Lift_Station_45_Bid_Drawings.pdf

PDF 11 MB Posted Apr 9, 2026

Attached to: 2637ITB - Lift Station #45 Replacement
Solicitation number: 2637ITB
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Apr 20, 2026

This file comprises construction bid drawings and technical specifications for the City of Daytona Beach's Lift Station #45 Replacement project located in Daytona Beach, Florida. The project involves the complete demolition of the existing lift station and construction of a new replacement facility at Section 37, Township 15S, Range 32E. The scope of work includes removal of the existing wet well, dry well, pumps, piping, valves, electrical systems, and control panels; construction of a new concrete caisson wet well with precast riser sections; installation of two Flygt submersible pumps (NP 3153 MT 3 model, 14 horsepower each, operating at 1000 GPM with 36 feet total dynamic head minimum); installation of new force main piping (10-inch and 12-inch diameter ductile iron and PVC); mechanical and electrical equipment including control panels, generators, and monitoring systems; site improvements including chain-link fencing, asphalt driveway replacement, and landscaping; and all associated utility connections and erosion control measures. The contractor shall be responsible for all bypass pumping during construction and must apply for required dewatering and NPDES permits.

The drawings indicate a 100 percent review set dated August 2025 designed by Halff Associates, Inc. with structural design by Wekiva Engineering and electrical design by Electrical Design Associates. The project requires compliance with the 2023 Florida Building Code, ACI 318-19 reinforcement standards, and Florida Department of Environmental Protection regulations. Key technical requirements include a concrete compressive strength of 4,000 PSI minimum, installation of AGRU SureGrip lining system on interior wet well surfaces, exterior coating with EW-1 Aquapoxy at 10 mil dry film thickness, and thrust restraint design in accordance with manufacturer specifications. The contractor must verify existing utility locations through a two-week look-ahead procedure and report any conflicts to the engineer of record at least one week prior to work commencement. A non-mandatory pre-bid conference will be held via Teams, with all questions submitted through the City's procurement platform at https://procurement.opengov.com/portal/codb by the deadline specified in the solicitation timeline.

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Other files

File	Type	Posted
2637ITB_-_Lift_Station_#45_Replacement_(Addendum_#6_Revision).pdf	PDF	May 22, 2026
EDA_Technical_Specs_05042026.pdf	PDF	May 4, 2026
2637ITB_-_Lift_Station_#45_Replacement.pdf	PDF	Apr 16, 2026
Lift_Station_45_Bid_Specifications.pdf	PDF	Apr 9, 2026
Project_References.docx	DOCX document	Apr 9, 2026

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H O

LLY S

H O

LLY S

N N

R D

N N

R D

N N

DFLA

G G

S T

3RD ST

4TH ST

FLA

G S

Y R D

N N

R D

N N

R D

N N

R D

N N

R D

N N

R D

N N

R D

N N

R D

3RD ST

N N

R D

FOR

CONSTRUCTION PLANS

LIFT STATION 45

REPLACEMENT

SECTION 37 TOWNSHIP 15S RANGE 32E

MAYOR

DISTRICT 5

DANNETTE HENRY

DISTRICT 6

PAULA R. REED

DISTRICT 2

DISTRICT 4

DERRICK L. HENRY

KEN STRICKLAND

STACY CANTU

DISTRICT 1

DISTRICT 3

MONICA PARIS

QUANITA MAY

OWNER/DEVELOPER:

ENGINEER/SURVEYOR:

VICINITY MAP

1" = 100'

-1

, 1

R E

W S

E T

(N O

R C

O N

U C

N U

L C

O N

M E

INDEX OF SHEETS

0 1 2 3 4 5

(INCHES)

ORIGINAL DOCUMENT SIZE 24"x36"

ELECTRICAL:

Call 811 or www.sunshine 811.com two full business days before digging to have utilities located and marked.

Check positive response codes before you dig!

902 North Sinclair Ave.

Certificate of Authorization Number: 33380

Fax: 352.343.8495 Office: 352.343.8481

Tavares, Florida 32778

CITY OF DAYTONA BEACH

125 BASIN STREET, SUITE 204

DAYTONA BEACH, FL 32114

SHANNON PONITZ, UTILITIES DIRECTOR

(386) 671-8824

PONITZSHANNON@CODB.US

UTILITIES DIRECTOR

SHANNON PONITZ

CITY CLERK

LETITIA LAMAGNA

CITY MANAGER

DERIC C. FEACHER

HALFF ASSOCIATES, INC.

902 N SINCLAIR AVENUE

TAVARES, FL 32778

MICHAEL C. SCULLION, PE

(352) 343-8481

MSCULLION@HALFF.COM

C-0 COVER SHEET

G-1 KEY MAP & GENERAL NOTES

G-2 - 3 DETAILS

C-1 EXISTING LIFT STATION DEMOLITION PLAN

C-2 LIFT STATION DEMOLITION

C-3 LIFT STATION SITE PLAN

M-1 LIFT STATION SECTION AND PLAN VIEW

M-2 LIFT STATION SECTION VIEW

S-1 STRUCTURAL NOTES, ABBREVIATIONS & SYMBOLS

S-2 LIFT STATION PLAN, SECTION AND DETAILS

S-3 STRUCTURAL DETAILS

E-1 ELECTRICAL NOTES, SYMBOLS & ABBREVIATIONS

E-2 ELECTRICAL DEMOLITION PLAN

E-3 ELECTRICAL PLAN

E-4 SINGLE LINE DIAGRAM

E-5 EQUIPMENT RACK ELEVATION

E-6 ELECTRICAL DETAILS 1

E-7 ELECTRICAL DETAILS 2

E-8 ELECTRICAL DETAILS 3

LIFT STATION

SITE

ELECTRICAL DESIGN ASSOCIATES

6965 PIAZZA GRANDE AVE, SUITE 311

ORLANDO, FL 32835

MICHAEL CAHILL, PE

(407) 745-6504

MCAHILL@GOEDA.COM

STRUCTURAL:

WEKIVA ENGINEERING

1320 WILFRED DRIVE

ORLANDO, FL 32803

DAVID MORRIS, PE

(407) 219-4454

DAVID@WEKIVAENGINEERING.COM

SHEET

C-3

1 2 3 4 5 6 7 8

Sheet G-1

44787.002

MCS

CLM

AUGUST 2025

R E

D A

T E

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

MICHAEL C. SCULLION

Registered Eng 70753

SCALE IN FEET

Scale: 1"=

100 100 200

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

K E

Y M

A P

A N

D G

E N

E R

A L

N O

Y O

F D

A Y

A B

E A

C H

P R

C T

N O

LS Design New

NOTES:

1. CONTRACTOR SHALL PROVIDE AND PERFORM A 2 WEEK LOOK AHEAD INTO THE UTILITY WORK TO BE PERFORMED. THIS SHALL INCLUDE THE VERIFICATION OF

EXISTING UTILITIES, BOTH HORIZONTAL AND VERTICAL POSITIONING, MATCHES WHAT IS SHOWN IN THE CONTRACT DOCUMENTS AND ANY NEW UTILITIES THAT ARE DISCOVERED DURING THIS LOOK AHEAD. INFORMATION OF CONFLICTS OR DISCREPANCIES WITH THE CONTRACT DOCUMENTS SHALL BE PROVIDED TO THE ENGINEER OF RECORD NO LESS THAN 1 WEEK PRIOR TO COMMENCEMENT OF WORK WITHIN SAID CONFLICT AREA. ENGINEER OF RECORD SHALL BE ALLOWED AMPLE TIME TO ADDRESS CONFLICTS/ISSUES AND PROVIDE ADJUSTMENTS TO THE DESIGN TO ADDRESS CONCERNS WITHOUT CONTRACTOR REQUESTING TIME DELAYS.

2. APPARENT ERRORS, DISCREPANCIES, OR OMISSIONS SHALL BE BROUGHT TO THE ENGINEER OF RECORD'S ATTENTION WITHIN A REASONABLE TIME FRAME, LESS THAN 48 HOURS AFTER DISCOVERED. ADVANTAGE WILL NOT BE TAKEN OF APPARENT ERROR OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS, AND THE ENGINEER SHALL BE PERMITTED TO MAKE CORRECTIONS AND INTERPRETATIONS AS MAY BE DEEMED NECESSARY FOR FULFILLMENT OF THE INTENT OF THE DESIGN.

3. CONTRACTOR MUST APPLY FOR DEWATERING PERMIT THROUGH THE CITY'S UTILITY DEPARTMENT PRIOR TO ANY CONSTRUCTION ACTIVITIES COMMENCING ON-SITE.

4. CONTRACTOR SHALL LEAVE ACCESS TO NEIGHBORING BUSINESSES DURING CONSTRUCTION ACTIVITIES. ANY COORDINATION WITH SAID BUSINESSES, AS FAR AS DELIVERIES AND OTHER POSSIBLE DISRUPTIONS, MUST BE COORDINATED WITH THOSE BUSINESSES AT LEAST 48 HOURS PRIOR TO PROPOSE ACTIVITY.

UTILITY CONSTRUCTION NOTES (DEP):

N N

VA R

D N

N O

VA R

FLAG

H O

LLY ST

3RD ST

4TH ST

1 2 3 4 5 6 7 8

Sheet G-2

44787.002

MCS

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R E

D A

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JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

E P

E M

E N

T D

Y O

F D

A Y

A B

E A

C H

P R

C T

N O

LS Design New

MICHAEL C. SCULLION

Registered Eng 70753

AUGUST 2025

Sheet G-3

44787.002

MCS

CLM

R E

D A

T E

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

E P

E M

E N

T D

Y O

F D

A Y

A B

E A

C H

P R

C T

N O

NOT TO SCALE

CHAIN LINK FENCE DETAIL

12"

36"

FENCE DETAIL

10'-0" TO CENTER (MAX)

DOUBLE SWING GATE DETAIL

6' -0

12" 6"

6" 12"

36"

12"

LS Design New

MICHAEL C. SCULLION

Registered Eng 70753

THRUST RESTRAINT DESIGN NOTES

TABLE OF THRUST RESTRAINT LENGTHS

P.V.C. (L)

16'

51'

22'

40'

29'

34'

DUCTILE

IRON (L)

28'

36'

50'

63'

43'

P.V.C. (L)

PIPE

(inches)

SIZE

90°

BEND

20'

9'12'

15'

21'

26'

18'

12'

17'

21'

14'

P.V.C. (L)

BEND

45°

IRON (L)

DUCTILE

4'6'

10'

13'

10'

22 1/2°

IRON (L)

DUCTILE

BEND

P.V.C. (L)

4' 3'

90° BEND

22.5° BEND

REDUCER

DEAD END/PLUG

SMALLER MAIN

LARGER MAIN

ON LARGER MAIN

RESTRAINT REQ.

ONLY

40'

94'

74'

63'

52'

IRON (L)

DUCTILE

29'

TEES

33'2'

52'

116'

84'

68'

IRON (L)

DUCTILE

11 1/4"

BEND

2' 15'

P.V.C. (L)

63'21'

33'

54'

74'

43'

82'

148'

116'

98'

P.V.C. (L)IRON (L)

DUCTILE

10'

PLUG

DEAD END &

45'

34'8"x6"

10"x8"

16"x12"

12"x10"

33'

63'

34'

PIPE SIZES

6"x4"

REDUCER

P.V.C. (L)

33'

22'

21'

40'

22'

IRON (L)

DUCTILE

21'

TEE

11.25° BEND

45° BEND

@ ALL SIDES (TYP.)

B R

A N

C H

RESTRAINTS REQ.

(NO JOINTS ALLOWED)

8' MIN.

RUN

8' MIN.

(NO JOINTS ALLOWED)

70, 86'

75'

61'

70'

56'

36'

31'

29'

17'

15'

29'

25'

23'

14'

12'

14' 11' 131'

145'

173'

110'

92'

83'

178'

207'

163' 20"x18"

20"x20"113'

132'

103'

62'

33'

39'

21'

18"x16" 33' 21'

THRUST RESTRAINT DETAILS

NOT TO SCALE

1. RESTRAINT JOINTS, FITTINGS, & VALVE REQUIREMENTS CALCULATED BY THE

THRUST RESTRAINT DESIGN PROGRAM PROVIDED BY UNI-FLANGE, THE FORD

METER BOX COMPANY, INC.

2. DATA BASED ON MAX. PRESSURE OF 150 P.S.I., THE UNIFIED SOILS

CLASSIFICATION SYSTEM (SOIL TYPE SP), THE PIPE BEDDED IN NATIVE SOIL W/A

MINIMUM OF 2.5' COMPACTED FILL OVER THE PIPE, AND USING A SAFETY

FACTOR OF 1.5 FOR THE DATA.

3. ALL FITTINGS & VALVES SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS

& ALL BELL & SPIGOT JOINTS TO BE RESTRAINED WITH A RESTRAINING HARNESS

WITHIN THE REQUIRED LENGTH OF RESTRAINED PIPE (L).

4. THRUST BLOCKS SHALL SHALL NOT BE ALLOWED.

AUGUST 2025

AutoCAD SHX Text

2'-0" MAXIMUM

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

#9 GALVANIZED CLIPS

AutoCAD SHX Text

POST CAP

AutoCAD SHX Text

POST

AutoCAD SHX Text

CORNER

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

STRETCHER BARS

AutoCAD SHX Text

2500 PSI CONCRETE

AutoCAD SHX Text

TRUSS RODS

AutoCAD SHX Text

3/8" ADJUSTABLE

AutoCAD SHX Text

GATE CORNER

AutoCAD SHX Text 2500 psi

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GATE FRAME

AutoCAD SHX Text

CENTER STOP

AutoCAD SHX Text 12"x12"x12"

AutoCAD SHX Text

3/8" ROUND

AutoCAD SHX Text

(SEE NOTE 1)

AutoCAD SHX Text

TRUSS BARS

AutoCAD SHX Text

TURNBUCKLE

AutoCAD SHX Text

#9 TIE WIRES

AutoCAD SHX Text 12" O.C.

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

GATE POST (TYPICAL)

AutoCAD SHX Text NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. FENCING SHALL BE 6' HIGH BLACK VINYL COATED FENCING SHALL BE 6' HIGH BLACK VINYL COATED CHAIN LINK FENCE. 3. FENCE POSTS SHALL NOT BE IN CONFLICT WITH FENCE POSTS SHALL NOT BE IN CONFLICT WITH UNDERGROUND PIPING.

16" PALM

24" OAK

18" PALM

8" OAK

22" OAK

3.5' WIDE HEDGE

DRAINAGE SW

ALE

6' CHAINLINK FENCE

SWALE

EOP

WET WELL EXISTING

LID ELEV=7.91'

ENTRANCE TUBE FOR

PUMP HOUSE 4.35' DIAMETER

LID ELEV: 10.21'

10+00

11+

104' (P)

37' (P

T 5

EOP

14" PALM

ELEC

PANEL

3/4"BFP

6"BFP

BORING LOCATION

SET N&D (LB 8348) IN PAVEMENT

ELEVATION: 7.59'

N:1778270.69 E:639851.41

SMH1

SMH2

7.5

7.8

8.1

8.0

8.1

8.2

7.6

7.7

7.8

7.0

7.5

8.3

8.6

8.7

6.7

7.7

7.2

7.4

7.9

6.9

7.2

7.6

7.5

7.9

7.0

6.8

6.9

7.4

7.9

7.0

6.7

7.3

7.7

7.6

7.5

7.1

8.1

7.0

7.3

7.1

7.8

7.4

7.6

7.7

7.6

7.5

7.7

7.6

EOP

GRASS

END FORCEMAIN

LOCATIONS

(SUE LOCATOR NOTED:

NO ACCESS TO 15' UE)

1 2 3 4 5 6 7 8

Sheet C-1

44787.002

MCS

CLM

R E

D A

T E

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

EXISTING DRIVEWAY

TO BE REMOVED

EXISTING CONTROL

PANEL TO BE REMOVED

EXISTING FORCE MAIN TO

BE REMOVED

E P

E M

E N

T D

E M

N P

Y O

F D

A Y

A B

E A

C H

P R

C T

N O

20'

SCALE IN FEET

Scale: 1"=

5 5 10

EXISTING LIFT STATION DRY

WELL TO BE DEMOLISHED

(SEE SHEET C-2)

SMH1

RIM=7.23'

N. INV 15'' VCP= -5.76'

NE INV 18'' VCP= -6.92'

(TO WET WELL)

S. INV 15'' VCP= -6.40'

LS Design New

EXISTING ROW (TYP.)

MICHAEL C. SCULLION

Registered Eng 70753

NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASS PUMPING REQUIRED DURING

CONSTRUCTION. A BYPASS PUMPING PLAN SHALL BE PROVIDED FOR REVIEW BY THE OWNER

AND ENGINEER.

GROUT FILL

18" VCP EXISTING LIFT STATION WET

WELL TO BE DEMOLISHED

(SEE SHEET C-2)

REMOVE 15" VCP

Sheet C-2

44787.002

MCS

CLM

R E

D A

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JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

E P

E M

E N

O N

D E

M O

O N

Y O

F D

A Y

A B

E A

C H

P R

C T

N O

EXISTING WET WELL AND LIFT STATION DEMOLITION LS Design New

EXISTING PUMPS, PIPING, VALVES,

ELECTRICAL CONDUIT, CONTROL

PANELS, BLOWER, LIGHTS, AND OTHER

APPURTENANCES TO BE REMOVED

NOTES:

1. CONTRACTOR SHALL REMOVE ALL PUMP EQUIPMENT AND OTHER MECHANICAL APPURTENANCES PRIOR TO FILLING IN

EXISTING WETWELL, WITH FLOWABLE CONCRETE, TO THE DESIRED INVERT ELEVATION AS STATED ON PLANS.

2. DIMENSIONS ARE BASED ON AVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

LEGEND

MICHAEL C. SCULLION

Registered Eng 70753

REMOVE EXISTING TOP SLAB

CONTRACTOR SHALL REMOVE ALL

PIPING, SUPPORTS, LADDERS, SCREENS,

VALVES, ELECTRICAL CONDUIT, AND

OTHER APPURTENANCES WITHIN THE

EXISTING WETWELL

DISREGARD CALL OUT;

REFERS TO A SECTION TO

BE REMOVED

EXISTING TO BE REMOVED

CORE DRILL 12" HOLES IN SLAB

BOTH STRUCTURES TO BE

DEMOLISHED TO 5' BELOW GRADE

NTS

16" PALM

24" OAK

18" PALM

8" OAK

22" OAK

3.5' WIDE HEDGE

DRAINAGE SW

ALE

6' CHAINLINK FENCE

SWALE

EOP

10+00

11+

104' (P)

37' (P

T 5

EOP

14" PALM

ELEC

PANEL

3/4"BFP

6"BFP

BORING LOCATION

SET N&D (LB 8348) IN PAVEMENT

ELEVATION: 7.59'

N:1778270.69 E:639851.41

SMH1

SMH2

7.5

7.8

8.1

8.0

8.1

8.2

7.6

7.7

7.8

7.0

7.5

8.3

8.6

8.7

6.7

7.7

7.2

7.4

7.9

6.9

7.2

7.6

7.5

7.9

7.0

6.8

6.9

7.4

7.9

7.0

6.7

7.3

7.7

7.6

7.5

7.1

8.1

7.0

7.3

7.1

7.8

7.4

7.6

7.7

7.6

7.5

7.7

EOP

GRASS

END FORCEMAIN

LOCATIONS

(SUE LOCATOR NOTED:

NO ACCESS TO 15' UE)

7.4

7.2

ERATO

9.5

7.3 7.4

7.4

7.3 7.2

7.2

7.4

1 2 3 4 5 6 7 8

Sheet C-3

44787.002

MCS

CLM

R E

D A

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JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

PROPOSED

LIFT STATION

PROPOSED 18" PVC

C905 DR-18 @ 0.22%

APPROXIMATE EXISTING

CONCRETE PAD LOCATION

(BELOW GRADE)

E P

E M

E N

T S

Y O

F D

A Y

A B

E A

C H

P R

C T

N O

2'-3"

PROPOSED 12'

DOUBLE GATE

PROPOSED 6' BLACK VINYL COATED

CHAIN LINK HIGH FENCE (TYP.)

(LOCATION OF INSTALLATION TO BE

COORDINATED WITH THE CITY.

PROPOSED ASPHALT

DRIVEWAY REPLACEMENT

(SEE DETAIL R-9 ON

SHEET G-3)

18'-9"

72'-5"

PROPOSED

GENERATOR

PROPOSED

CONTROL PANEL

SCALE IN FEET

Scale: 1"=

5 5 10

35'

PROPOSED CONNECTION

TO EXISTING FORCE MAIN

PROPOSED HOSE

BIB

EXISTING MANHOLE

RIM=7.23'

N. INV 18" PVC = -6.50'

S. INV 15" VCP = -6.40'

1'' CONNECTION

INTO EXISTING

WATER SERVICE

12" MJ X MJ PLUG

VALVE & VALVE BOX

LS Design New

PROPOSED MANHOLE

w/RING AND COLLAR

RIM = 7.30'

NE INV 18" PVC = -6.65'

(TO WET WELL)

N INV 18" VCP = -5.69'

S INV 18" PVC = -6.55'

PROPOSED 10" DIP

FORCE MAIN

PROPOSED BYPASS w/10" x 6"

REDUCER, 6" PLUG VALVE AND

6" BAUER B STYLE COUPLING

FILL IN SWALE IN

THIS AREA TO

GRADES SHOWN

TIE IN TOP OF SWALE TO

ADJACENT WALL AT 4:1

SLOPE OR FLATTER

10" MAG METER

(MCCROMETER)

10" HFAC

PROPOSED18"

PVC C905 DR-18

@ 0.22%

EXISTING ROW (TYP.)

EROSION CONTROL NOTES:

1. CONTRACTOR TO DESILT ALL PIPES PRIOR TO COMPLETION OF CONSTRUCTION OF

PROJECT.

2. SILT FENCE SHOWN IS STRICTLY SCHEMATIC, FOR ILLUSTRATION ONLY. ALL FENCE TO

BE WITHIN THE PROPERTY LINE OF THE PROJECT SITE.

3. THE CONTRACTOR SHALL APPLY WITH AND OBTAIN NPDES PERMIT FROM THE FLORIDA

DEPT. OF ENVIRONMENTAL PROTECTION (FDEP).

4. ALL STORM WATER INLETS TO HAVE EROSION CONTROL MEASURES APPLIED UPON THE

COMPLETION OF THEIR INSTALLATION. THIS EROSION CONTROL MEASURE CAN BE A

"SOCK" WITH POCK BAGS THAT WILL NOT ALLOW FOR SEDIMENTS TO ENTER INTO THE

INLETS AND ULTIMATELY ENTER INTO THE DRAIN. OTHER METHODS OF PROTECTION

CAN BE OBTAINED FROM THE MOST RECENT FDOT STANDARD SPECIFICATIONS.

HOWEVER, PLEASE NOTE THE USE OF HAY/STRAW BALES IS NOT PERMITTED, A

SYNTHETIC BALE MAY BE USED INSTEAD.

5. TEMPORARY EROSION CONTROL STRUCTURES TO BE UTILIZED DURING CONSTRUCTION

AT AREAS DESIGNATED BY THE ENGINEER OR AREAS ON-SITE WHERE UNSTABILIZED

GRADES MAY CAUSE EROSION PROBLEMS. EROSION CONTROL STRUCTURE MAY BE

REMOVED AFTER UPSLOPE AREA HAS BEEN STABILIZED BY SOD, OR COMPACTED AS

DETERMINED BY CONTRACTOR.

6. ALTERNATE EROSION CONTROL STRUCTURE: WOVEN FILTER FABRIC SILT FENCE IN

ACCORDANCE WITH THE MOST RECENT FDOT STANDARD SPECIFICATIONS.

7. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES.

8. CONTRACTOR SHALL PROVIDE A PLAN PROVIDING THE LOCATION OF PARKING,

LAYDOWN, DIRT STORAGE, ETC., TO THE OWNER AND ENGINEER FOR REVIEW.

9. CONSTRUCTION SITE OPERATORS MUST CONTROL WASTE SUCH AS DISCARDED

BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER AND SANITARY

WASTE AT THE CONSTRUCTION SITE THAT MAY CAUSE ADVERSE IMPACTS TO WATER

QUALITY.

10. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED.

PROPOSED

TEMPORARY SILT

FENCE (TYP.)

MICHAEL C. SCULLION

Registered Eng 70753

PROPOSED 18"

DROP BOWL

PROPOSED

CONCRETE PAD

2.8'

PROPOSED

BOLLARDS (2)

A C-4

-5

10" x 12" REDUCER

12" 45° BEND (TYP.)

FIBERGLASS MANHOLE LINER

3'-6" IN DIAMETER BY FLOWTITE

OR APPROVED EQUAL. LINER

SHALL BE GROUTED IN PLACE

3'-6"

6'-6"

NOTE:

1. ENTIRE FENCED IN AREA OF LIFT STATION SHALL HAVE FILTER FABRIC AND 6" THICK #52

STONE ON ALL AREAS THAT ARE NOT CONCRETE OR PAVEMENT. #52 STONE SHALL

EXTEND 1' OUTSIDE THE PROPOSED FENCE LINE.

CONCRETE PADSUREGRIP LINING SYSTEM (2 MM)

BY AGRU ON ALL INTERIOR

SURFACES OF THE STRUCTURE

EXCLUDING THE BOTTOM SLAB

AUGUST 2025

PROPOSED 12" DIP

FORCE MAIN

2" SCH 40 PVC DRAIN

LINE TO BE SLOPED

TOWARDS WET WELL

AutoCAD SHX Text S

EL. 9.50

EL. 7.50

BOTTOM OF WET WELL EL. -14.00

LEAD PUMP ON

EL. -7.70

HIGH WATER ALARM EL. -7.20

INFLUENT EL. -6.70

EL. 11.00

PUMP OFF EL. -10.20

HIGH HIGH WATER

ALARM EL. -6.70

BOTTOM OF WET WELL EL. -24.50

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

316 STAINLESS STEEL SCH. 40

PUMP GUIDE RAILS (2) PER

PUMP MANUFACTURER

PROPOSED ±3' LF 18" PVC

SANITARY SEWER @ 0.22%

CONNECTING TO

PROPOSED MANHOLE

INVERT EL. -6.70

1 2 3 4 5 6 7 8

Sheet M-1

44787.002

RAE

CLM

R E

D A

T E

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

E P

E M

E N

O N

S E

O N

A N

D P

Y O

F D

A Y

A B

E A

C H

P R

C T

N O

4" Ø STAINLESS STEEL PRESSURE

GAUGE (OIL FILLED w/DIAPHRAGM

ISOLATED AND PETCOCK VALVE (TYP.)

PROPOSED DOUBLE DOOR ACCESS

HATCH w/LOCKSET AND RECESSED HANDLE (48" x 72" CLEAR OPENING)

HALLIDAY PRODUCTS W2R7248

10" TYPE 316

STAINLESS STEEL

SCH. 40 RISER PIPE

10" 90° BEND

PROPOSED FLYGT

SUBMERSIBLE PUMP

6" x 10" ECCENTRIC

REDUCER

SCALE IN FEET

Scale: 1"=

2 2 4

SCALE IN FEET

Scale: 1"=

2 2 4

PROPOSED DOUBLE DOOR ACCESS

HATCH w/LOCKSET AND RECESSED HANDLE (48" x 72" CLEAR OPENING)

HALLIDAY PRODUCTS H2R7248

STAINLESS STEEL

PIPE SUPPORT (TYP.)

10" CHECK

VALVE (TYP.)

10" PLUG

VALVE (TYP.)

3.0"

1'-5.3"

2' -1

10" PLUG

VALVE (TYP.)

8'-8"

10" CHECK

VALVE (TYP.)

PROPOSED BYPASS 6"

BAUER B STYLE COUPLING

10' Ø WET WELL

10" 90° BEND (TYP.)

10" TEE

(TYP.)

6' x 10' CONCRETE

PIPE SUPPORT PAD

±8' x ±19'

CONCRETE PIPE

SUPPORT PAD

WET WELL NOTES:

1. NON-SHRINK GROUT SHALL BE USED TO SEAL ALL OPENINGS.

2. ALL INTERNAL STAINLESS STEEL SCH 40, IS FLANGED (RAMNEK OR APPROVED EQUAL).

3. WET WELL AGRU SURE GRIP LINER TO COVER ALL VERTICAL SURFACES, BOTTOM OF TOP SLAB AGRU OPTION 1 ONLY (ALL JOINTS SHALL BE

SEALED BY MEANS OF THERMAL WELDING PERFORMED BY AGRU CERTIFIED WELDERS).

4. HATCH COVERS MUST ALLOW FOR UNRESTRICTED VERTICAL REMOVAL OF THE PUMPS AND VALVES AND HAVE FLUSH ALUMINUM DROP HANDLE AND AN AUTOMATIC HOLD OPEN ARM WITH RELEASE HANDLE. (SEE WET WELL & VALVE VAULT HATCH DETAILS SHEETS S-23 6 & 7 OF 7).

5. FURNISH AND INSTALL 2 TOTALLY SUBMERSIBLE PUMPS PER PUMP DATA TABLE, FLYGT ONLY.

6. ALL PLUG VALVES ARE TO BE DEZURIK AND ALL CHECK VALVES ARE TO BE KENNEDY OR EQUAL.

7. PROVIDE 316 SS INSECT SCREEN WITH 14" OPENINGS ON VENT PIPE.

4" TYPE 316 STAINLESS

STEEL VENT WITH 14"

HARDWARE SCREEN

4" TYPE 316 STAINLESS STEEL

VENT WITH 14" HARDWARE SCREEN

2" SCH 40 PVC DRAIN

LINE TO BE SLOPED

TOWARDS WET WELL

4" Ø STAINLESS STEEL

PRESSURE GAUGE (OIL FILLED

w/DIAPHRAGM ISOLATED AND

PETCOCK VALVE (TYP.)

10'

10.0"

1' -6

10.0"

STAINLESS STEEL

PUMP GRIP-EYE

CABLE

POWER CABLE

FROM PANEL BOX

FLOAT LIQUID

LEVEL CONTROLS

SEAL CONDUIT

END IN WET WELL

SUREGRIP LINING SYSTEM (2 MM)

BY AGRU ON ALL INTERIOR

SURFACES OF THE STRUCTURE

EXCLUDING THE BOTTOM SLAB

LS Design New

EXTERIOR OF WET WELL

COATED WITH EW-1

AQUAPOXY 10 MIL. DFT

10" x 6"

REDUCER

2' 2'

2" MIN.

PUMP BASE ANCHOR PLATE

NTS

4" MIN.

FLYGT PUMP DATA

MANUFACTURER: FLYGT MODEL: NP 3153 MT 3

IMPELLER NO.: 204 MM NOMINAL SIZE: 204 MM

SPEED: 1800 RPM DISCHARGE SIZE: 6 IN

VOLTAGE: 230 V. 60 HZ PHASE: 3

HORSEPOWER: 14 MIN. SOLID SIZE: 3"

OPERATING CONDITIONS SHALL BE 1000 GPM, 36

FT. TDH MIN. SHUT OFF HEAD 67 FT

ONE OF THE PUMPS IS REQUIRED TO HAVE THE

FLYGT MIX - FLUSH SYSTEM MODEL 4901 FLUSH

VALVE INSTALLED

PROPOSED 18" DROP BOWL

MICHAEL C. SCULLION

Registered Eng 70753

10.0"

VEGA PULS C21

RADAR LEVEL

TRANSDUCER

10" HFAC

(TYP.)

4' -1

4' 1'

-1 .3

'-1

STAINLESS STEEL

PIPE SUPPORT (TYP.)

10" DIP FORCE MAIN

C-3SCALE: 1" = 2'-0"

LIFT STATION SECTION VIEW

PROPOSED 18" DROP BOWL

1' -6

6" PLUG

VALVE

1" GALV. PIPE

LS WATER SERVICE

NTS

3/4" SPIGOT

4' -0

" M

4" x 4" CONCRETE POST

1 C.F. CONCRETE

1" GAL. ELBOW

2" GALV. TEE

2" GALV. PLUG

2" x 1" REDUCER

METER

BACKFLOW

PREVENTER

LOCKABLE

CURB STOP

BOX AND COMPONENTS TO BE

INSTALLED BY CITY FORCES

SEE STRUCTURAL

DRAWINGS FOR WETWELL

CONSTRUCTION

PUMP SIDE

8" X 3/4" S.S. ANCHOR

BOLTS EPOXIED IN OR J

BOLTS CAST IN PLACE

PUMP BASE

18" X 22" (MIN.)

1" THICK STEEL PLATE

3/4" DIA. S.S. BOLTS TO

BE WELDED TO BOTTOM

SIDE OF STEEL PLATE.

FOR DIMENSIONS SEE

MANUFACTURER'S

SPECIFICATIONS

PARTIAL PLAN

A C-4

SIKAFLEX 1A PIPE

PENETRATION TREATMENT

8.0"

AUGUST 2025

10" TEE

10" MAG METER

(MCCROMETER)

EL. 9.50

EL. 7.50

BOTTOM OF WET WELL EL. -14.00

EL. 11.00

EL. 4.00

BOTTOM OF WET WELL EL. -24.50

CL EL. 13.10

1 2 3 4 5 6 7 8

Sheet M-2

44787.002

RAE

CLM

R E

D A

T E

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

316 STAINLESS STEEL SCH. 40

PUMP GUIDE RAILS (2) PER

PUMP MANUFACTURER

E P

E M

E N

O N

S E

O N

Y O

F D

A Y

A B

E A

C H

P R

C T

N O

4" Ø STAINLESS STEEL PRESSURE

GAUGE (OIL FILLED w/DIAPHRAGM

ISOLATED AND PETCOCK VALVE (TYP.)

PROPOSED DOUBLE DOOR ACCESS

HATCH w/LOCKSET AND RECESSED HANDLE (48" x 72" CLEAR OPENING)

HALLIDAY PRODUCTS W2R7248

10" TYPE 316

STAINLESS STEEL

SCH. 40 RISER PIPE

10" 90° BEND

(TYP.)

PROPOSED FLYGT

SUBMERSIBLE PUMP (2)

SCALE IN FEET

Scale: 1"=

2 2 4

10" x 6"

REDUCER

2" COMBINATION AIR

RELEASE VALVE (ARI

D-025 w/316SS BODY)

1'-5.3"

2' -1

4" TYPE 316 STAINLESS STEEL

VENT WITH 14" HARDWARE SCREEN

10'

10.0"

SUREGRIP LINING SYSTEM (2 MM)

BY AGRU ON ALL INTERIOR

SURFACES OF THE STRUCTURE

EXCLUDING THE BOTTOM SLAB

LS Design New

EXTERIOR OF WET WELL

COATED WITH EW-1

AQUAPOXY 10 MIL. DFT

MICHAEL C. SCULLION

Registered Eng 70753

12" MJ X MJ PLUG

VALVE & VALVE BOX

10" MAG METER

(MCCROMETER)

10" HFAC

2" SCH 40 PVC DRAIN

LINE TO BE SLOPED

TOWARDS WET WELL

PROPOSED BYPASS 6" PLUG VALVE

AND 6" BAUER B STYLE COUPLING

PROPOSED GRADE

12" 45° BEND (TYP.)

STAINLESS STEEL

PIPE SUPPORT (TYP.)

3' M

12" DIP FORCE MAIN

C-3 SCALE: 1" = 2'-0"

LIFT STATION SECTION VIEW

SEE STRUCTURAL

DRAWINGS FOR WETWELL

CONSTRUCTION

AUGUST 2025

12" 45° BEND (TYP.)

10" x 12" REDUCER

12" TEE w/BLIND

FLANGE

3' MIN OR AS REQUIRED

TO CONNECT TO EXISTING

12" FORCE MAIN

CONCRETE PAD

STANDARD HOOK DEVELOPMENT

LENGTH

BAR SIZE

#10

#11

90° STD

HOOK "A"

10"

1'-0"

1'-2"

1'-4"

1'-7"

1'-10"

2'-0"

10"

1'-0"

1'-2"

1'-3"

1'-5"

1'-7"

90° HOOK

180° HOOK

4 BAR DIA.

2" MIN.

4 BAR DIA. (#3 TO #8 BAR)

5 BAR DIA. (#9 TO #11 BAR)

ld ldh ldh

MIN. LAP LENGTH

*SPACING NOT TO BE GREATER THAN 1/5

LAP LENGTH OR 6IN. WHICH EVER IS LESS

180° STD

HOOK "J"

1'-11 4"

1'-23 4"

DEVELOPMENT

LENGTH,

ldh

*FOR STD HOOK BAR GEOMETRY

NOT SHOWN REFER TO MINIMUM ACI

REQUIREMENTS

BAR SIZE

OTHER BARS

#10

#11

TOP BARS

DEVELOPMENT LENGTH, ld

1'-7"

2'-1"

2'-7"

3'-1"

4'-6"

5'-2"

5'-10"

6'-6"

7'-3"

1'-3"

1'-7"

2'-0"

2'-4"

3'-6"

3'-11"

4'-6"

5'-0"

5'-7"

CONCRETE STRENGTH f`c= 4,000 PSI OR GREATER

NOTES:

1. GRADE 60 UNCOATED REINFORCEMENT

2. SPLICE LENGTHS GIVEN ABOVE ARE TO BE USED

UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS.

TOP BARS

LAP LENGTH (CLASS B SPLICE)

2'-0"

2'-8"

3'-4"

4'-0"

5'-10"

6'-8"

7'-6"

8'-6"

9'-6"

1'-7"

2'-0"

2'-7"

3'-1"

4'-6"

5'-2"

5'-10"

6'-6"

7'-3"

OTHER BARS

REBAR MINIMUM TENSION DEVELOPMENT & LAP LENGTHS

MAXIMUM BAR SPACING AT NON-CONTACT LAPS:

BAR SIZE

#10

#11

DETAIL A

TYPNTS

STANDARD REINFORCEMENT DETAILS

GENERAL CONDITIONS

1. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE MECHANICAL, CIVIL, ELECTRICAL, HVAC, AND SHOP DRAWINGS AND SPECIFICATIONS.

2. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW

ALL FIELD CONDITIONS THAT MAY AFFECT THE WORK DEPICTED ON THE DRAWINGS. SHOULD

DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN

ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE WORK.

3. FOR ALL ITEMS EMBEDDED IN OR PASSING THROUGH CONCRETE, THE CONTRACTOR SHALL

INITIALLY REFER TO MECHANICAL, HVAC, AND PLUMBING DRAWINGS FOR TYPE, SIZE, LOCATION, AND SPECIAL INSTALLATION REQUIREMENTS FOR THESE ITEMS.

4. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT EXISTING STRUCTURES

FROM DAMAGE WHEN WORKING IN AND AROUND EXISTING STRUCTURES PERFORMING WORK

SUCH AS DEMOLITION, FOUNDATION EXCAVATIONS, AND OTHERS.

5. SIZE AND LOCATION OF EQUIPMENT PADS AND ANCHOR BOLTS SHALL BE PER EQUIPMENT

MANUFACTURER'S REQUIREMENTS.

6. ANY CONSTRUCTION EQUIPMENT THAT MAY INDUCE VIBRATION TO THE STRUCTURE SHALL BE

ADEQUATELY ISOLATED FROM THE STRUCTURE.

7. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL

BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT

WHERE A DIFFERENT DETAIL IS SHOWN.

DESIGN CRITERIA

BUILDING CODES AND REFERENCES:

1. 2023 FLORIDA BUILDING CODE (FBC) EIGHT EDITION

2. REINFORCED CONCRETE: ACI 318-19 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE"

3. LIVE LOADS:

WETWELL TOP SLAB 300 PSF & AASHTO H-20

(NON-CONCURRENT)

4. WIND DESIGN CRITERIA:

RISK CATEGORY III

ULTIMATE DESIGN WIND SPEED, VULT 146 MPH

NOMINAL DESIGN WIND SPEED, VASD 113 MPH

EXPOSURE CATEGORY D

FOUNDATIONS

GEOTECHNICAL REPORT:

1. SUBSURFACE EXPLORATION "GEOTECHNICAL INVESTIGATION, PROPOSED DAYTONA LIFT STATION

#45, FLAGG STREET, DAYTONA BEACH, VOLUSIA COUNTY, FLORIDA" PREPARED BY ANDREYEV

ENGINEERING, INC. PROJECT NO. GPGT-24-048, DATED JUNE 20, 2024. ANY INTERPRETATION OF

THE CONTENTS OF THE GEOTECHNICAL REPORT IS THE RESPONSIBILITY OF THE CONTRACTOR.

CONCRETE (CAST-IN-PLACE)

1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318

REQUIREMENTS.

2. ALL CONCRETE SHALL BE AIR-ENTRAINED WITH A MINIMUM OF 4,000 PSI COMPRESSIVE STRENGTH

AT 28 DAYS UNLESS OTHERWISE NOTED.

3. WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494.

4. ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING METHOD AS SOON AS FINISHING IS

COMPLETED OR FORMS ARE REMOVED.

5. ALL EXPOSED CORNERS SHALL HAVE A MINIMUM CHAMFER OF 3/4" UNLESS OTHERWISE NOTED.

6. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE LOCATIONS OF

CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE DRAWINGS.

REINFORCING STEEL

1. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS. WELDED WIRE

FABRIC SHALL CONFORM TO ASTM A315 REQUIREMENTS. ALL ACCESSORIES SHALL BE IN

CONFORMANCE WITH ACI 315 REQUIREMENTS.

2. REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS OTHERWISE NOTED:

a. CONCRETE CAST AGAINST EARTH 3"

b. FORMED SURFACE IN CONTACT WITH SOIL, SEWAGE, 2"

WATER OR EXPOSED TO WEATHER

3. LAP SPLICES SHALL BE AS SHOWN ON THE DRAWINGS. FOR LAP SPLICES NOT SHOWN ON THE

DRAWINGS, THE CONTRACTOR SHALL OBTAIN ENGINEERS APPROVAL.

4. THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND SCHEDULES IN CONFORMANCE

WITH ACI 315 REQUIREMENTS.

ALUMINUM

1. ALUMINUM DESIGN, DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE LATEST

EDITION OF THE ALUMINUM DESIGN MANUAL.

2. ALUMINUM IN CONTACT WITH OR EMBEDDED IN CONCRETE OR MASONRY SURFACES SHALL BE

COATED WITH A HEAVY COATING OF ALKALI RESISTANT BITUMINOUS PAINT.

3. ALL BOLTS USED IN CONNECTIONS WITH ALUMINUM MEMBERS SHALL BE STAINLESS STEEL TYPE

316, UNLESS NOTED OTHERWISE.

4. ALL WELDING OF ALUMINUM STRUCTURES SHALL CONFORM TO "STRUCTURAL WELDING CODE -

ALUMINUM", AWS D1.2, LATEST EDITION.

ADHESIVE ANCHORS

1. ALL ANCHORS AND REINFORCEMENT DOWELS TO BE INSERETED INTO DRILLED HOLESS FILLED

WITH TWO-PART EPOXY ADHESIVE IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED

INSTALLATION INSTRUCTIONS. THE FOLLOWING ADHESIVE SYSTEMS ARE ACCEPTABLE:

· HILT HIT-RE 500 V3 BY HILTI CORPORATION

· HILTI HIT HY-200 V3 BY HILTI CORPORATION

· SET-XP BY SIMPSON STRONG-TIE

· PURE 110+ BY DEWALT

FLOTATION CONSIDERATION

1. STRUCTURES WERE DESIGNED TO BE NON-BUOYANT AFTER THEY ARE PLACED INTO OPERATION.

THEREFORE THE STRUCTURES MAY BE BUOYANT DURING CONSTRUCTION. GENERAL

CONTRACTOR SHALL PROTECT ALL STRUCTURES FROM FLOTATION DURING CONSTRUCTION

REGARDLESS OF GROUND WATER LEVELS UNTIL STRUCTURES ARE PLACED INTO OPERATION.

CAISSON CONSTRUCTION NOTES:

CONSTRUCTION SHOWN IN THE DRAWINGS ILLUSTRATES THE STRUCTURAL DESIGN OF A CONCRETE

CAISSON LIFT STATION WET WELL. THIS DESIGN HAS BEEN INCLUDED TO INDICATE MINIMUM

STRUCTURAL DESIGN REQUIREMENTS FOR A CONCRETE CAISSON. THE ENGINEER MAKES NO

REPRESENTATION AS TO THE SUITABILITY OF THE SITE AND SUBSURFACE CONDITIONS TO INSTALL THE PUMP STATION USING THE "CAISSON SINKING TECHNIQUE." THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER INDICATING THE SEQUENCE OF OPERATIONS FOR THIS TYPE OF

CONSTRUCTION. THE ENGINEER MAY REVISE THE STRUCTURAL DESIGN UPON THIS SUBMITTAL.

CAISSON CONSTRUCTION TOLERANCES: (EXTERIOR WALLS)

· MAXIMUM ACCEPTABLE DEVIATION OF CAISSON FROM VERTICAL IS 1 INCH IN 5 FEET.

· MAXIMUM ACCEPTABLE HORIZONTAL DEVIATION FROM DESIGN LOCATION OF CENTER

OF CAISSON AT GROUND SURFACE IS 6 INCHES.

· INSTALL ELEVATION OF BASE OF CAISSON STRUCTURE EQUAL TO OR LOWER THAN

ELEVATION SHOWN ON DRAWINGS.

TOLERANCES DEFINED ARE ONLY ACCEPTABLE PROVIDED THAT THE CONTRACTOR CAN ADJUST

PIPING, MECHANICAL, AND ELECTRICAL COMPONENTS TO RESOLVE DEVIATION FROM PLUMBNESS AND HORIZONTAL OR VERTICAL LOCATION AS APPROVED BY THE ENGINEER. ADJUSTMENTS MUST BE MADE WITHOUT ADVERSELY AFFECTING OPERATION OR MAINTENANCE OF PUMP STATION AND SHALL BE

ACCEPTABLE TO THE PROJECT ENGINEER OF RECORD.

CAISSON SINKING PROCEDURE:

THE CONTRACTOR SHALL EVALUATE THE SUITABILITY OF THE SUBSURFACE CONDITIONS TO THE

CAISSON SINKING PROCEDURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING,

CONSTRUCTING, AND MAINTAINING SAFE EXCAVATIONS, GROUNDWATER CONTROL, AND PROTECTING EXISTING STRUCTURES IN THE VICINITY FROM ADVERSE EFFECTS RESULTING FROM CONSTRUCTION, INCLUDING SETTLEMENT OF ADJACENT STRUCTURES RESULTING FROM DEPLETED GROUNDWATER

LEVELS.

THE FOLLOWING IS A GENERALIZED PROCEDURE ASSUMED FOR STRUCTURAL DESIGN PURPOSES

ONLY.

1. PLACE AND SINK CAISSON WALL IN SECTIONS.

2. WHEN BOTTOM OF THE CAISSON REACHES ITS PROPOSED ELEVATION, INSTALL GRAVEL

DRAINAGE BED AND INTERIOR DEWATERING PIPES.

3. TREMIE SEAL SLAB (WITH DEWATERING WELLS OFF). CURE AND SEAL SLAB FOR MINIMUM OF 7-DAYS. INTERIOR AND EXTERIOR GROUNDWATER LEVELS SHALL BE MAINTAINED EQUAL DURING

TREMIE PLACEMENT AND DURING CURE PERIOD.

4. DEWATER INSIDE CAISSON WHILE CONTINUOUSLY DEWATERING GRAVEL DRAINAGE BED. INSIDE

GROUNDWATER SHALL BE DEWATERED TO BELOW THE TREMIE SLAB.

5. PREPARE CONCRETE SURFACES, INSTALL STRUCTURAL SLAB, CURE FOR MINIMUM OF 7 DAYS.

MAINTAIN GRAVEL DRAINAGE BED DEWATERING.

6. TERMINATE GRAVEL DRAINAGE BED DEWATERING, PLUG AND GROUT/SEAL DEWATERING PIPES.

GENERAL STRUCTURAL NOTES STRUCTURAL ABBREVIATIONS

& AND

@ AT

# NUMBER

ADDTL ADDITIONAL

ALUM ALUMINUM

AEWS AUTOMATIC END

WELDED STUD(S)

ALT ALTERNATE

APROX APPROXIMATE(LY)

BLD BUILDING

BM BEAM

BOT BOTTOM

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY

UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

DIA DIAMETER

DIM DIMENSION

DEG DEGREE(S)

DO DITTO

DWG DRAWING

DWL DOWEL(S)

(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMBED EMBEDMENT

EOC EDGE OF CONCRETE

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

FE FIRE EXTINGUISHER

FF FAR FACE, FINISHED

FLOOR

FG FINISHED GRADE

FRP FIBER REINFORCED

PLASTIC

FT FOOT

FTG FOOTING

FV FIELD VERIFY

GA GAGE

GALV GALVANIZED

GYP GYPSUM BOARD

HK HOOK

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL

SECTION

HP HIGH POINT

ID INSIDE DIAMETER

IF INSIDE FACE

JT JOINT

LB(S) POUND(S)

LONG LONGITUDINAL

LP LOW POINT

MANUF MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OH OPPOSITE HAND

OPNG OPENING

PCS PIECES

PEMB PRE-ENGINEERED

METAL BUILDING

PERP PERPENDICULAR

PL PLATE

PLF POUND PER LINEAR

FOOT

PT PRESSURE TREATED

PROJ PROJECTION

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PVC POLYVINYL CHLORIDE

R RADIUS

REINF REINFORCING

REQD REQUIRED

RO ROUGH OPENING

SCHED SCHEDULE(D)

SIM SIMILAR

SJ SAWCUT JOINT

SMS SHEET METAL SCREW

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

T/ TOP OF

TB TIE BEAM

T&B TOP AND BOTTOM

THK THICK

THRU THROUGH

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED

OTHERWISE

VERT VERTICAL

WT WEIGHT

WWF WELDED WIRE FABRIC

DWG. NODWG. NO. OF

SECTION VIEW

SECTION NO. DETAIL NO.

ELEVATION TAGT/SLAB

EL.0.00

COLUMN OR WALL LINE TAG

BUILDING SECTION

INDICATOR DETAIL

INDICATOR

SYMBOLS APPLY TO "S" SHEETS ONLY

EARTH FILL

UNDISTURBED EARTH

GROUT OR SAND (AS NOTED)

COMPACTED GRANULAR FILL

CONCRETE

DEMOLITION

EXISTING

CONCRETE

STEEL

STRUCTURAL LEGEND APPLIES TO "S" SHEETS ONLY

SYMBOLS

LEGEND

S00

INDICATES DETAIL SECTION

CUT (WHERE SHOWN)

METAL GRATING PRECAST CONCRETE

1 2 3 4 5 6 7 8

044787.002

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1320 WILFRED DRIVE

ORLANDO, FL 32803

PH: 407.219.4454

WEKIVA PROK. NO. 24-242

Sheet S-1

U C

L N

S, AB

O N

S, A

N D

WET WELL

R 5'

-0

INFLUENT PIPE PER

ORIGINAL CONTRACT

DRAWINGS

R6'- 0"

ADD (2)#7 BARS T&B, TYP 4 SIDES OF HATCH

OPENING. EACH BAR TO EXTEND A MINIMUM

OF 42" PAST OPENING. IF 42" CANNOT WHERE

DEVELOPMENT LENGTH CANT BE ACHIEVED,

PROVIDE 180° HOOK, TYP

48"x72" ALUMINUM

HATCH W/ FALL

PROTECTION

(COORDINATE LOCATION

W/ PUMP MFR)

12" THICK PAD W/

#5@12" EW, T&B

1/2" EXP JT MATL W/

BACKER ROD AND

SEALANT, TYP C

S-3

T/12" THICK SLAB

EL. 9.50

ADD (2)#4@3" x 48"

DIAGONAL BARS

T&B, (INNERMOST

LAYER) TYP

6'-0"

'-0

T/12" THICK SLAB

EL. REFER TO "C" SHEETS

MIN

10'-0"

1'-0"1'-0"

1' -0

-2

'-4

T/SLAB EL 9.50

'-6

INVERT EL ± (-)6.70

T/SLAB EL. (-)14.00

S-2

1/2" EXP JT MATL

W/ BACKER ROD

AND SEALANT

PIPE PENETRATION

PER "M" DWGS

EXTERIOR COATING EW-1

AQUAPOXY 10 MIL DRY DFT,

2-COATS AT 5 MIL EACH

(RED, BLACK)

PROVIDE SUREGRIP LINING

SYSTEM (2MM)BY AGRU ON ALL

INTERIOR SURFACES OF THE

STRUCTURE EXCLUDING THE

BOTTOM SLAB; REPAIR ALL

DAMAGED AREAS PER THE

MANUFACTURER'S WRITTEN

INSTRUCTION WHERE DAMAGE

OCCURS DURING CAISSON

CONSTRUCTION

VENT PIPE PER "M"

DWGS

1' -0

COORDINATE

PENETRATIONS SO THAT

NO CONFLICTS EXISTS AT

RISER JOINTS

S-3

JOINT GASKETS IN ACCORDANCE

TO ASTM C443, TYP

RISER CONNECTION PLATE,

SEE NOTE 1. PROVIDE AT ALL

RISER JOINTS, TYP

PRECAST CONCRETE MANHOLE RISERS

IN ACCORDANCE WITH ASTM C478, TYP

(RISER DESIGN PER PRECAST MFR)

9' -0

FINISHED GRADE

PER "C" DWGS

REINF PER PLAN

WELL-COMPACTED

SUBGRADE,

REFER TO NOTE 4

PROVIDE CONCRETE

GROUT FILLET AS

REQUIRED BY THE PUMP

MANUF

RISER PIPE PER

"M" DWGS

2' -0

-0

2' -0

-1 1"

CONCRETE GROUT

FILLET PER

"M" DRAWINGS AND

PUMP MANUF, TYP

1' -6

#57 STONE FILL, 24" MIN

9' -0

CAISSON NOTES:

1. RISER CONNECTION PLATE, PROVIDE (5) PLATES

EQUALLY SPACED AROUND EACH RISER JOINT.

COORDINATE RISER HEIGHTS AND RISER PLATE

CONNECTIONS WITH PIPE PENETRATIONS SO THAT

NO CONFLICTS EXIST.

2. KEYWAYS SHALL BE CLEANED AND INSPECTED

PRIOR TO TREMIE SLAB POUR TO ENSURE THEY ARE

FREE OF ALL DIRT AND OTHER MATERIAL.

3. REFER TO CAISSON CONSTRUCTION NOTES ON

SHEET S-1.

SIKA HYDROTITE HYDROPHILIC

WATERSTOP OR APPROVED

EQUAL, CONT 360 DEG

DRILL AND EPOXY

#6 AT 24" OC (GRID) W/

9" MIN EMBED

12"

24"

RISER CONNECTION PLATE,

SEE NOTE 1. PROVIDE AT ALL

RISER JOINTS, TYP D

S-3

EXTERIOR COATING PER SECTION

SECTION 1 / S-2, TYP

3000 PSI

TREMIE SLAB

INTERIOR LINING PER SECTION

1/ S-02 (TO BE PROVIDED

ABOVE BASE SLAB ONLY)

1' -2

SLAB REINF: #6AT8"

T&B, EW, TYP

DETAIL A

S-21/2"=1'-0"

CAISSON CONSTRUCTION (TREMIE WET WELL INSTALLATION)

DRILL & EPOXY #5 RADIAL

DWLS @ 12" OC, 360 DEG,

W/ 3 1/2" EMBED, L=38"

Sheet S-2

N P

, S

D D

LIFT STATION - TOP PLAN

1/2"=1'-0"

PLAN

SECTION 1

S-21/2"=1'-0"

NOTES:

1. REFER TO "C" DRAWINGS FOR LOCATION AND ELEVATIONS OF SLABS. PONDING, IE.

"BIRD BATHS" WILL NOT BE ACCEPTABLE AT SLABS.

2. PIPING AND EQUIPMENT SHOWN IS FOR DIAGRAMMATIC PURPOSES ONLY. REFER TO

"M" DWGS FOR ALL PIPE AND EQUIPMENT.

3. ALL CONCRETE SLABS SHALL BE CAST OVER COMPACTED SUBGRADE IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

4. THE UPPER 1 FOOT OF THE GRANULAR MATERIAL SHALL BE COMPACTED TO 95

PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D1557.

1 2 3 4 5 6 7 8

044787.002

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JUNE 2025

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1320 WILFRED DRIVE

ORLANDO, FL 32803

PH: 407.219.4454

WEKIVA PROK. NO. 24-242

2" 1'

-0

4"21

2"11 4"

PL 3/8"x5"x1'-4"

21 2"

DETAIL D

S-21"=1'-0"

PRECAST RISER SECTION CONNECTION FOR CAISSION CONSTRUCTION

NOTES:

1. STEEL RISER CONNECTION PLATES SHALL BE INSTALLED PRIOR TO SINKING

EACH CAISSON SECTION.

2. COORDINATE RISER CONNECTION PLATES WITH PIPE PENETRATIONS SO THAT

NO CONFLICTS EXIST.

3. CONFIRM PLATE DIMENSION W/ THE RISER PRECASTER JOINT GEOMETRY

PRIOR TO FABRICATION.

1'- 0"

TYPCLASS "B"

TENSION LAP

TYP

NOTE: WHERE OPENING IS

WITHIN 4'-0" OF BASE SLAB

PROVIDE MATCHING DOWELS

FOR ADD BARS

CLASS "B"

TENSION LAP

TYP

NOTE: WHERE OPENING IS

WITHIN 4'-0" OF BASE SLAB

PROVIDE MATCHING

DOWELS FOR ADD BARS

DETAIL A

TYPNTS

REINF AT RECTANGULAR OPENINGS GREATER THAN 12"

DETAIL B

TYPNTS

REINF AT CIRCULAR OPENINGS GREATER THAN 12"

INTERRUPTED BARS

(2) #4x4'-0" AT 4"

EF, TYP (INNER

MOST LAYER)

AREA EQUAL TO

50% OF

INTERRUPTED

BARS EACH

SIDE

AREA EQUAL TO 50%

OF INTERRUPTED

BARS EACH SIDE

INTERRUPTED BARS

(2) #4x4'-0" AT 4" EF, TYP (INNER MOST

LAYER) TYP

DETAIL C

S-2NTS

EXPANSION JOINT AT SLABS (NON-LIQUID CONTAINING)

CONT BACKER ROD

PREMOLDED EXPANSION

JOINT FILLER MATERIAL

VERTICAL AND/OR

HORIZONTAL SURFACE

(WHERE OCCURS)

1/2", UON

CONT FLEXIBLE JOINT SEALANT

PRECAST WALL RISER

1/2" DIA. SS TYPE 316

ADHESIVE ANCHOR W/

4" MIN EMBED, TYP

1 2 3 4 5 6 7 8

044787.002

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1320 WILFRED DRIVE

ORLANDO, FL 32803

PH: 407.219.4454

WEKIVA PROK. NO. 24-242

Sheet S-3

R E

D A

T E

E P

E M

E N

T C

O F

D A

N A

B E

A C

LS DESIGN

44787.002

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MAY 2025

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Registered Eng 70837

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N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

Sheet E-1

S, S

N S

\U se rs

\s re ye s\

El ec tri ca l D es ig n

As so ci at es \A

E- O

D oc um en ts \H al ff\

D ay to na

L S

_B id \d w g\

E-

.d w g, /2 1/

D A

T E

E P

E M

E N

T C

O F

D A

N A

B E

A C

LS DESIGN

44787.002

WCN

SDV

MJC

MAY 2025

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

MICHAEL J. CAHILL, PE

Registered Eng 70837

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

Sheet E-2

\U se rs

\s re ye s\

El ec tri ca l D es ig n

As so ci at es \A

E- O

D oc um en ts \H al ff\

D ay to na

L S

_B id \d w g\

E-

.d w g, /2 1/

1 2 3 4 5 6 7 8

R E

D A

T E

E P

E M

E N

T C

O F

D A

N A

B E

A C

LS DESIGN

44787.002

WCN

SDV

MJC

MAY 2025

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

MICHAEL J. CAHILL, PE

Registered Eng 70837

N o rt h

S in cl ai r A ve

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A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

Sheet E-3

\U se rs

\s re ye s\

El ec tri ca l D es ig n

As so ci at es \A

E- O

D oc um en ts \H al ff\

D ay to na

L S

_B id \d w g\

E-

.d w g, /2 1/

D A

T E

E P

E M

E N

T C

O F

D A

N A

B E

A C

LS DESIGN

44787.002

WCN

SDV

MJC

MAY 2025

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

MICHAEL J. CAHILL, PE

Registered Eng 70837

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

Sheet E-4

E D

\U se rs

\s re ye s\

El ec tri ca l D es ig n

As so ci at es \A

E- O

D oc um en ts \H al ff\

D ay to na

L S

_B id \d w g\

E-

.d w g, /2 1/

D A

T E

E P

E M

E N

T C

O F

D A

N A

B E

A C

LS DESIGN

44787.002

WCN

SDV

MJC

MAY 2025

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

MICHAEL J. CAHILL, PE

Registered Eng 70837

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

Sheet E-5

\U se rs

\s re ye s\

El ec tri ca l D es ig n

As so ci at es \A

E- O

D oc um en ts \H al ff\

D ay to na

L S

_B id \d w g\

E-

.d w g, /2 1/

D A

T E

E P

E M

E N

T C

O F

D A

N A

B E

A C

LS DESIGN

44787.002

WCN

SDV

MJC

MAY 2025

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

MICHAEL J. CAHILL, PE

Registered Eng 70837

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

Sheet E-6

\U se rs

\s re ye s\

El ec tri ca l D es ig n

As so ci at es \A

E- O

D oc um en ts \H al ff\

D ay to na

L S

_B id \d w g\

E-

.d w g, /2 1/

D A

T E

E P

E M

E N

T C

O F

D A

N A

B E

A C

LS DESIGN

44787.002

WCN

SDV

MJC

MAY 2025

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

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Registered Eng 70837

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A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

Sheet E-7

\U se rs

\s re ye s\

El ec tri ca l D es ig n

As so ci at es \A

E- O

D oc um en ts \H al ff\

D ay to na

L S

_B id \d w g\

E-

.d w g, /2 1/

D A

T E

E P

E M

E N

T C

O F

D A

N A

B E

A C

LS DESIGN

44787.002

WCN

SDV

MJC

MAY 2025

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

MICHAEL J. CAHILL, PE

Registered Eng 70837

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S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

Sheet E-8

\U se rs

\s re ye s\

El ec tri ca l D es ig n

As so ci at es \A

E- O

D oc um en ts \H al ff\

D ay to na

L S

_B id \d w g\

E-

.d w g, /2 1/

Sheets and Views

S-1,4 LS45-S-1

File details come from the government source that posted it. Updated Apr 20, 2026.