Lift_Stations_13_&_51_Gas_Meter_Locations_7_20_2026.pdf

PDF 13 MB Posted Jul 30, 2026

Attached to: Rehabilitation of Lift Station 13, 51, and 58
Solicitation number: 26-0047-UT
Issued by: Pinellas County, Clewiston City, Florida

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Written by GovTribe AI · Aug 13, 2026

This technical drawing file documents the existing conditions and proposed demolition/installation plans for Lift Stations 13 and 51 in Clearwater, Florida, prepared by Wright-Pierce engineering firm for the City of Clearwater. Lift Station 13, located at 200 Marshall Street, requires demolition of the existing wet well and valve vault top slab, access hatches, upper walls, electrical equipment, chain link fence, road paving, guardrail, 8-inch VCP sewer, concrete slab, and 6-inch force main. The facility will be rebuilt with a new wet well and valve vault top slab with access hatches, magnetic flow meter vault, natural gas generator with platform and concrete foundation, handrail, 6-foot chain link fence with privacy screen and 10-foot wide double swing gate, permanent electrical work, instrumentation, gravity sewer relocation, natural gas piping coordination with Clearwater Gas, and surface restoration including new concrete curb and antenna base. Lift Station 51, located at 25960 US Highway 19 North, requires removal of the existing wet well treadplate and access hatch, electrical equipment, 6-inch force main, chain link fence, and relocation of water service line and backflow preventer. The replacement work includes wet well treadplate with safety grates, magnetic flow meter vault, natural gas generator on concrete pad, natural gas piping, electrical work, instrumentation, 6-foot chain link fence with privacy screen and 6-foot wide double swing gate, 10-foot cantilever gate, and site restoration.

Both lift stations require the contractor to provide temporary power and controls to maintain continuous wastewater operation during construction and coordinate station shutdown with the City's engineering representative. The contractor is responsible for bypassing or hauling wastewater during interruptions, performing all work within designated right-of-way and easement areas, and obtaining owner permission for temporary easement areas at contractor expense. Natural gas meter installation will be performed by Clearwater Gas, with the contractor responsible for installing supply lines between meter and generator in compliance with the Florida Building Code. The contractor must adhere to tree protection measures, including barricades and root pruning, with all pruning work performed by or under supervision of an International Society of Arboriculture certified arborist following ANSI A-300 standards. All stainless steel components within wet wells shall be 316 stainless steel, and any damage to existing epoxy liners must be repaired by the contractor. Emergency contact signage must be installed at each facility, and antenna foundations must comply with the latest Florida Building Code with signed and sealed wind load calculations submitted by a licensed Florida structural engineer.

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Other files

File	Type	Posted
Rehabilitation_of_Lift_Station_13,_51,_and_58.pdf	PDF	Aug 12, 2026
26-0047-UT_Geotechnical_and_Test_Hole_Reports.pdf	PDF	Jul 29, 2026
26-0047-UT_Rehab_of_LS_13_51_and_58_IFB_Drawings_6_23_2026.pdf	PDF	Jul 29, 2026
LS_13_51_and_58_Rehab_Supplemental_Tech_Specs_Section_IVa.pdf	PDF	Jul 29, 2026

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OHE

OHES

MTL

LID

DEAD END, REFLECTOR

NO TRESPASSING,NO PARKING,REFLECTOR

CONC 36"

6' C

6' CLF

6' C

G U

MTL

LID

MTL ANTENNAEON CONC

4' MTL PICKET

SANITARY MANHOLE

(MH ID 268B7040)RIM ELEV=12.44'SE 8" VCP INV ELEV=9.11'

NW 8" VCP INV ELEV=9.08' 8" VCP

8" VCP

SANITARY MANHOLE

RIM ELEV=18.27'

NE 8" VCP INV ELEV=9.50'

NW 8" VCP INV ELEV=9.52'

8" V

4' CLF

6' CLF

WUP W/ 2 TRANS, LIGHT,

2", 5" PVC RISERS #2-44342

094203 042664

ASPHALT SPILLWAY

CONC W/ELEC METER

GATE

1" MTL BFP

3.5'X2.5' W/ ELECSHUT OFF, ELEC METER

ON METAL POSTS

6' C

8" VCP INVELEV=7.23'

BOTTOM OF VALVEVAULT ELEV=8.66'

LIFT STATION #13LID ELEV=12.81'

VALVE PIT 4" PVC INV ELEV=8.62'

WET WELL 4" PVC INV ELEV=8.57'

WET WELL BOTTOM ELEV=3.03'

UGE

W12

D R

MARSHALL STREET

APPARENT RW

ASPHALT DRIVEWAY6"

OHE

MARSHALL STREET

TH# 13-1

TH# 13-2

STORM MANHOLE

RIM ELEV=18.02'

NE POSSIBLE 24" RCP INV ELEV=8.36'

UNABLE TO CONFRIM SIZE AND

MATERIAL DUE TO MANHOLE FILLED

WITH WATER

POSSIBLE 24" RCP

INV ELEV=5.94'

POSSIBLE 24" RCP

C-

PHOTO

C-102

B-1

PROJECT ENGINEER

DATE

CALL 811

SHEET NO.:

CITY ENGINEER TARA L. KIVETT, P.E. # 866113/

\\M

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800.422.1095 | www.wright-pierce.com

3820 NORTHDALE BOULEVARD, SUITE 202B, TAMPA, FL 33624

CERTIFICATE OF AUTHORIZATION# 91267540

DEMOLITION NOTES:

REMOVE/DEMOLISH AND DISPOSE OF EXISTING WET WELL AND VALVE VAULT TOP SLAB, ACCESS

HATCHES AND UPPER WALLS. SEE STRUCTURAL PLANS.

REMOVE/DEMOLISH AND DISPOSE OF EXISTING ELECTRICAL EQUIPMENT INCLUDING BUT NOT

LIMITED TO CONTROL PANELS, CONDUIT, METER, DISCONNECT AND APPURTENANCES. REFER TO

ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

REMOVE/DEMOLISH AND DISPOSE OF EXISTING CHAIN LINK FENCE AND GATES TO THE LIMITS

SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE SITE WITH TEMPORARY CHAIN

LINK FENCING.

REMOVE/DEMOLISH AND DISPOSE OF EXISTING ROAD PAVING, CURBING AND ASPHALT TO THE

LIMITS SHOWN.

REMOVE AND DISPOSE OF EXISTING GUARDRAIL AND SIGNAGE (DEMOLISH POSTS AND FOOTERS).

REMOVE/DEMOLISH AND DISPOSE OF EXISTING 8" VCP SEWER.

REMOVE/DEMOLISH AND DISPOSE OF EXISTING CONCRETE SLAB.

REMOVE/DEMOLISH AND DISPOSE OF 6-INCH FORCE MAIN.

EXISTING 1-INCH WATER SERVICE LINE TO BE RELOCATED.

PHOTO

PUMP STATION WEST VIEW

PHOTO

PUMP STATION ENTRANCE

PHOTO

WET WELL EXTERIOR

EXISTING CONDITIONS AND DEMOLITION PLAN

SCALE: 1"=10'

NOTES:

1. REFER TO GENERAL NOTES ON DRAWING C-101 FOR ADDITIONAL INFORMATION.

2. REFER TO PROCESS AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY POWER AND CONTROLS FOR

CONTINUOUS OPERATION OF LIFT STATION DURING CONSTRUCTION.

4. CONTRACTOR SHALL COORDINATE LIFT STATION OPERATION AND SHUT DOWN WITH THE CITY'S ENGINEERING REPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING OR HAULING

OF WASTEWATER DURING THE INTERRUPTION OF FLOWS AND CONNECTIONS WITH EXISTING

WASTEWATER SYSTEMS.

5. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE RIGHT-OF-WAY AREAS SHOWN ON THE DRAWINGS. IF REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH AND OBTAIN PERMISSION

FROM PROPERTY OWNERS FOR TEMPORARY EASEMENT AREAS AT HIS OWN EXPENSE TO PERFORM

THE WORK.

YKaltenbach Text Box LS 13: 200 Marshall St, Clearwater, FL 33755

YKaltenbach Callout Existing gas meter location

YKaltenbach Image

YKaltenbach Length Measurement 0'-6"

YKaltenbach Polygon

YKaltenbach Length Measurement 21'-4"

YKaltenbach Length Measurement 23'-0"

YKaltenbach Length Measurement 16'-7"

OHE

MTL

LID CONC

36"

6' C

6' CLF

MTL

LID

MTL ANTENNAE

ON CONC

4' MTL PICKET

SANITARY MANHOLE

(MH ID 268B7040)RIM ELEV=12.44'SE 8" VCP INV ELEV=9.11'

NW 8" VCP INV ELEV=9.08'

8" VCP

4' CLF

6' CLF

ASPHALT SPILLWAY

CONC W/ELEC METER

GATE

1" MTL BFP

8" VCP INVELEV=7.23'

BOTTOM OF VALVEVAULT ELEV=8.66'

LIFT STATION #13LID ELEV=12.81'

VALVE PIT 4" PVC INV ELEV=8.62'

WET WELL 4" PVC INV ELEV=8.57'

WET WELL BOTTOM ELEV=3.03'

UGE

APPARENT RW

ASPHALT DRIVEWAY

OHE

MARSHALL STREET

TH# 13-1

TH# 13-2

POSSIBLE 24" RCP

INV ELEV=5.94'

POSSIBLE 24" RCP

GENERATOR PLATFORM

(REFER TO STRUCTURAL

DRAWINGS)

GENERATOR (REFER TO

ELECTRICAL DRAWINGS)

4" AUXILIARY SUCTION

PIPE (REFER TO PROCESS

DETAILS)

4" VENT WITH SCREEN

(REFER TO PROCESS DETAILS)

TOP SLAB WITH ACCESS

HATCHES (REFER TO

STRUCTURAL DRAWINGS)

CONTROL PANELS

(REFER TO ELECTRICAL

DRAWINGS

8" SS PVC, S= 0.033

SMH #1

RIM EL= 12.45+/-

8" INV IN (SE)= 8.41'

8" INV OUT (W)= 8.39'

6' CHAIN LINK FENCE

WITH GREEN PRIVACY

SCREEN AND 10' WIDE

DOUBLE SWING GATE

PRECAST FLOW METER

VAULT WITH ACCESS

HATCH, SEE DETAIL

REPLACE LOW-SPEED

GUARDRAIL WITH TIMBER

POSTS AND FLARED ENDS

(FDOT INDEX 536-001)

PLUG EX 8" SS PIPE CONNECTION WITH

NON-SHRINK GROUT AND PATCH INSIDE

OF MANHOLE FLUSH WITH MANHOLE

WALL

CORE DRILL EX 4-FT

SMH FOR 8" SS

CONNECTION TO

SMH #1

8" SS PVC, S= 0.045

NATURAL GAS

METER AND 1"

SERVICE PIPING,

SEE NOTE AND

DETAIL

REUSE EXISTING WET

WELL PENETRATION

INV ELEV= 7.23'

NW 8" SS PVC INV ELEV= 9.08'

CONNECT TO EXISTING 1-INCH CAST IRON

WATER SERVICE WITH FITTINGS AND

ADAPTERS AS REQUIRED

RELOCATE 1-INCH WATER

SERVICE LINE AND CONNECT

TO EXISTING BFP

SINGLE 4' SWING GATE

REPLACE DEAD END REFLECTOR

POSTS, NO TRESPASSING, AND

NO PARKING SIGNS

NEW CONCRETE CURB

TO MATCH EXISTING

CURB PROFILE,

DIMENSIONS AND

FINISH

REPLACE CONCRETE

ANTENNA BASE, SEE

NOTE

CONNECT AND MATCH

INVERT AT EX. PENETRATION

PROJECT ENGINEER

DATE

CALL 811

SHEET NO.:

CITY ENGINEER TARA L. KIVETT, P.E. # 866113/

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L4 \E

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\F L\

-L

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.D W

800.422.1095 | www.wright-pierce.com

3820 NORTHDALE BOULEVARD, SUITE 202B, TAMPA, FL 33624

CERTIFICATE OF AUTHORIZATION# 91267540

NOTES:

1. CONTRACTOR SHALL COORDINATE LIFT STATION OPERATION AND SHUT DOWN WITH THE CITY'S ENGINEERING REPRESENTATIVE. THE

CONTRACTOR SHALL PROVIDE FOR BYPASSING OR HAULING OF WASTEWATER DURING THE INTERRUPTION OF FLOWS AND CONNECTIONS

WITH EXISTING WASTEWATER SYSTEMS.

2. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE RIGHT-OF-WAY AREAS SHOWN ON THE DRAWINGS. IF REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH AND OBTAIN PERMISSION FROM PROPERTY OWNERS FOR TEMPORARY EASEMENT AREAS AT HIS

OWN EXPENSE TO PERFORM THE WORK.

3. 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.

4. ALL TREE PRUNING AND/OR ROOT PRUNING ON EXISTING TREES 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.

5. THE GAS METER AND PIPING TO LIFT STATION SITE SHALL BE INSTALLED BY CLEARWATER GAS. THE SUPPLY LINE BETWEEN THE METER AND THE GENERATOR SHALL BE INSTALLED BY THE CONTRACTOR. MATERIALS AND INSTALLATION SHALL COMPLY WITH FLORIDA BUILDING CODE (LATEST EDITION). THE CONTRACTOR SHALL COORDINATE THE LOCATION FOR THE SUPPLY LINE WITH THE GENERATOR'S NATURAL GAS INLET.

6. CONTRACTOR SHALL PROVIDE PUMP GUIDE RAILS, BRACKETS, CABLE HOLDER, CABLE HOOKS, LIFTING CHAIN AND CABLE GRIPS. ALL GUIDE RAILS, SAFETY HOOKS, CHAINS, NUTS, BOLTS, HARDWARE AND TRIM WITHIN THE WET WELL SHALL BE 316 STAINLESS STEEL UNLESS SPECIFIED

OTHERWISE.

7. WET WELL LEVEL CONTROLS SHALL BE REPLACED. SEE INSTRUMENTATION DRAWINGS.

8. EXISTING WET WELL IS LINED WITH RAVEN 405 EPOXY. DAMAGES TO THE LINER DURING THE WORK SHALL BE REPAIRED AND PATCHED BY THE

CONTRACTOR TO MATCH THE EXISTING CONDITIONS.

9. CONTRACTOR SHALL PROVIDE SIGN STATING LIFT STATION NUMBER AND "IN CASE OF EMERGENCY OR SPILL CALL 727-462-6633"

10. ANTENNA FOUNDATION SHALL BE DESIGNED TO MEET LATEST FLORIDA BUILDING CODE. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED WIND LOAD CALCULATIONS FROM A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA.

11. REFER TO STRUCTURAL AND INSTRUMENTATION DRAWINGS FOR ADDITIONAL INFORMATION.

SITE LAYOUT AND GRADING PLAN

SCALE: 1"=5'

YKaltenbach Callout Existing gas meter location

YKaltenbach Length Measurement 0'-6"

YKaltenbach Polygon

YKaltenbach Length Measurement 21'-4"

YKaltenbach Length Measurement 23'-0"

YKaltenbach Length Measurement 16'-7"

YKaltenbach Rectangle

YKaltenbach Callout Proposed gas meter location

13"

18"

6" VCP

6' CLF

GATE 6' CLF

6' CLF

WUP W/ 2 TRANS,

2" PVC RISER

DIR

ONLY

TREE LINE

VALVE VAULT

TOP

VALVES

0.75" BFP

POST W/ ELEC

EQUIPMENT

CONC

1.0'X1.5'

6' CLF

BOTTOM OF VALVE

BOX ELEV=80.54'

WET WELL

BOTTOM

ELEV=66.61'

MTL ANTENNA

ON CONC

6" VCP INV

ELEV=76.68'

LIFT STATION #51

UGE

8" VCP

31-28-16-00000-140-0600

BLDG 28 CHURCH INC

O.R.B. 21859 PG. 167

10' SAN

ITARY EASEM

.R.B. 7706 PG

. 2188

PROPERTY BOUNDARY

TOP OF PUMP STATION AT

BOTTOM OF WET WELL

ELEV=66.38'

S 8" VCP INV

ELEV=71.46'

6' CLF

TH# 51-2

TH# 51-1

16" 8" 6"

16"

4" 4"

14"

10" 24" 6"

PHOTO

C-103

TO 2

C-

PHOTO

C-103

PROJECT ENGINEER

DATE

CALL 811

SHEET NO.:

CITY ENGINEER TARA L. KIVETT, P.E. # 866113/

\\M

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800.422.1095 | www.wright-pierce.com

3820 NORTHDALE BOULEVARD, SUITE 202B, TAMPA, FL 33624

CERTIFICATE OF AUTHORIZATION# 91267540

DEMOLITION NOTES:

REMOVE/DEMOLISH AND DISPOSE OF EXISTING WET WELL TREAD PLATE AND ACCESS HATCH.

REMOVE/DEMOLISH AND DISPOSE OF EXISTING ELECTRICAL EQUIPMENT INCLUDING BUT

NOT LIMITED TO CONTROL PANELS, CONDUIT, METER, DISCONNECT AND APPURTENANCES.

REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

ANTENNA TO REMAIN IN PLACE.

CONTRACTOR SHALL CLEAR AND GRUB THE AREAS TO THE LIMITS SHOWN FOR INSTALLATION

OF THE EMERGENCY GENERATOR AND CONCRETE PAD, INCLUDING REMOVAL AND GRINDING

OF TREE STUMPS AND ROOTS. THE CLEARED AREA SHALL BE GRADED TO PROVIDE A

SMOOTH, STABLE SURFACE SUITABLE FOR CONSTRUCTION. EXCESS MATERIAL SHALL BE

REMOVED AND DISPOSED OF OFFSITE. FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE

AWAY FROM THE GENERATOR PAD AND ADJACENT STRUCTURES.

REMOVE/DEMOLISH AND DISPOSE OF EXISTING CHAIN LINK FENCE TO THE LIMITS SHOWN.

CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SITE WITH TEMPORARY CHAIN LINK

FENCING.

EXISTING WATER SERVICE LINE, BACKFLOW PREVENTER AND HOSE BIBB TO BE RELOCATED.

REMOVE/DEMOLISH AND DISPOSE OF 6-INCH FORCE MAIN.

NOTES:

1. REFER TO GENERAL NOTES ON DRAWING C-101 FOR ADDITIONAL INFORMATION.

2. REFER TO PROCESS AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION

INFORMATION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY POWER AND CONTROLS

FOR CONTINUOUS OPERATION OF LIFT STATION DURING CONSTRUCTION.

4. CONTRACTOR SHALL COORDINATE LIFT STATION OPERATION AND SHUT DOWN WITH THE

CITY'S ENGINEERING REPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING

OR HAULING OF WASTEWATER DURING THE INTERRUPTION OF FLOWS AND CONNECTIONS

WITH EXISTING WASTEWATER SYSTEMS.

5. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE RIGHT-OF-WAY AREAS SHOWN

ON THE DRAWINGS. IF REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH AND OBTAIN

PERMISSION FROM PROPERTY OWNERS FOR TEMPORARY EASEMENT AREAS AT HIS OWN

EXPENSE TO PERFORM THE WORK.

PHOTO

PUMP STATION NORTH VIEW

PHOTO

WET WELL

PHOTO

VALVE PIT

EXISTING CONDITIONS AND DEMOLITION PLAN

SCALE: 1"=10'

YKaltenbach Text Box LS 51: 25960 US Hwy 19 N, Clearwater, FL 33763

YKaltenbach Callout Existing gas meter location

YKaltenbach Polygon

YKaltenbach Length Measurement 4'-0"

YKaltenbach Length Measurement 0'-6"

YKaltenbach Length Measurement 2'-1"

YKaltenbach Length Measurement 3'-9"

YKaltenbach Image

13"

18"

6" VCP

WUP W/ 2 TRANS,

2" PVC RISER

DIR

ONLY

TREE LINE

VALVE VAULT

TOP

VALVES

POST W/ ELEC

EQUIPMENT

CONC

1.0'X1.5'

6' CLF

BOTTOM OF VALVE

BOX ELEV=80.54'

WET WELL

BOTTOM

ELEV=66.61'

MTL ANTENNA

ON CONC

6" VCP INV

ELEV=76.68'

LIFT STATION #51

UGE

8" VCP

10' SAN

ITARY EASEM

.R.B. 7706 PG

. 2188

PROPERTY BOUNDARY

TOP OF PUMP STATION AT

BOTTOM OF WET WELL

ELEV=66.38'

S 8" VCP INV

ELEV=71.46'

TH# 51-2

TH# 51-1

16"

8" 6"

16"

14"

24"

WET WELL TREADPLATE WITH

ACCESS HATCH AND FALL

PROTECTION SAFETY GRATING

(REFER TO STRUCTURAL DRAWINGS)

GENERATOR ON CONCRETE PAD

(REFER TO ELECTRICAL AND

STRUCTURAL DRAWINGS)

AUXILIARY SUCTION PIPE

(REFER TO PROCESS

DETAILS)

4" VENT WITH SCREEN

(REFER TO PROCESS DETAILS)

CONTROL PANELS

(REFER TO ELECTRICAL

DRAWINGS

6' CHAIN LINK FENCE

WITH GREEN PRIVACY

SCREEN AND 6' WIDE

DOUBLE SWING GATE

PRECAST FLOW METER

VAULT WITH ACCESS

HATCH, SEE DETAIL

RELOCATE WATER

SERVICE LINE

NATURAL GAS METER

AND 1" SERVICE PIPING,

SEE NOTE AND DETAIL

6" PLUG VALVE,

SEE NOTE

RELOCATE BACKFLOW

PREVENTER AND HOSE

BIBB

10-FT CANTILEVER

GATE (SEE DETAIL)

CONNECT TO EXISTING

1-INCH POLYEHTYLENE

WATER SERVICE WITH

FITTINGS AND ADAPTERS

AS REQUIRED

RETRO GRATE FALL

PROTECTION (REFER TO

STRUCTURAL DRAWINGS)

PROJECT ENGINEER

DATE

CALL 811

SHEET NO.:

CITY ENGINEER TARA L. KIVETT, P.E. # 866113/

\\M

G W

\V O

L4 \E

N G

\F L\

-L

O N

&F O

R C

O G

_D R

G S\

-C

S-

-L

.D W

800.422.1095 | www.wright-pierce.com

3820 NORTHDALE BOULEVARD, SUITE 202B, TAMPA, FL 33624

CERTIFICATE OF AUTHORIZATION# 91267540

NOTES:

1. CONTRACTOR SHALL COORDINATE LIFT STATION OPERATION AND SHUT DOWN WITH THE CITY'S ENGINEERING REPRESENTATIVE. THE

CONTRACTOR SHALL PROVIDE FOR BYPASSING OR HAULING OF WASTEWATER DURING THE INTERRUPTION OF FLOWS AND

CONNECTIONS WITH EXISTING WASTEWATER SYSTEMS.

2. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE EASEMENT AREAS SHOWN ON THE DRAWINGS. IF REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH AND OBTAIN PERMISSION FROM PROPERTY OWNERS FOR TEMPORARY EASEMENT AREAS

AT HIS OWN EXPENSE TO PERFORM THE WORK.

3. THE GAS METER, REGULATOR (AS REQUIRED), AND PIPING TO THE LIFT STATION SHALL BE INSTALLED BY CLEARWATER GAS. THE SUPPLY LINE BETWEEN THE METER AND THE GENERATOR SHALL BE INSTALLED BY THE CONTRACTOR. MATERIALS AND INSTALLATION SHALL COMPLY WITH FLORIDA BUILDING CODE (LATEST EDITION). THE CONTRACTOR SHALL COORDINATE THE LOCATION FOR THE

SUPPLY LINE WITH THE GENERATOR'S NATURAL GAS INLET.

4. CONTRACTOR SHALL INSTALL ISOLATION VALVE ON EXISTING DISCHARGE LINE WITHIN VALVE VAULT.

5. CONTRACTOR SHALL PROVIDE 316 STAINLESS STEEL PUMP LIFTING CHAIN AND CABLE GRIPS.

6. WET WELL LEVEL CONTROLS SHALL BE REPLACED. SEE INSTRUMENTATION DRAWINGS.

7. CONTRACTOR SHALL PROVIDE SIGN WITH LIFT STATION NUMBER STATING "IN CASE OF EMERGENCY OR SPILL CALL 727-462-6633"

8. REFER TO STRUCTURAL AND INSTRUMENTATION DRAWINGS FOR ADDITIONAL INFORMATION.

SITE LAYOUT AND GRADING PLAN

SCALE: 1"= 5'

YKaltenbach Length Measurement 4'-6"

YKaltenbach Length Measurement 3'-9"

YKaltenbach PolyLine

YKaltenbach Length Measurement 4'-0"

YKaltenbach Polygon

YKaltenbach Callout Existing gas meter location

YKaltenbach Rectangle

YKaltenbach Callout Proposed gas meter location

File details come from the government source that posted it. Updated Aug 13, 2026.