Bid_Set_Plans_-_Water_System_Upgrades_-_Green_Cove_Springs.pdf

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Attached to
SRF Water System Upgrades
Solicitation number
2026-04
Issued by
Miami-Dade County, Florida

About this file

Written by GovTribe AI ·

This document is a set of bid plans for water system upgrades in Green Cove Springs, Florida, prepared by CPH Consulting, LLC, a full-service architecture and engineering firm licensed by the State of Florida. The plans detail the City of Green Cove Springs' comprehensive water infrastructure improvements, including modifications to the Harbor Road Water Treatment Plant (WTP) and Reynolds WTP, upgrades to elevated storage tanks, pump replacements, and associated piping and control systems throughout the municipal water distribution network. The base bid scope includes removal and replacement of two Jockey Pumps (400 gpm @ 196 ft TDH, 85 psig) and three High Service Pumps (1,200 gpm @ 196 ft TDH, 85 psig) to increase service pressure to Magnolia Point; valving modifications at Magnolia Point Loop Control Stations 1 and 2 to replace hydraulic control valves with motor-operated butterfly valves; replacement of hydraulic altitude valves at Harbor Road and Bonaventure elevated storage tanks with motor-operated butterfly valves; and associated electrical and instrumentation improvements. Additive Alternate 1 includes construction of a 200,000-gallon Ground Storage Tank 3 with conventional tray aerator to increase Harbor Road WTP storage capacity to 600,000 gallons. Additive Alternate 2 involves construction of two 10,000-gallon hydropneumatic tanks with air compressor. The comprehensive plans encompass site layouts, demolition plans, process flow diagrams, hydraulic profiles, detailed mechanical sections, and specifications for pipe materials, fittings, harnessing requirements, and installation standards.

The plans do not specify pricing terms, set-asides, incumbent contractors, or funding sources within the document itself, as this is a technical design document rather than a solicitation or contract award notice. The plans are digitally signed and sealed by Professional Engineers Jason R. Shepler, P.E. and Frank Wells, P.E., ensuring compliance with Florida engineering standards and regulations. The design encompasses multiple water system components across Harbor Road WTP, Reynolds WTP, Magnolia Point Control Stations 1 and 2, Bonaventure WTP, and the broader Green Cove Springs water distribution utility service area, with detailed specifications for raw and treated water piping, hypochlorination systems, ground storage tanks, and control instrumentation necessary to support the city's water service improvements.

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PROJECT

LOCATION

580 Wells Road Orange Park, FL 32073

Ph: 904.278.0030 www.cphcorp.com Building Stronger

Communities Together

CPH Consulting, LLC A Full Service A&E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect No. AA26000926 Landscape No. LC000298 j:\ or an ge pa rk

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THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY:

JASON R. SHEPLER P.E.

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:

FRANK WELLS P.E.

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.

www.cphcorp.com

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1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

U G

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G E

U G

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G E

U G

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www.cphcorp.com

C

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

.2

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

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St at e of

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Li ce ns es

En gi ne er N o.

Su rv ey or

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L B

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A

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0:

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S.R. 16 www.cphcorp.com

C

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

.2

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

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Pl an s Pr ep ar ed B y:

St at e of

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Li ce ns es

En gi ne er N o.

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A

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La nd sc ap e

N o.

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P

M , J ef f.A

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

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Pl an s Pr ep ar ed B y:

St at e of

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Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

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A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

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Sh t C

3.

0.

dw g, /1

7/

:4 1:

P

M , J ef f.A

M

1/2" H

YPO1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" HYPO 1/2" HYPO 1/2" HYPO

1/2" HYPO

1/2" HYPO

1/2" HYPO

1/2" HYPO

1/2" HYPO

1/2" HYPO 1/2" HYPO 1/2" HYPO

1/2" HYPO

1/2" HYPO

1/2" HYPO

1/2" HYPO

1/2" HYPO1/2" HYPO1/2" HYPO1/2" HYPO1/2" HYPO

1/2" HYPO1/2" HYPO1/2" HYPO1/2" HYPO1/2" HYPO1/2" HYPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

1/2" H

YPO

www.cphcorp.com

C

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

.2

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

A

E F irm

Pl an s Pr ep ar ed B y:

St at e of

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En gi ne er N o.

Su rv ey or

N o.

L B

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A

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La nd sc ap e

N o.

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1.

1.

dw g, /1

7/

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P

M , J ef f.A

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

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F ul l S er vi ce

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Pl an s Pr ep ar ed B y:

St at e of

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En gi ne er N o.

Su rv ey or

N o.

L B

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A

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La nd sc ap e

N o.

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1.

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7/

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P

M , J ef f.A

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W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

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PH

C on su lti ng , L

LC

A

F ul l S er vi ce

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Pl an s Pr ep ar ed B y:

St at e of

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En gi ne er N o.

Su rv ey or

N o.

L B

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A

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La nd sc ap e

N o.

L C j:\ or an ge pa rk

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2.

dw g, /1

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P

M , J ef f.A

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W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

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Pl an s Pr ep ar ed B y:

St at e of

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Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

A rc hi te ct . N o.

A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

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\8 w at er s ys te m u pg ra de s\

D es ig n\

Sh t D

2.

3.

dw g, /1

7/

:4 2:

P

M , J ef f.A

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W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

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PH

C on su lti ng , L

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F ul l S er vi ce

A

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Pl an s Pr ep ar ed B y:

St at e of

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Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

A rc hi te ct . N o.

A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

\c ad fi le s\ gr ee n co ve s pr in gs

\8 w at er s ys te m u pg ra de s\

D es ig n\

Sh t D

2.

4.

dw g, /1

7/

:4 2:

P

M , J ef f.A

1/2" H

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C

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

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B u il d in g

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PH

C on su lti ng , L

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L B

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A

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P M

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W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

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PH

C on su lti ng , L

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L B

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A

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P M

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www.cphcorp.com

C

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

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Pl an s Pr ep ar ed B y:

St at e of

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Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

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A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

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4.

1.

dw g, /1

7/

:4 3:

P

M , J ef f.A

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

.2

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

A

E F irm

Pl an s Pr ep ar ed B y:

St at e of

F lo rid a

Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

A rc hi te ct . N o.

A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

\c ad fi le s\ gr ee n co ve s pr in gs

\8 w at er s ys te m u pg ra de s\

D es ig n\

Sh t D

4.

2.

dw g, /1

7/

:4 3:

P

M , J ef f.A

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

A

E F irm

Pl an s Pr ep ar ed B y:

St at e of

F lo rid a

Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

A rc hi te ct . N o.

A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

\c ad fi le s\ gr ee n co ve s pr in gs

\8 w at er s ys te m u pg ra de s\

D es ig n\

Sh t D

5.

1.

dw g, /1

7/

:4 4:

P

M , J ef f.A

S.R. 16

C

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

.2

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

A

E F irm

Pl an s Pr ep ar ed B y:

St at e of

F lo rid a

Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

A rc hi te ct . N o.

A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

\c ad fi le s\ gr ee n co ve s pr in gs

\8 w at er s ys te m u pg ra de s\

D es ig n\

Sh t D

9.

1.

dw g, /1

7/

:4 4:

P

M , J ef f.A

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

.2

.0

B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

A

E F irm

Pl an s Pr ep ar ed B y:

St at e of

F lo rid a

Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

A rc hi te ct . N o.

A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

\c ad fi le s\ gr ee n co ve s pr in gs

\8 w at er s ys te m u pg ra de s\

D es ig n\

Sh t D

9.

Th ru

D 9.

3.

dw g, /1 7/

:4

4:

P M

, J ef f.A

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

.2

.0

B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

A

E F irm

Pl an s Pr ep ar ed B y:

St at e of

F lo rid a

Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

A rc hi te ct . N o.

A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

\c ad fi le s\ gr ee n co ve s pr in gs

\8 w at er s ys te m u pg ra de s\

D es ig n\

Sh t D

9.

Th ru

D 9.

3.

dw g, /1 7/

:4

4:

P M

, J ef f.A

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

.2

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B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

A

E F irm

Pl an s Pr ep ar ed B y:

St at e of

F lo rid a

Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

A rc hi te ct . N o.

A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

\c ad fi le s\ gr ee n co ve s pr in gs

\8 w at er s ys te m u pg ra de s\

D es ig n\

Sh t D

.1

.d w g, /1 7/

:4

4:

P M

, J ef f.A

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

.2

.0

B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

A

E F irm

Pl an s Pr ep ar ed B y:

St at e of

F lo rid a

Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

A rc hi te ct . N o.

A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

\c ad fi le s\ gr ee n co ve s pr in gs

\8 w at er s ys te m u pg ra de s\

D es ig n\

Sh t D

.2

T hr u D

.3

.d w g, /1 7/

:4

5:

P M

, J ef f.A

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

.2

.0

B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

A

E F irm

Pl an s Pr ep ar ed B y:

St at e of

F lo rid a

Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

A rc hi te ct . N o.

A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

\c ad fi le s\ gr ee n co ve s pr in gs

\8 w at er s ys te m u pg ra de s\

D es ig n\

Sh t D

.2

T hr u D

.3

.d w g, /1 7/

:4

5:

P M

, J ef f.A

S.R. 16 / IDLEWILD AVE

S.R. 16 / IDLEWILD AVE

www.cphcorp.com

C

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

.2

.0

B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

A

E F irm

Pl an s Pr ep ar ed B y:

St at e of

F lo rid a

Li ce ns es

En gi ne er N o.

Su rv ey or

N o.

L B

A rc hi te ct . N o.

A

A

La nd sc ap e

N o.

L C j:\ or an ge pa rk

\c ad fi le s\ gr ee n co ve s pr in gs

\8 w at er s ys te m u pg ra de s\

D es ig n\

Sh t D

.4

.d w g, /1 7/

:4

5:

P M

, J ef f.A

0-

W el ls

R oa d O ra ng e Pa rk , F

L

Ph : 9

.2

.0

B u il d in g

S tr o n g e r C o m m u n it ie s T o g e th e r

C

PH

C on su lti ng , L

LC

A

F ul l S er vi ce

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THREADED ROD SCHEDULE

PIPE

SIZE

REQUIRED TIE QUANTITY FOR

DESIGN PRESSURE

THREADED

ROD SIZE,

INCHES

TAB

THICKNESS,

INCHES

50 PSI 100 PSI 150 PSI 200 PSI 250 PSI

3 2 2 2 2 2 5/8 1/2

4 2 2 2 2 2 5/8 1/2

6 2 2 2 2 2 5/8 3/4

8 2 2 2 3 3 5/8 3/4

10 2 2 2 3 3 3/4 1

12 2 2 2 3 3 7/8 1

14 2 2 2 3 3 1 1

16 2 2 2 3 4 1 1

18 2 2 3 4 5 1 1

20 2 3 4 5 6 1 1

24 2 3 5 6 9 1 1

30 2 3 5 6 9 1 1/4 1 1/4

36 3 5 7 9 12 1 1/4 1 1/4

42 3 6 9 12 16 1 1/4 1 1/4

48 3 6 8 11 15 1 1/2 1 3/4

54 4 7 10 14 18 1 1/2 1 3/4

60 5 9 13 17 23 1 1/2 1 3/4

64/66 4 8 11 15 20 1 3/4 2

72 5 9 13 18 24 1 3/4 2

1. THREADED RODS FOR ALL PIPE DIAMETERS SHALL BE ASTM A193 (GRADE B7).

2. ALL TABS SHALL BE ASTM A36 STEEL.

3. ASTM A193 (GRADE B7) RODS SHALL BE LABELED AND BUNDLED SEPARATELY.

4. THIS SCHEDULE SHALL APPLY FOR HARNESSED FLANGED ADAPTERS, HARNESSED FLEXIBLE

COUPLINGS AND ALL MECHANICAL JOINT COUPLINGS, SLEEVES ETC. THAT ARE REQUIRED TO BE

HARNESSED.

5. RODS THREADED AT ENDS (INCLUDING NUTS) SHALL BE EQUALLY SPACED AROUND PIPE BETWEEN ALL MECHANICAL JOINT FITTINGS (TEE, VALVES, BEND, PLUG, ETC.) OR AS OTHERWISE SHOWN ON

THE CONTRACT DRAWINGS. THREADED RODS SHALL BE AS SHOWN IN THE THREADED ROD

SCHEDULE. SEE NOTE 6.

6. RODS, NUTS, ETC., IN CONTACT WITH SOIL SHALL BE PAINTED WITH TWO COATS COAL TAR (MIN 26

DRY MIL THICKNESS) TNEMEC 46-465 HI-BUILD OR EQUAL.

STEEL TAB

1/8" 1"

PIPE OR FLANGE

SHROUD OD

STEEL TAB THK

SEE THREADED

ROD SCHEDULE

HOLE DIAMETER

SEE THREADED

ROD SCHEDULE

TH

IC

KN

ES

S

VA

RI

ES

1"

1"

1/ 2"

NOTE:

ALL FLANGED COUPLING ADAPTERS SHALL BE HARNESSED AND BACK BOLTED

TO PREVENT MOVEMENT IN EITHER DIRECTION. SEE THREADED ROD SCHEDULE

FOR ROD DIAMETER, MATERIAL AND STEEL TAB THICKNESS.

THREADED RODS, TYP

LENGTH AS REQD

STEEL TABS, TYP

FLG x PE PIECE, LENGTH AS REQD

FLANGED COUPLING

ADAPTER

BACKING BOLTS, TYP

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Sheets and Views
G1 Cover
G2 Sheet Index & Signature Sheet
G3 General Notes, Abbreviations & Legend
G4 Water System Overall Location Map
G5 Harbor RD WTP - Process Flow Diagram & Hydraulic Profile
G6 Harbor RD WTP - Process Flow Diagram & Hydraulic Profile
G7 Reynolds WTP - Existing Process Flow Diagram & Hydraulic Profile
G8 Reynolds WTP - Existing Process Flow Diagram & Hydraulic Profile
C1.0 Harbor Rd WTP - Overall Site Plan
C1.1 Harbor Rd WTP - Existing Site & Demolition Plan
C1.2 Harbor Rd WTP - Site Grading & Drainage Plan
C1.3 Harbor Rd WTP - Yard Piping Plan
C2.1 Reynolds WTP Site 2 - Existing Site Plan
C3.0 Site Details
D1.1 Harbor Rd WTP - GST 3 - Plan
D2.1 Harbor Rd WTP - H.S. Pump & Ops Bldg Exist. Mech & Demo Plan
D2.2 Harbor Rd WTP - H.S. Pump & Ops Bldg Exist. Mech & Demo Sections
D2.3 Harbor Rd WTP - H.S. Pump & Ops Bldg Modified Mech Plan
D2.4 Harbor Rd WTP - H.S. Pump & Ops Bldg Modified Mech Sections
D3.1 Harbor Rd WTP - Hydro Tanks Plan
D3.2 Harbor Rd WTP - Hydro Tanks Section & Details
D4.1 Harbor Rd WTP - EST Altitude Valve - Site & Demo Plan
D4.2 Harbor Rd WTP - EST Altitude Valve - Section & Details
D5.1 Harbor Rd WTP - Hypo Feed System Modifications
D9.1 Reynolds WTP - EST Altitude Valve - Site & Demo Plan
D9.2 Reynolds WTP - EST Altitude Valve - Exist. Demo Plan & Section
D9.3 Reynolds WTP - EST Altitude Valve - Modified Plan & Section
D10.1 Magnolia Point Control Station 1 - Plan
D10.2 Magnolia Point Control Station 1-Exist. Mech Demo Plan & Section
D10.3 Magnolia Point Control Station 1 - Modified Mech Plan & Section
D10.4 Magnolia Point Control Station 2 - Plan
D10.5 Magnolia Point Control Station 2-Exist. Mech Demo Plan & Section
D10.6 Magnolia Point Control Station 2 - Modified Mech Plan & Section
D11.1 Bonaventure WTP - EST Altitude Valve - Existing Site & Demo Plan
D11.2 Bonaventure WTP - EST Altitude Valve - Section & Details
D12.1 GST Details
D12.2 GST Details
D12.3 GST Details
D12.4 GST Details
D12.5 Mechanical Details

File details come from the government source that posted it. Updated .