAN

1" = 50'-0"

SITE PLAN

1" = 100'-0"

GENERAL NOTES:

1. CONTRACTOR SHALL CONFIRM IN WRITING WITH THE OWNER AND

ENGINEER ALL AREAS TO BE REPAIRED, RESURFACED, AND RESTORED

PRIOR TO PERFORMING THE WORK. PROPER DOCUMENTATION SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE A

REQUIREMENT FOR PAYMENT OF THE WORK PERFORMED.

2. EXISTING ELEVATIONS AND DIMENSIONS ARE BASED ON RECORD

DRAWINGS FOR THE NORTHEAST WATER RECLAMATION FACILITY (BRILEY,

WILD & ASSOCIATES, 1975 AND 1988). CONTRACTOR TO FIELD VERIFY.

3. EXISTING ITEMS IN THIS DRAWING SET ARE SHOWN AS SCREENED AND

NEW ITEMS ARE SHOWN AS BOLD.

EXISTING

PRIMARY

DIGESTER

SECONDARY

DIGESTER

CONTRACTOR

STAGING AREA

SEE ENLARGED SITE PLAN

ON C-101 AND M-101 FOR

MECHANICAL PLAN VIEW

25'50' 0 50' 100'

1"=50' 50'100' 0 100' 200'

1"=100'

CONTRACTOR SHALL PERFORM REPAIRS

WITHIN THE EXISTING DIGESTER

BUILDING. SEE MECHANICAL

DRAWINGS AND SPECIFICATIONS

FOR SCOPE OF WORK

CONTRACTOR SHALL PERFORM

REPAIRS WITHIN THE PRIMARY

DIGESTER. SEE MECHANICAL DRAWINGS

AND SPECIFICATIONS FOR SCOPE OF

WORK

DISCHARGE FROM PRIMARY DIGESTER

DRAINAGE OPERATIONS TO BE

DISCHARGED AT LIFT STATION #2.

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

OFSITE PLAN

C-101

418683

MAY 2026 SBD

MSN AW 4 12

This item has been digitally signed and sealed by Michael Stephen Nellis on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

23-0013-UT

EQUIPMENT LEGEND

PROCESS MECHANICAL LEGENDS AND NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

GENERAL PROCESS MECHANCAL NOTES

D

S

XXX

PIPE, EQUIPMENT & VALVE TAG LEGEND

LEGENDS SHOWN IN THIS DRAWING ARE BASED ON A

TEMPLATE THAT IS NOT PROJECT SPECIFIC. SOME

LEGEND SYMBOLS ARE NOT USED ON THIS PROJECT, BUT

ARE SHOWN TO PROVIDE A DICTIONARY FOR SYMBOLS

THAT MAY ALSO BE USED DURING THE PROJECT

CONSTRUCTION PHASE.

FOR PROCESS MECHANICAL ABBREVIATIONS, REFER TO

GENERAL ABBREVIATIONS.

REFER TO THE P&ID LEGEND AND ABBREVIATIONS FOR

SINGLE-LINE VALVE, GATE, ACTUATOR, FITTING,

EQUIPMENT, AND OTHER SYMBOLS.

FITTING TYPES IN THE LEGEND ON THIS SHEET SHOW

FLANGED END CONNECTIONS. FITTINGS FOR OTHER END

CONNECTION TYPES ARE SIMILAR.

LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED

ELEVATION POINTS.

SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL MATCH

CONNECTING PIPING, UNLESS OTHERWISE INDICATED.

TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE

SAME AS CONNECTING PIPING.

ALL REQUIRED HANGERS, SUPPORTS, BRACES, INSERTS,

AND ACCESSORIES ARE NOT SHOWN ON THE DRAWINGS.

PIPE SUPPORTS FOR 12-INCH DIAMETER AND SMALLER

PIPES SHALL BE DESIGNED AND FURNISHED BY THE

CONTRACTOR AS SPECIFIED.

ALL PRESSURIZED OR SURCHARGED PIPELINES, PIPE

FITTINGS, COUPLINGS, JOINTS, EXPANSION JOINTS, TANK

CONNECTIONS, AND CHANNEL CONNECTIONS SHALL BE

PROVIDED WITH THRUST RESTRAINT BASED ON

SPECIFIED PRESSURES AND TEMPERATURES.

NUMBER AND LOCATION OF UNIONS AND COUPLINGS

SHOWN ON DRAWINGS IS ONLY APPROXIMATE.

CONTRACTOR SHALL PROVIDE ALL UNIONS AND

COUPLINGS REQUIRED BY THE SPECIFICATIONS AND AS

NECESSARY TO FACILITATE CONVENIENT REMOVAL OF

VALVES AND MECHANICAL EQUIPMENT.

WHERE A GROOVED END JOINT IS SHOWN,IT SHALL BE

THE RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED.

WHERE A FLANGED COUPLING ADAPTER IS SHOWN, A

STANDARD FLANGE SHALL BE JOINED TO THE COUPLING

ADAPTER.

CONTRACTOR SHALL ORIENT VALVES AS SPECIFIED.

VALVE TYPES IN THE LEGEND ON THIS SHEET REPRESENT THE

TYPICAL APPEARANCE FOR EACH TYPE OF VALVE. THE ACTUAL

VALVES USED FOR THIS PROJECT MAY VARY IN APPEARANCE.

MECHANICAL EQUIPMENT/VALVE TAG, SEE P&ID

LEGEND & ABBREVIATIONS

PIPE SIZE

PIPE SERVICE PROCESS CODE, SEE P&ID

LEGEND & ABBREVIATIONS

PIPE TAG

12" XX

PIPE & FITTINGS SYMBOL DOUBLE-LINE LEGEND

EXISTING PIPE

NEW PIPE

EXISTING PIPING TO

BE REMOVED

WELDED JOINT

GROOVED END JOINT

FLANGED JOINT

MECHANICAL JOINT

W/INTEGRAL RESTRAINT

GROOVED END

ADAPTER FLANGE

RESTRAINED FLANGED

COUPLING ADAPTER

HARNESSED MECHANICAL

COUPLING

DISMANTLING JOINT

METAL BELLOWS EXPANSION

JOINT W/CONTROL RODS

ELASTOMERIC BELLOWS

EXPANSION JOINT

W/CONTROL RODS

BEND UP

BEND DOWN

TEE UP

TEE DOWN

PIPE SECTION

LATERAL UP

LATERAL DOWN

CONCENTRIC REDUCER

ECCENTRIC REDUCER

REDUCING BUSHING

UNION

BLIND FLANGE

BEND, 90°

BEND, 45°

CROSS

TEE

WYE (45° LATERAL)

BEND

BEND DOWN

BEND UP

BLIND FLANGE

CAP OR PLUG

CROSS

REDUCER

TEE

TEE DOWN

TEE UP

UNION

WYE

WYE STRAINER

DRAIN OR BELL-UP

BELLOWS EXPANSION JOINT

W/CONTROL RODS

RUPTURE DISK

EXISTING PIPING TO BE

MODIFIED/RE-USED

DISMANTLING

JOINT

MAGNETIC

FLOWMETER

VALVE SYMBOL DOUBLE-LINE SCHEMATIC LEGEND

BUTTERFLY VALVE,

MECHANICAL JOINT

PLUG VALVE, ECCENTRIC

PLUG VALVE, NON-ECCENTRIC

BUTTERFLY VALVE

GATE VALVE OR SHUTOFF VALVE

BALL VALVE

GLOBE VALVE

CHECK VALVE

4 WAY VALVE

ANGLE VALVE

CHLORINE INSTITUTE VALVE

DIAPHRAGM VALVE

BACKWATER VALVE

PRESSURE REDUCING VALVE

PRESSURE REGULATING VALVE (SUSTAINING)

PRESSURE RELIEF/VACUUM BREAKER

THERMAL SHUTOFF VALVE

EXPLOSION RELIEF VALVE

HOSE FAUCET OR WALL HYDRANT

HOSE FAUCET OR WALL HYDRANT

W/VACUUM BREAKER

BACKFLOW PREVENTER

BYPASS RELIEF VALVE

PUMP CONTROL VALVE

VALVE SYMBOL SINGLE-LINE SCHEMATIC LEGEND

(FLANGE CONNECTIONS ARE SHOWN

EXCEPT WHERE SPECIFIED OTHERWISE)

PIPE & FITTINGS SYMBOL SINGLE-LINE LEGEND

TEE, MECHANICAL JOINT

BEND, 90°

MECHANICAL

JOINT

GATE VALVE

DUO DISC CHECK VALVE

EQUIPMENT LEGEND

PROCESS MECHANICAL LEGENDS AND NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

GENERAL PROCESS MECHANCAL NOTES

D

S

XXX

PIPE, EQUIPMENT & VALVE TAG LEGEND

LEGENDS SHOWN IN THIS DRAWING ARE BASED ON A

TEMPLATE THAT IS NOT PROJECT SPECIFIC. SOME

LEGEND SYMBOLS ARE NOT USED ON THIS PROJECT, BUT

ARE SHOWN TO PROVIDE A DICTIONARY FOR SYMBOLS

THAT MAY ALSO BE USED DURING THE PROJECT

CONSTRUCTION PHASE.

FOR PROCESS MECHANICAL ABBREVIATIONS, REFER TO

GENERAL ABBREVIATIONS.

REFER TO THE P&ID LEGEND AND ABBREVIATIONS FOR

SINGLE-LINE VALVE, GATE, ACTUATOR, FITTING,

EQUIPMENT, AND OTHER SYMBOLS.

FITTING TYPES IN THE LEGEND ON THIS SHEET SHOW

FLANGED END CONNECTIONS. FITTINGS FOR OTHER END

CONNECTION TYPES ARE SIMILAR.

LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED

ELEVATION POINTS.

SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL MATCH

CONNECTING PIPING, UNLESS OTHERWISE INDICATED.

TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE

SAME AS CONNECTING PIPING.

ALL REQUIRED HANGERS, SUPPORTS, BRACES, INSERTS,

AND ACCESSORIES ARE NOT SHOWN ON THE DRAWINGS.

PIPE SUPPORTS FOR 12-INCH DIAMETER AND SMALLER

PIPES SHALL BE DESIGNED AND FURNISHED BY THE

CONTRACTOR AS SPECIFIED.

ALL PRESSURIZED OR SURCHARGED PIPELINES, PIPE

FITTINGS, COUPLINGS, JOINTS, EXPANSION JOINTS, TANK

CONNECTIONS, AND CHANNEL CONNECTIONS SHALL BE

PROVIDED WITH THRUST RESTRAINT BASED ON

SPECIFIED PRESSURES AND TEMPERATURES.

NUMBER AND LOCATION OF UNIONS AND COUPLINGS

SHOWN ON DRAWINGS IS ONLY APPROXIMATE.

CONTRACTOR SHALL PROVIDE ALL UNIONS AND

COUPLINGS REQUIRED BY THE SPECIFICATIONS AND AS

NECESSARY TO FACILITATE CONVENIENT REMOVAL OF

VALVES AND MECHANICAL EQUIPMENT.

WHERE A GROOVED END JOINT IS SHOWN,IT SHALL BE

THE RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED.

WHERE A FLANGED COUPLING ADAPTER IS SHOWN, A

STANDARD FLANGE SHALL BE JOINED TO THE COUPLING

ADAPTER.

CONTRACTOR SHALL ORIENT VALVES AS SPECIFIED.

VALVE TYPES IN THE LEGEND ON THIS SHEET REPRESENT THE

TYPICAL APPEARANCE FOR EACH TYPE OF VALVE. THE ACTUAL

VALVES USED FOR THIS PROJECT MAY VARY IN APPEARANCE.

MECHANICAL EQUIPMENT/VALVE TAG, SEE P&ID

LEGEND & ABBREVIATIONS

PIPE SIZE

PIPE SERVICE PROCESS CODE, SEE P&ID

LEGEND & ABBREVIATIONS

PIPE TAG

12" XX

PIPE & FITTINGS SYMBOL DOUBLE-LINE LEGEND

EXISTING PIPE

NEW PIPE

EXISTING PIPING TO

BE REMOVED

WELDED JOINT

GROOVED END JOINT

FLANGED JOINT

MECHANICAL JOINT

W/INTEGRAL RESTRAINT

GROOVED END

ADAPTER FLANGE

RESTRAINED FLANGED

COUPLING ADAPTER

HARNESSED MECHANICAL

COUPLING

DISMANTLING JOINT

METAL BELLOWS EXPANSION

JOINT W/CONTROL RODS

ELASTOMERIC BELLOWS

EXPANSION JOINT

W/CONTROL RODS

BEND UP

BEND DOWN

TEE UP

TEE DOWN

PIPE SECTION

LATERAL UP

LATERAL DOWN

CONCENTRIC REDUCER

ECCENTRIC REDUCER

REDUCING BUSHING

UNION

BLIND FLANGE

BEND, 90°

BEND, 45°

CROSS

TEE

WYE (45° LATERAL)

BEND

BEND DOWN

BEND UP

BLIND FLANGE

CAP OR PLUG

CROSS

REDUCER

TEE

TEE DOWN

TEE UP

UNION

WYE

WYE STRAINER

DRAIN OR BELL-UP

BELLOWS EXPANSION JOINT

W/CONTROL RODS

RUPTURE DISK

EXISTING PIPING TO BE

MODIFIED/RE-USED

DISMANTLING

JOINT

MAGNETIC

FLOWMETER

VALVE SYMBOL DOUBLE-LINE SCHEMATIC LEGEND

BUTTERFLY VALVE,

MECHANICAL JOINT

PLUG VALVE, ECCENTRIC

PLUG VALVE, NON-ECCENTRIC

BUTTERFLY VALVE

GATE VALVE OR SHUTOFF VALVE

BALL VALVE

GLOBE VALVE

CHECK VALVE

4 WAY VALVE

ANGLE VALVE

CHLORINE INSTITUTE VALVE

DIAPHRAGM VALVE

BACKWATER VALVE

PRESSURE REDUCING VALVE

PRESSURE REGULATING VALVE (SUSTAINING)

PRESSURE RELIEF/VACUUM BREAKER

THERMAL SHUTOFF VALVE

EXPLOSION RELIEF VALVE

HOSE FAUCET OR WALL HYDRANT

HOSE FAUCET OR WALL HYDRANT

W/VACUUM BREAKER

BACKFLOW PREVENTER

BYPASS RELIEF VALVE

PUMP CONTROL VALVE

VALVE SYMBOL SINGLE-LINE SCHEMATIC LEGEND

(FLANGE CONNECTIONS ARE SHOWN

EXCEPT WHERE SPECIFIED OTHERWISE)

PIPE & FITTINGS SYMBOL SINGLE-LINE LEGEND

TEE, MECHANICAL JOINT

BEND, 90°

MECHANICAL

JOINT

GATE VALVE

DUO DISC CHECK VALVE

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

OFMECHANICAL - LEGENDS AND GENERAL NOTES

M-001

418683

MAY 2026 PRY

MSN AW 5 12

This item has been digitally signed and sealed by Michael Stephen Nellis on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

ENLARGED SITE PLAN

3/16" =1'-0"

2'4'6' 10'5'0

3/16"=1'-0"

REPLACE 6" PLUG VALVE

REPLACE 6" PLUG VALVE

REPLACE 6" PLUG VALVE

REPLACE 8" PLUG VALVE

DOUBLE NOZZLE

(TYP OF 8), SEE NOTE 4SEE NOTE 3

INSPECT PIPING AFTER TANK

HAS BEEN DRAINED AND CLEANED.

REPLACE IF DAMAGED OR

HAS SEVERE CORROSION. EXISTING

PIPING NOT REPLACED SHALL BE

CLEANED, SURFACE-PREPARED, AND

RECOATED.

DEMO AND REPLACE ALL EXISTING

CORBELS OFFSET FROM ORIGINAL

LOCATIONS (TYPICAL OF 18)

REPLACE 8" PLUG VALVE

REPLACE 6" PLUG VALVE

REPLACE 8" PLUG VALVE

NOTES:

1. ALL EXISTING PIPE AND VALVES SHOWN TO BE REPLACED ARE FLANGED.

2. ALL EXISTING PIPING SHOWN TO BE INSPECTED AND POTENTIALLY

REPLACED INCLUDES DIP AND SS DIGESTER GAS PIPING.

3. INSPECT ALL PIPING INSIDE DIGESTER AFTER TANK HAS BEEN DRAINED AND CLEANED.

CONTRACTOR TO COORDINATE WITH OWNER AND ENGINEER TO IDENTIFY

PIPING THAT NEEDS TO BE REPLACED.

4. INSPECT MIXING NOZZLES AFTER TANK HAS BEEN DRAINED AND CLEANED.

CONTRACTOR TO COORDINATE WITH OWNER AND ENGINEER TO IDENTIFY

NOZZLES THAT NEED TO BE REPLACED.

5. NOT ALL REQUIRED WORK INSIDE THE EXISTING PRIMARY DIGESTER AND DIGESTER BUILDING

ARE SHOWN ON THIS DRAWING. CONTRACTOR SHALL PERFORM ALL WORK AS SPECIFIED OR

NOTED IN THE BID FORM.

6. DIGESTER DRAINING DISCHARGE TO BE DIRECTED TO LIFT STATION #2. LIFT STATION #2 LOCATION

IS SHOWN IN SHEET C-101. APPROXIMATELY 200' OF TEMPORARY PIPE WILL BE NEEDED FOR

DRAINAGE. DRAINAGE OPERATION OF THE PRIMARY DIGESTER IS TO BE COORDINATED WITH THE CITY. CONTRACTOR AND CITY TO DETERMINE THE SAFEST METHOD OF PLACING THE PUMP IN THE

TANK FOR DRAINAGE.

7. ALL EXISTING PIPING NOT REPLACED SHALL BE CLEANED, SURFACE-PREPARED, AND RECOATED.

DIGESTER BUILDING WALL

M-301

EXISTING DIGESTER BUILDING WALL

SINGLE MIXING NOZZLE (TYP OF 2)

SEE NOTE 4.

CONTRACTOR SHALL DRAIN , REMOVE

ALL SLUDGE FROM, AND CLEAN PRIMARY

DIGESTER AND PERFORM INSPECTIONS,

REHABILITATION / REPLACEMENT

WORK AND RECOATING, AS SPECIFIED

EXISTING 65' Ø

SECONDARY DIGESTER

EXISTING

DIGESTER

BUILDING

EXISTING 90' Ø

PRIMARY DIGESTER

CONTRACTOR SHALL INSPECT

CONCRETE FOR DAMAGE ONCE

DIGESTER IS DRAINED AND CLEANED.

REPAIR AND RECOATING WORK TO BE

AS SPECIFIED. ADDITIONAL REPAIR

DETAILS IF NEEDED SHALL BE

PROVIDED AT THAT TIME.

A M-301

NOZZLE DETAIL

PUMP TO BE INSERTED

THROUGH THE ENTRANCE

HATCH TO DRAIN DIGESTER

(SEE NOTE 6).

EXISTING PIPING NOT REPLACED SHALL BE CLEANED, SURFACE-PREPARED, AND RECOATED.

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

OFDIGESTER PLAN

M-101

418683

MAY 2026 SBD

MSN AW 6 12

This item has been digitally signed and sealed by Michael Stephen Nellis on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

DIGESTER COVER

3/32" =1'-0"

4'8'12' 0 10' 20'

3/32"=1'-0"

1 1 M-102 M-102

M-102

SECTION

3/32"=1'-0"

NOTE: THIS DETAIL PROVIDES AS-BUILT INFORMATION OF THE EXISTING PRIMARY DIGESTER COVER INSTALLATION. SHOULD THE BID ALTERNATE TO REPLACE THE EXISTING DIGESTER COVER BE SELECTED, THE REQUIREMENTS FOR INSTALLATION OF THE NEW DIGESTER COVER SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THIS DETAIL IS PROVIDED FOR THE CONTRACTOR'S GENERAL REFERENCE ONLY TO PROVIDE UNDERSTANDING OF THE EXISTING CONDITIONS AND DIGESTER COVER INSTALLATION. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, INCLUDING ALL DIMENSIONS AND ELEVATIONS, PRIOR TO ORDERING MATERIALS AND EQUIPMENT.

A EXISTING DIGESTER COVER INSTALLATION 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

OFDIGESTER COVER

M-102

418683

MAY 2026 SBD

MSN AW 7 12

This item has been digitally signed and sealed by Michael Stephen Nellis on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

BID SET

BID ALTERNATE

2'4'6' 10'5'0

3/16"=1'-0"

INSPECT MIXING NOZZLES AFTER

TANK HAS BEEN DRAINED AND

CLEANED. REPLACE IF NEEDED.

(TYPICAL)

REPLACE 8" PLUG VALVE

INSTALL NEW CORBELS OFFSET

FROM ORIGINAL LOCATIONS

(TYPICAL OF 18)

INSPECT CONCRETE PIPE SUPPORTS FOR DAMAGE

FROM COVER RESTING ON PIPING.

REPLACE AS NEEDED. (TYPICAL)

SAFELY DISLODGE AND LIFT DIGESTER COVER

FROM TANK AND PLACE AT GROUND LEVEL.

SUPPORT WITH BLOCKING TO ALLOW ACCESS TO

BOTTOM OF INTERNAL ROOF. REMOVE CONCRETE

BALLASTS BEFORE LIFTING COVER.

INSPECT 4" DIGESTER GAS (SS) PIPE

AND 6" SLUDGE FEED (DI) FOR

DAMAGE FROM COVER RESTING

ON PIPING. REPLACE AS NEEDED.

.2

0"

.0

4"

.0

0"

.0

4"

8" ANSI 150#

FLANGE

8" DIP

LEVELING

GROUT PAD

SLOPED TANK

FLOOR

9.25"

GLASS-LINED

DUCTILE

IRON

NOZZLES

FULLY ADJUSTABLE

NOZZLES USING D.I.

VAUGHAN FITTINGS

23.00'

8" INLET FLANGE

.7

0"

22.00"

16.00"3.00"

0.75" HOLES (4)

360° FULLY

ADJUSTABLE

NOZZLES.

.0

0"

.0

0"

2.

NOTES:

1. GLASS LINED MIXING NOZZLES SHALL BE REPLACED.

2. INSPECT MIXING ASSEMBLY PIPING AND NOTIFY

ENGINEER / CITY OF ANY DAMAGE.

ROTAMIX NOZZLE DETAILA

M-101 , M-301 NO SCALE

A M-301

NOZZLE DETAIL

24"

M-101

SECTION

3/16"=1'-0"

CONTRACTOR SHALL DRAIN, REMOVE ALL SLUDGE FROM,

AND CLEAN PRIMARY DIGESTER. PERFORM INSPECTION

WITH ENGINEER /CITY AND REPAIR DAMAGE AS SPECIFIED.

CONTRACTOR SHALL PERFORM DIGESTER

COVER INSPECTION, REPAIRS AND RECOATING

AS SPECIFIED AND REINSTALL DIGESTER COVER

FOLLOWING IMPROVEMENTS. SEE SPECIFICATIONS, INCLUDING

01015 AND 01025 FOR MORE DETAIL.

EXISTING

DIGESTER BUILDING

EXISTING

PRIMARY DIGESTER

CONCRETE BALLASTS TO BE

INSPECTED AND REPLACED IF

DAMAGED. (TYPICAL OF 16)

NOTES:

1. NOT ALL REQUIRED WORK INSIDE THE EXISTING PRIMARY DIGESTER AND DIGESTER

BUILDING ARE SHOWN ON THIS DRAWING. CONTRACTOR SHALL PERFORM ALL WORK AS

SPECIFIED OR NOTED IN THE BID FORM.

2. ALL EXISTING PIPING NOT REPLACED SHALL BE CLEANED, SURFACE-PREPARED, AND

RECOATED.

INSPECT PIPING AFTER TANK

HAS BEEN DRAINED AND CLEANED.

REPLACE IF DAMAGED OR

HAS SEVERE CORROSION. EXISTING

PIPING NOT REPLACED SHALL BE

CLEANED, SURFACE-PREPARED, AND

RECOATED.

B M-301

CONCRETE BALLAST BLOCKSB

M-301 NO SCALE

NOTES:

1. REPLACEMENT CONCRETE BALLAST BLOCKS SHALL MATCH EXISTING.

THIS DETAIL SHOWS AS-BUILT DETAILS OF THE EXISTING BALLAST

INSTALLATION AND IS PROVIDED FOR CONTRACTOR'S REFERENCE TO

PROVIDE AN UNDERSTANDING OF THE EXISTING INSTALLATION.

CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, INCLUDING

DIMENSIONS, PRIOR TO MATERIALS.

EXISTING CONCRETE BALLAST BLOCK DETAILEXISTING CONCRETE BALLAST BLOCKS

AND SUPPORT DETAIL

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

OFDEGESTER SECTION AND DETAILS

M-301

418683

MAY 2026 SBD

MSN AW 8 12

This item has been digitally signed and sealed by Michael Stephen Nellis on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

NOTE: THIS DETAIL PROVIDES AS-BUILT INFORMATION OF THE EXISTING PRIMARY DIGESTER COVER INSTALLATION. SHOULD THE BID ALTERNATE TO REPLACE THE EXISTING DIGESTER COVER BE SELECTED, THE REQUIREMENTS FOR INSTALLATION OF THE NEW DIGESTER COVER SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THIS DETAIL IS PROVIDED FOR THE CONTRACTOR'S GENERAL REFERENCE ONLY TO PROVIDE UNDERSTANDING OF THE EXISTING CONDITIONS AND DIGESTER COVER INSTALLATION. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, INCLUDING ALL DIMENSIONS AND

ELEVATIONS, PRIOR TO ORDERING MATERIALS AND EQUIPMENT.

A EXISTING DIGESTER COVER INSTALLATION DETAILS

NO SCALE

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

OFDIGESTER COVER DETAILS

M-501

418683

MAY 2026 SBD

MSN AW 9 12

This item has been digitally signed and sealed by Michael Stephen Nellis on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

BID SETBID ALTERNATE

NOTE: THIS DETAIL PROVIDES AS-BUILT INFORMATION OF THE EXISTING PRIMARY DIGESTER COVER INSTALLATION. SHOULD THE BID ALTERNATE TO REPLACE THE EXISTING DIGESTER COVER BE SELECTED, THE REQUIREMENTS FOR INSTALLATION OF THE NEW DIGESTER COVER SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THIS DETAIL IS PROVIDED FOR THE CONTRACTOR'S GENERAL REFERENCE ONLY TO PROVIDE UNDERSTANDING OF THE EXISTING CONDITIONS AND DIGESTER COVER INSTALLATION. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, INCLUDING ALL DIMENSIONS AND

ELEVATIONS, PRIOR TO ORDERING MATERIALS AND EQUIPMENT.

A EXISTING DIGESTER COVER INSTALLATION DETAILS

NO SCALE

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

OFDIGESTER COVER DETAILS

M-502

418683

MAY 2026 SBD

MSN AW 10 12

This item has been digitally signed and sealed by Michael Stephen Nellis on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

This item has been digitally signed and sealed by Michael Stephen Nellis on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

BID SETBID ALTERNATE

STRUCTURAL NOTES

GENERAL

1.

2.

3.

4.

THE APPLICABLE BUILDING CODE IS 2023 FLORIDA BUILDING CODE.

ALL STRUCTURAL RELATED SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER PRIOR TO CONSTRUCTION.

STRUCTURES MAY BE BUOYANT WHEN EMPTY DURING CONSTRUCTION. CONTRACTOR SHALL PROTECT

STRUCTURES AGAINST FLOTATION UNTIL CONSTRUCTION IS COMPLETE.

1.

CAST-IN-PLACE CONCRETE

1.

2.

3.

4.

ALL REINFORCING BAR SHALL BE GRADE 60, DEFORMED, ASTM A615, UNLESS NOTED OTHERWISE.

DIMENSIONS TO REINFORCING BARS ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE. BAR COVER IS THE

CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE.

NO WELDING OF REINFORCING BARS SHALL BE PERMITTED UNLESS APPROVAL IS OBTAINED FROM THE ENGINEER

PRIOR TO CONSTRUCTION.

FOR CONCRETE SLABS THAT HAVE A SLOPING TOP FACE, THE TOP LAYERS OF REINFORCEMENT SHALL BE PLACED

ON A SIMILAR SLOPE SO THAT SPECIFIED COVER IS MAINTAINED.

REINFORCING STEEL

1.

2.

3.

4.

5.

6.

POST-INSTALLED ANCHORS SHALL INCLUDE ADHESIVE ANCHORS (THREADED RODS, BOLTS OR REINFORCING BARS), EXPANSION ANCHORS, AND UNDERCUT ANCHORS INSTALLED INTO HARDENED CONCRETE OR MASONRY. SEE THE ANCHORAGE IN CONCRETE AND MASONRY SPECIFICATION SECTION FOR ADDITIONAL REQUIREMENTS.

POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE INDICATED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER PRIOR TO USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED

CAST-IN-PLACE ANCHORS.

POST-INSTALLED ANCHORS

1.

2.

3.

STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F593, ALLOY GROUP 1 OR 2, UNLESS NOTED OTHERWISE.

MINIMUM YIELD STRENGTH SHALL BE 45 KSI.

STAINLESS STEEL PLATES SHALL CONFORM TO ASTM A240, TYPE 316L.

STAINLESS STEEL STRUCTURAL SHAPES SHALL CONFORM TO ASTM A1069 OR ASTM A276, TYPE 316L.

STAINLESS STEEL

1.

2. ALL ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR DISSIMILAR METALS SHALL BE COATED OR COVERED WITH A HEAVY COAT OF BITUMINOUS PAINT TO PREVENT ALUMINUM-CONCRETE REACTION OR ELECTROLYTIC

ACTION.

ALUMINUM

1.

2.

3.

4.

5.

ROLLED WIDE FLANGE SHAPES SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI;

CHANNELS, PLATES, AND ANGLES A MINIMUM OF 36 KSI;

STRUCTURAL PIPES A MINIMUM OF 35 KSI;

ROUND STRUCTURAL TUBES A MINIMUM OF 46 KSI;

RECTANGULAR STRUCTURAL TUBES A MINIMUM OF 50 KSI.

WELDING SHALL BE DONE WITH A FILLER MATERIAL HAVING A MINIMUM TENSILE STRENGTH OF 70 KSI.

BOLTED CONNECTIONS SHALL USE 3/4" DIA ASTM F3125, GRADE A325 BOLTS OR GRADE F1852 TWIST-OFF BOLTS, WITH

THE THREADS EXCLUDED FROM THE SHEAR PLANE, UNLESS NOTED OTHERWISE.

CARBON STEEL OR GALVANIZED STEEL ANCHOR RODS AND ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36.

HOLES FOR ANCHOR RODS AND ANCHOR BOLTS IN COLUMN BASE PLATES USING ASTM F844 OR F436 FLAT CIRCULAR

WASHERS SHALL BE AS FOLLOWS:

BOLTS/RODS 3/4" TO 1" - 5/16" OVERSIZE

BOLTS/RODS 1" TO 2" - 1/2" OVERSIZE

BOLTS/RODS OVER 2" - 1" OVERSIZE

AT THE CONTRACTORS OPTION, OVERSIZE HOLES LARGER THAN THOSE LISTED ABOVE MAY BE

USED, PROVIDED THAT 3/8" PLATE WASHERS ARE USED WITH STANDARD HOLES AND FIELD WELDED WITH A

5/16" FILLET WELD TO THE BASE PLATE ALONG A MIN OF 3 SIDES.

6. STEEL LEGEND

STRUCTURAL STEEL

XXX

INDICATES TWO BOLT ATTACHMENT OF HORIZONTAL BRACING TO UNDERSIDE OF BEAM. SHIM

AS REQUIRED

INDICATES ANGLE OR PLATE TO BE WELDED ON THREE SIDES

INDICATES FOUR BOLT ATTACHMENT OF MONORAIL TO UNDERSIDE OF SUPPORT BEAM.

SPACER OR STANDOFF DETAIL AS REQUIRED

INDICATES NONSTANDARD FRAMING CONNECTION

INDICATES HORIZONTAL OR VERTICAL BRACING CONNECTION DETAIL

INDICATES MOMENT CONNECTION

VERTICAL BRACING IS SHOWN ON PLAN THUS:

EXTENDING UP FROM THE ELEVATION INDICATED

EXTENDING DOWN FROM THE ELEVATION INDICATED

EXTENDING UP AND DOWN FROM THE ELEVATION INDICATED

1.

2.

3.

4.

FOUNDATION CONSTRUCTION SHALL NOT BEGIN UNTIL ANY REQUIRED SPECIAL INSPECTION HAS BEEN COMPLETED

AND THE CONTRACTOR NOTIFIED TO PROCEED.

TO FACILITATE SCHEDULING, AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO THE ENGINEER PRIOR TO

THE REQUIRED INSPECTIONS.

UNLESS NOTED OTHERWISE, BACKFILL SHALL NOT BE PLACED AGAINST WALLS WHICH SUPPORT A CONCRETE SLAB OR WALKWAY UNTIL THE TOP SLAB OR WALKWAY HAS BEEN PLACED IN ITS ENTIRETY AND ALL CONCRETE HAS

REACHED THE SPECIFIED DESIGN STRENGTH.

OVER-EXCAVATION OF SOIL, OR OVER-BREAKING OF ROCK, THAT WOULD RESULT IN A STRUCTURAL CONCRETE THICKNESS GREATER THAN INDICATED ON THE DRAWINGS SHALL BE CLASSIFIED AS UNAUTHORIZED EXCAVATION.

CONTRACTOR SHALL SELECT ONE OF TWO METHODS TO ADDRESS UNAUTHORIZED EXCAVATION.

REPLACE UNAUTHORIZED EXCAVATION MATERIAL WITH LEAN CONCRETE THAT IS PLACED SEPARATELY FROM THE STRUCTURAL CONCRETE INDICATED ON THE DRAWINGS. CONTRACTOR WILL RECEIVE NO ADDITIONAL

PAYMENT FOR THE LEAN CONCRETE.

REPLACE UNAUTHORIZED EXCAVATION MATERIAL WITH STRUCTURAL CONCRETE THAT IS PLACED

MONOLITHICALLY WITH THE STRUCTURAL CONCRETE INDICATED ON THE DRAWINGS, CREATING AN ENLARGED SECTION. CONTRACTOR SHALL NOTIFY ENGINEER FOR DIRECTION PRIOR TO PERFORMING THIS WORK. THE INCREASED CONCRETE THICKNESS MAY REQUIRE ADDITIONAL REINFORCEMENT AND/OR OTHER DESIGN MODIFICATIONS. IF THE INCREASED CONCRETE THICKNESS EXCEEDS 36 INCHES, ENGINEER MAY REQUIRE CONTRACTOR TO IMPLEMENT MASS CONCRETE HEAT MITIGATION PROCEDURES. CONTRACTOR WILL RECEIVE NO ADDITIONAL PAYMENT FOR EXTRA STRUCTURAL CONCRETE, ADDITIONAL REINFORCEMENT, OTHER DESIGN

MODIFICATIONS, OR MASS CONCRETING PROCEDURES.

5. THE FOLLOWING NET ALLOWABLE BEARING PRESSURES WERE UTILIZED IN THE DESIGN OF THE FOUNDATIONS.

MAT FOUNDATIONS.................................................1500 PSF

COEFFICIENT AGAINST SLIDING (ULTIMATE).......0.25

EXCAVATION, BACKFILL, AND FOUNDATIONS

1.

2.

3.

4.

5.

6.

THE DRAWINGS DEPICT WORK AT EXISTING STRUCTURES. ALL DIMENSIONS AND ALL DEPICTIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING MATERIALS, STARTING FABRICATION, OR STARTING

CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE, REPAIRS OR STRUCTURAL MODIFICATIONS THAT ARE

REQUIRED DUE TO DEMOLITION BEYOND THE LIMITS IDENTIFIED IN THE DRAWINGS.

REINFORCEMENT FOR ANY EXISTING CONCRETE OR MASONRY ELEMENT SHALL NOT BE DAMAGED UNLESS THE ELEMENT IS TO BE DEMOLISHED. WHEN LOCATING EXISTING REINFORCEMENT IS REQUIRED, IT SHALL BE LOCATED USING NON-DESTRUCTIVE METHODS. REINFORCING STRANDS IN EXISTING PRESTRESSED CONCRETE SHALL NOT BE CUT UNLESS INDICATED ON THE DRAWINGS OR OTHERWISE AUTHORIZED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE, REPAIRS OR STRUCTURAL MODIFICATIONS THAT ARE REQUIRED DUE TO DAMAGE OF CONCRETE, MASONRY OR REINFORCEMENT THAT HAS BEEN IDENTIFIED ON THE DRAWINGS TO REQUIRE

FIELD VERIFICATION.

CORE DRILLING AND SAW CUTTING SHALL NOT BE PERFORMED UNLESS INDICATED ON THE DRAWINGS OR APPROVED

BY ENGINEER.

EXPOSED CONCRETE SURFACES THAT REMAIN AFTER DEMOLITION SHALL BE REPAIRED TO MATCH ADJACENT

CONCRETE SURFACES.

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, EXPOSED CONCRETE SURFACES WITH REINFORCEMENT, ANCHOR BOLTS, HANGER RODS, OR OTHER EXPOSED METAL EMBEDMENTS SHALL BE REPAIRED BY CUTTING OFF THE METAL AT THE FACE OF THE CONCRETE, GRINDING SMOOTH, AND COATING. COATING SHALL EXTEND A MINIMUM OF 1"

BEYOND THE EDGE OF ANY EXPOSED METAL.

EXISTING STRUCTURES

1.

2.

3.

4.

CODE REQUIRED SPECIAL INSPECTIONS AND TESTS WILL BE CONDUCTED BY APPROVED AGENCIES EMPLOYED BY THE OWNER IN

ACCORDANCE WITH THE APPLICABLE BUILDING CODE.

THE STATEMENT OF SPECIAL INSPECTIONS WILL BE PREPARED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE

CHARGE DURING CONSTRUCTION.

EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC FORCE RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND OR SEISMIC RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO

COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT.

SEE THE QUALITY CONTROL SECTION AND THE CODE REQUIRED SPECIAL INSPECTIONS AND PROCEDURES SECTION OF THE

SPECIFICATIONS FOR FURTHER CLARIFICATION OF RESPONSIBILITIES.

SPECIAL INSPECTIONS

STRUCTURAL OBSERVATIONS

1.

2.

3.

IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE, THE OWNER WILL RETAIN A LICENSED ENGINEER TO MAKE STRUCTURAL OBSERVATIONS TO OBSERVE REPRESENTATIVE LOCATIONS OF STRUCTURAL SYSTEMS, DETAILS AND LOAD PATHS FOR GENERAL CONFORMANCE TO THE DESIGN INTENT AS DEFINED IN THE APPROVED CONSTRUCTION DOCUMENTS.

STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE ANY SPECIAL INSPECTION AND TESTING REQUIREMENTS INDICATED IN

THE APPLICABLE BUILDING CODE.

SEE THE CODE REQUIRED STRUCTURAL OBSERVATIONS SECTION OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

5. STRUCTURES MAY BE UNSTABLE UNTIL THEY ARE CONSTRUCTED IN THIER ENTIRETY. CONTRACTOR IS RESPONSIBLE FOR DESIGNING TEMPORARY STRUCTURAL SUPPORTS TO RESIST WIND LOADS, CONSTRUCTION LOADS, AND ANY OTHER TEMPORARY CONDITIONS THAT MAY OCCUR DURING CONSTRUCTION, IN ORDER TO MAINTAIN STABILITY OF THE CONSTRUCTION WORK. ANCHORS FOR CONTRACTOR'S TEMPORARY SUPPORT SYSTEMS THAT ATTACH TO CONCRETE OR MASONRY SHALL BE LOCATED TO AVOID DAMAGING EMBEDDED

REINFORCEMENT OR UTILITIES.

THE REQUIREMENTS INDICATED ON THIS SHEET ARE INTENDED AS A BASIC SUMMARY OF THE MATERIAL AND CONSTRUCTION REQUIREMENTS FOR THE PROJECT. ADDITIONAL, MORE STRINGENT REQUIREMENTS ARE

GIVEN IN THE PROJECT DETAIL DRAWINGS AND SPECIFICATIONS.

THE LOCATION OF ALL CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS, OTHER THAN THOSE SPECIFIED OR SHOWN ON THE PLANS, SHALL BE ACCEPTABLE TO THE ENGINEER PRIOR TO PLACING CONCRETE.

SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED IN THE SPECIFICATION OR INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. PRODUCT ICC-ESR EVALUATION REPORTS SHALL BE INCLUDED WITH THE SUBMITTAL PACKAGE. IF REQUESTED, CALCULATIONS PREPARED BY A REGISTERED PROFESSIONAL ENGINEER USING METHODS AND PROCEDURES REQUIRED BY THE BUILDING CODE

MAY BE REQUIRED AS PART OF THE SUBMITTAL PACKAGE.

UNLESS NOTED OTHERWISE, THE MINIMUM EMBEDMENT PROVIDED FOR ADHESIVE ANCHORED REINFORCING BARS

SHALL DEVELOP THE FULL TENSILE STRENGTH OF THE BAR.

SPECIAL INSPECTION WILL BE PROVIDED FOR ALL POST-INSTALLED ANCHORS.

CARE SHALL BE TAKEN TO AVOID CONFLICTS WITH EXISTING REINFORCING STEEL AND OTHER EMBEDDED ITEMS WHEN DRILLING HOLES. REINFORCING BARS SHALL NOT BE DAMAGED DURING DRILLING OR ANCHOR INSTALLATION.

HOLES SHALL BE DRILLED AND CLEANED PER THE PRODUCT MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURER'S INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCES

AND/OR SPACING INDICATED IN THE MANUFACTURER'S LITERATURE.

UNLESS NOTED OTHERWISE, ALUMINUM ALLOY IN ALL ALUMINUM STRUCTURAL MATERIALS SHALL BE 6061-T6.

PIPE AND TUBING FOR GUARDRAIL AND HANDRAIL SHALL BE ALLOY 6061-T6 OR 6005A-T61.

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

OFGENERAL NOTES

S-001

418683

MAY 2026 SBD

MSN AW 11 12

This item has been digitally signed and sealed by Michael Stephen Nellis on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

This item has been digitally signed and sealed by Michael Stephen Nellis on the date adjacent to the seal.

Printed copies of this document are not considered…