Addendum 1 _Combined.pdf

PDF 2 MB Posted Jan 30, 2026

Attached to: ITB - Lift Station 13 Rehabilitation
Solicitation number: PE-66960-NONST-2026-000000050
Issued by: Candler County, Georgia

About this file

Written by GovTribe AI · May 1, 2026

This is Addendum No. 1 to a Request for Bids issued by the City of St. Marys, Georgia for the LS #13 Rehabilitation project in St. Marys, Georgia. The project involves the rehabilitation of Lift Station 13, located at 1230 Douglas Drive (coordinates: 30.756249, -81.566672), with bids due by 2:00 P.M. local time on March 31, 2026. The addendum clarifies that pre-bid meeting attendance is not mandatory, confirms the project is federally funded and must meet Buy American Build American Act (BABAA) requirements, and provides updated sewer flow data indicating approximately 552 gallons per minute entering the existing lift station. Bidder questions must be submitted seven business days prior to the bid opening date, with addenda issued no later than seventy-two hours before the bid opening. The addendum removes Armorock polymer concrete as an alternate bid option and revises multiple contract documents and technical specifications, including drawing sheets C-101, C-301, C-303, and C-304, and sections covering precast concrete (03400), coatings (09900), protective lining for concrete (09980), and submersible wastewater lift station equipment and controls (11310).

The project specifications detail the construction of a new triplex submersible pump lift station with three pumps designed for a capacity of 2,480 gallons per minute at 122.9 feet of total dynamic head. Acceptable pump manufacturers include Grundfos, Xylem, or BABAA-approved equivalents, with motors rated for 480-volt, three-phase, 60-hertz service. The specifications require motors to meet IE3 efficiency standards, be Factory Mutual-approved for Class 1, Division 1, Group C & D hazardous areas, include proprietary monitoring and control units with thermal and moisture switches, and feature stainless steel and cast iron components protected by powder coating. Protective lining materials for concrete surfaces must be high-build epoxy systems with minimum dry film thicknesses of 125 mils, with approved manufacturers including Sherwin-Williams (Dura-Plate 6100), Protective Liner Systems (PerpetuCoat PLS-614), Warren Environmental (Warren 301-14), Tnemec (Epoxytec CPP Sprayable), or SpectraShield systems. All surface preparation, application, and quality control must be performed by manufacturer-approved applicators, with the contractor providing a minimum three-year warranty on workmanship and the manufacturer providing a minimum five-year warranty on products.

View the file

Other files

File	Type	Posted
Addendum 2 _Clarification.pdf	PDF	Jan 30, 2026
_CSAV250003 _ Advertisement for Bid.pdf	PDF	Jan 30, 2026
Addendum 3 _Clarification.pdf	PDF	Jan 30, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

ADDENDUM No. 1 To

L.S. #13 REHABILITATION

March 19, 2026

ST. MARYS, GEORGIA

Bids received until 2:00 P.M., Local Time, March 31, 2026

ACKNOWLEDGE RECEIPT OF THIS ADDENDUM BY INSERTING ITS NUMBER IN THE BID FORM.

THIS ADDENDUM FORMS A PART OF THE PROJECT DOCUMENTS. IT MODIFIES THEM AS FOLLOWS:

CLARIFICATIONS:

1. The Pre-Bid meeting attendance is to be known as NOT MANDATORY to bid on this project.

2. Reminder this project is Federally funded and must meet BABAA requirements.

3. The project site location address is:1230 Douglas Drive.

Site Coordinates: 30.756249, -81.566672

4. The sewer flow data coming into the existing LS #13 is approximately 552 gpm.

5. The time frame for submitting bidder questions is seven (7) business days prior to the bid opening date & the engineer will send out an addendum no later than seventy-two (72) hours prior to the bid opening date, as stated in Contract Documents Section 00200, Article 7 Interpretations and Addenda, Number 7.02.

6. Armorock polymer concrete will not be allowed as an alternate bid option for this project.

PLEASE CHANGE THE FOLLOWING CONTRACT DOUMENTS AND TECHNICAL

SPECIFICATIONS

1. Remove and replace sheets C-101, C-301, C-303, C-304 with the attached revised 3/17/2026 dated sheets.

2. SECTION 03400 – PRECAST CONCRETE: Delete this section and replace with new SECTION 03400 – PRECAST CONCRETE attached. Changed the wetwell lining product to see specification SECTION 09980 PROTECTIVE LINING FOR CONCRETE.

3. SECTION 09900 – COATINGS: Delete this section and replace with new SECTION 09900 – COATINGS attached. Removed the Concrete Immersion, Non-potable water products.

4. Add new SECTION 09980 – PROTECTIVE LINING FOR CONCRETE: see attached.

5. SECTION 11310 – SUBMERSIBLE WASTEWATER LIFT STATION: Delete this section and replace with new SECTION 11310 – SUBMERSIBLE WASTEWATER LIFT STATION attached.

END OF ADDENDUM No. 1

NOW OR FORMERLY LANDS OF

THE CITY OF ST. MARYS

DOUGLAS DRIVE

(60' R.O.W)

NOW OR FORMERLY LANDS OF

THE CITY OF ST. MARYS

DOUGLAS DRIVE

(60' R.O.W)

W N

B Y

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

This drawing is and shall remain the property of Goodwyn, Mills and Cawood, Inc. (GMC) and Goodwyn Mills Cawood LLC (GMC). Unauthorized use of any kind including use on other projects is prohibited. In the event that a conflict arises between the sealed drawings and the electronic files, the sealed drawings will govern.

D A

L S

Y O

. M

, G

N O

- R

F O

R C

O N

U C

Ba rn ar d

St ., S ui te

2B Sa va nn ah , G

.16

CERT I F I C

ATE

O F

A U

ATION

STATE

F G

1" 0"

ERT

R. BA

C U R

C T

M A

N A

RBJV

D D

U M

G F

T :\1

P ro je ct s\ G

A \S t.

M ar ys

R eh ab ili ta tio n\

D W

G \C

ba se

.d w g

: M ar

, 2

- 7

:16 am

G C

O N

N P

C -1

AutoCAD SHX Text S

AutoCAD SHX Text

POWER METER

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

TAX PARCEL 148 031

AutoCAD SHX Text

"ST. MARYS AIRPORT"

AutoCAD SHX Text

(CLOSED AT TIME OF SURVEY)

AutoCAD SHX Text

(D.B. 1049, PG. 381)

AutoCAD SHX Text

6' WOOD FENCE

AutoCAD SHX Text

ALARM PANEL

AutoCAD SHX Text W

AutoCAD SHX Text B

AutoCAD SHX Text H

AutoCAD SHX Text

BACK FLOW PREVENTER

AutoCAD SHX Text

12" BYPASS CONNECTION

AutoCAD SHX Text

CONC. PAD W/CANOPY

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

12" F.M. FROM LS #6

AutoCAD SHX Text 24" SANITARY SEWER MANHOLE TOP ELEV.= 23.74' W'LY INV.= 12.17' 10" PVC E'LY INV.= 12.21' 10" PVC

AutoCAD SHX Text

GRAVEL INSIDE FENCE

AutoCAD SHX Text

TAX PARCEL 148 031

AutoCAD SHX Text

"ST. MARYS AIRPORT"

AutoCAD SHX Text

(CLOSED AT TIME OF SURVEY)

AutoCAD SHX Text

(D.B. 1049, PG. 381)

AutoCAD SHX Text

23.5' PAVEMENT

AutoCAD SHX Text

C/L ROAD

AutoCAD SHX Text

14' DOUBLE SWING GATE

AutoCAD SHX Text

6' WOOD FENCE

AutoCAD SHX Text

6' WOOD FENCE

AutoCAD SHX Text

SMALL TREES & BUSHES

AutoCAD SHX Text

14" PVC FM

AutoCAD SHX Text

30" PVC GRAVITY LINE

AutoCAD SHX Text

ELECT. CONTROL PANELS

AutoCAD SHX Text

GRAVEL DRIVE

AutoCAD SHX Text

QUICK CONNECT

AutoCAD SHX Text CONC. PAD, CONTROL PANELS, STRUCTURE & ABOVE GROUND PIPING TO BE REMOVED. CAP ALL CONDUIT AT GROUND LEVEL

AutoCAD SHX Text

6" F.M. FROM LS #7

AutoCAD SHX Text

CATTLE GATE

AutoCAD SHX Text

REMOVE ALL EXISTING PIPING INSIDE THE LIFT STATION AND GROUT FILL HOLES

AutoCAD SHX Text

END REMOVAL OF APPROX. 42 L.F. OF EXIST. WATER SERVICE LINE

AutoCAD SHX Text

RELOCATE EXIST. WATER METER, BACKFLOW & HOSE BIBB,

AutoCAD SHX Text REMOVE EXIST. ELECTRICAL PANEL AND ANY ABOVE GROUND PIPE AND CAP ALL CONDUIT AT GROUND LEVEL

AutoCAD SHX Text

REMOVE ALL ABOVE GROUND PIPING AND CAP PIPE FLUSH TO GROUND

AutoCAD SHX Text

ABANDON APPROX. 72 L.F. OF EXIST. 14" FM IN PLACE. CAP AT NEW CONNECTION

AutoCAD SHX Text

REMOVE QUICK CONNECT PIPING AND CAP PIPE FLUSH TO GROUND

AutoCAD SHX Text

REMOVE ALL ABOVE GROUND PIPING AND CAP PIPE FLUSH TO GROUND

AutoCAD SHX Text

REMOVE CONCRETE PAD

AutoCAD SHX Text REMOVE AND REPLACE ENTIRE EXISTING FENCE LINE AND GATE AROUND THE EXISTING PUMP STATION (TYP.)

AutoCAD SHX Text

LIFT STATION (12' )TOP ELEV.=24.10' INV. IN (30") = 10.19' BOTTOM = -1.67'

AutoCAD SHX Text 24" SANITARY SEWER MANHOLE TOP ELEV.= 24.26' N'LY INV.= 10.86' 10" PVC E'LY INV.= 12.24' 10" PVC NW'LY INV.= 19.52' 15" PVC S'LY INV.= 10.08' 30" PIPE SW'LY INV.= 20.35' 8" PVC

AutoCAD SHX Text GOODWYN MILLS CAWOOD, LLC No.PEF007898 Exp.06.30.2026

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text I

AutoCAD SHX Text No. 24491

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text 01-28-26

AutoCAD SHX Text N

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

DOUGLAS DRIVE

(60' R.O.W)

W N

B Y

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

D A

L S

Y O

. M

, G

N O

- R

F O

R C

O N

U C

Ba rn ar d

St ., S ui te

2B Sa va nn ah , G

.16

CERT I F I C

ATE

O F

A U

ATION

STATE

F G

1" 0"

ERT

R. BA

C U R

C T

M A

N A

RBJV

D D

U M

G F

T :\1

P ro je ct s\ G

A \S t.

M ar ys

R eh ab ili ta tio n\

D W

G \C

ba se

.d w g

: M ar

, 2

- 7

:17 am

D S

O U

C -3

01NOTES:

1. PIPE BOLLARDS SHALL BE PAINTED AND FILLED WITH

CONCRETE. SEE DETAIL

2. ABANDON EXISTING LIFT STATION AND GROUT FILL

BOTTOM TO PROPOSED 30" INVERT OUT ELEVATION.

3. PROPOSED FENCING SHALL MATCH EXISTING WITH

TREATED WOODEN POSTS AND WOODEN PICKETS &

HORIZONTAL BRACES.

4. THE QUICK CONNECTS SHALL BE A CAM LOCK STYLE.

5. ALL PROPOSED CONCRETE SHALL BE 4,000 PSI

W/FIBERMESH.

AutoCAD SHX Text S

AutoCAD SHX Text

POWER METER

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

12" F.M. FROM LS #6

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

12' DIA. TRI-PLEX LIFT STATION SEE SHT. C-303 FOR DETAIL DIMS, & ELEVATIONS

AutoCAD SHX Text

30 L.F. OF 30" SDR 26 PVC @ 1.0%

AutoCAD SHX Text 24" SANITARY SEWER MANHOLE TOP ELEV.= 23.74' W'LY INV.= 12.17' 10" PVC E'LY INV.= 12.21' 10" PVC

AutoCAD SHX Text

GRAVEL INSIDE FENCE

AutoCAD SHX Text

JUNCTION BOXES

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

23.5' PAVEMENT

AutoCAD SHX Text

C/L ROAD

AutoCAD SHX Text

SMALL TREES & BUSHES

AutoCAD SHX Text RECONNECT TO EXIST. WATER SERVICE LINE WITH NEW 1" HDPE SERVICE LINE 1-3/4" METER 1-3/4" BACKFLOW PREVENTER 1-NON-FREEZE YARD HYDRANT 1-INSULATED HOT BOX

AutoCAD SHX Text 6" GAB or NO. 57 STONE (TYP.)

AutoCAD SHX Text

14" PVC FM

AutoCAD SHX Text

30" PVC GRAVITY LINE

AutoCAD SHX Text

12" PC 350 DIP PIPE

AutoCAD SHX Text

14' DOUBLE SWING GATE

AutoCAD SHX Text PROP. 15' WIDE 6" GAB or # 57 STONE (TYP.)

AutoCAD SHX Text

GRAVEL DRIVE

AutoCAD SHX Text 15.0'

AutoCAD SHX Text 20.0'

AutoCAD SHX Text 8" EMERGENCY QUICK CONNECT W/CAP ON 3'x3'x6" CONC. PIPE SUPPORT PAD. SEE DETAIL C-903

AutoCAD SHX Text

6" F.M. FROM LS #7

AutoCAD SHX Text

PROPOSED PROPERTY LINE (TYP.)

AutoCAD SHX Text 1 - 12" 45° BEND1 - 12" 11 BEND 14° BEND1 - 12"x14" REDUCER 1 - CONNECT TO EXIST. 14" FM

AutoCAD SHX Text

PROP. 6' WOOD FENCING (STOCKDALE STYLE)

AutoCAD SHX Text 30.0'

AutoCAD SHX Text 18.0'

AutoCAD SHX Text 12.0'

AutoCAD SHX Text

CATTLE GATE

AutoCAD SHX Text

6" PIPE BOLLARDS

AutoCAD SHX Text 1-12" 45°BEND (FLxFL) 3-12" 45°BEND (MJxMJ)

AutoCAD SHX Text

6" PIPE BOLLARDS

AutoCAD SHX Text

STA. 0+30 LIFT STATION TOP = 24.00 INV. IN (30") = 9.59 BOTTOM = -3.52

AutoCAD SHX Text PUMP OUT CONNECTION 3-8" 90° BENDS (FL)1-8" PLUG VALVE (FL) W/SUPPORT 1-8" FEMALE QUICK CONNECT W/CAP 3'x3'x6" 4000 PSI FIBERMESH CONC. PIPE SUPPORT PAD

AutoCAD SHX Text

AIR RELEASE VALVE (TYP. FOR 3)

AutoCAD SHX Text

EL. 23.0'

AutoCAD SHX Text

EL. 23.10'

AutoCAD SHX Text

EL. 23.40'

AutoCAD SHX Text

EL. 23.40'

AutoCAD SHX Text

MATCH EXISTING PAVEMENT ELEV.

AutoCAD SHX Text

PUMP CONTROL & SCADA PANEL

AutoCAD SHX Text

MANUAL TRANSFER SWITCH & DISCONNECT

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

POWER POLE W/SECURITY LIGHT

AutoCAD SHX Text 6.0'

AutoCAD SHX Text

LIFT STATION (12' )TOP ELEV.=24.10' INV. IN (30") = 10.19' BOTTOM = -1.67'

AutoCAD SHX Text

PROP. INV. OUT (30") = 9.89'

AutoCAD SHX Text

PROP. 6' WOOD FENCING (STOCKDALE STYLE)

AutoCAD SHX Text 24" SANITARY SEWER MANHOLE TOP ELEV.= 24.26' N'LY INV.= 10.86' 10" PVC E'LY INV.= 12.24' 10" PVC NW'LY INV.= 19.52' 15" PVC S'LY INV.= 10.08' 30" PIPE SW'LY INV.= 20.35' 8" PVC

AutoCAD SHX Text

14' DOUBLE SWING GATE

AutoCAD SHX Text GOODWYN MILLS CAWOOD, LLC No.PEF007898 Exp.06.30.2026

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text I

AutoCAD SHX Text No. 24491

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text 01-28-26

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text N

AutoCAD SHX Text

3 4

3 49

C-303

W N

B Y

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

D A

L S

Y O

. M

, G

N O

- R

F O

R C

O N

U C

Ba rn ar d

St ., S ui te

2B Sa va nn ah , G

.16

CERT I F I C

ATE

O F

A U

ATION

STATE

F G

1" 0"

ERT

R. BA

C U R

C T

M A

N A

RBJV

D D

U M

G F

T :\1

P ro je ct s\ G

A \S t.

M ar ys

R eh ab ili ta tio n\

D W

G \C

ba se

.d w g

: M ar

, 2

- 1

:4 5p m

O N

N V

C -3

GENERAL NOTES:

1. THE CONTRACTOR SHALL FURNISH THREE (3) SPARE FUSES FOR EACH FUSE SIZE.

2. THE CONTRACTOR SHALL PROVIDE ONE (1) SPARE PRESSURE TRANSDUCER LEVEL

SENSOR & CABLE AS SPECIFIED.

3. UPON INSTALLATION, ALL PUMPS SHALL BE CHECKED BY A MANUFACTURER'S

REPRESENTATIVE FOR PROPER ROTATION, PUMPING CAPACITY, AMPERAGE DRAW,

LACK OF VIBRATION, AND OTHER CHECKS AS MAY BE DEEMED NECESSARY TO

ASSURE PROPER OPERATION. ALL SUBMERSIBLE PUMPS SHALL BE PULLED OUT

OF, AND REINSTALLED IN THE LIFT STATION IN THE PRESENCE OF A

REPRESENTATIVE OF THE OWNER TO ASSURE PROPER CLEARANCES FOR EASY

REMOVAL OF THE PUMPS FOR MAINTENANCE.

4. PUMP STATIONS SHALL BE PROVIDED WITH A HIGH LEVEL ALARM BELL, BUZZER,

OR HORN, RED ALARM LIGHT, ETC. SEE SECTION 11310 FOR A COMPLETE LIST OF

REQUIRED ACCESSORIES. ALL METAL ACCESSORIES SHALL BE STAINLESS STEEL.

5. THE LIFT STATION SHALL BE PROVIDED WITH SECURITY LIGHTING.

6. THE AREA SURROUNDING THE LIFT STATION SHALL BE GRADED TO PROVIDE A

MINIMUM OF 0.5% SLOPE AWAY FROM THE STATION IN ALL DIRECTIONS.

7. WATER METER SHALL BE SUPPLIED BY THE OWNER AND PAID FOR BY THE

CONTRACTOR.

8. UNPAVED AREAS INSIDE THE FENCED LIFT STATION AREA AND ONE FOOT

OUTSIDE FENCED AREA SHALL BE COVERED WITH A MINIMUM OF SIX INCHES (6")

OF GAB OR GDOT #57 STONE.

9. THE CONTRACTOR SHALL FURNISH TO THE OWNER A (1) ONE YEAR WARRANTY ON

THE LIFT STATION.

10. THE CONTRACTOR SHALL FURNISH TO THE OWNER, FIVE (5) SETS OF OPERATION

AND MAINTENANCE MANUALS AND "AS-BUILT" DRAWINGS TO INCLUDE, AS A

MINIMUM, THE FORCE MAIN LAYOUT, AIR / VACUUM RELIEF VALVES, FITTINGS

LOCATION & DETAILS, DETAILED WIRING SCHEMATICS, AND A LIST OF NAMES,

ADDRESSES AND TELEPHONE NUMBERS OF THE CONTRACTOR, EACH EQUIPMENT

REPRESENTATIVE AND THE DESIGN ENGINEER, BEFORE FINAL INSPECTION.

LIFT STATION NOTES:

1. THE DESIGN AND LAYOUT OF THIS SUBMERSIBLE LIFT STATION IS BASED ON

BABAA APPROVED SUBMERSIBLE PUMPS. (NOTE: If other submersible pumps are listed as acceptable to the OWNER and/or if an alternate submersible pump is proposed, the Contractor shall bear the cost of redesign and resubmittal required by an alternate pump selection.)

2. SUBMERSIBLE PUMPS (3 REQ'D) DESIGN PUMPING RATE = 2,480 GPM @ 122.9 ft. TDH

(HAZEN-WILLIAMS C=140).

3. THE LIFT STATION CONTROLS WILL ALLOW TRIPLEX OPERATION OF THE STATION

(I.E. 1st PUMP "ON", 2nd PUMP "ON", 3rd PUMP "ON"(IF REQUIRED), HIGH WATER

ALARM LEVEL AND LO-LO LEVEL PUMPS OFF). BACK UP FLOATS FOR HIGH WATER

ALARM AND LO-LO LEVEL ALL PUMPS OFF. THE CONTROLLER SHALL BE CAPABLE

OF ALTERNATING PUMPS TO EQUALIZE RUN TIMES.

4. ALL PIPING AND FITTINGS 4"Ø AND GREATER SHALL BE PC 350 DUCTILE IRON PIPE.

ALL PIPING AND FITTINGS LESS THAN 4"Ø ARE TO BE STAINLESS STEEL.

5. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPING, SS GUIDE RAILS,

VALVES, FITTINGS AND EQUIPMENT FOR A COMPLETELY OPERABLE LIFT STATION

AS REQUIRED BY THESE PLANS AND REFERENCED SPECIFICATIONS.

6. ANCHOR VALVES AND FITTINGS ON THE CONCRETE SLAB TO CONCRETE

SUPPORTS WITH STAINLESS STEEL STRAPS (1/8" THICK MIN.).

LIFT STATION DETAILS: #

1. 12' Ø WETWELL

2. LIFT STATION WITH 12" TOP SLAB DESIGNED FOR H-20 LOAD RATING

3. 12' Ø PRECAST RISER SECTION WITH 12" THICK WALLS

4. STANDARD PRECAST BASE SECTION. CONTRACTOR TO SUBMIT REBAR DESIGN

AND LAYOUT IF A PRECAST BASE WILL NOT BE USED.

5. LIFT STATION FOOTING OUTLINE

6. 60" X 120" ALUMINUM ACCESS HATCHES WITH SAFE-HATCH ACCESS COVERS

DESIGNED FOR 300 LBS/SF LOAD RATING W/FALL PREVENTION SYSTEM

7. UPPER GUIDE BAR BRACKET

8. CABLE HOLDER

9. CONTROL & POWER CABLES FROM CONTROL PANEL

10. PRESSURE TRANSDUCER LEVEL SENSOR & CABLE

11. INTERMEDIATE STAINLESS STEEL GUIDE BAR BRACKETS (USE FOR STAINLESS

STEEL GUIDE BARS OVER 20 FT. LONG)

12. GROUT FILL (SEE PUMP REQUIREMENTS)

VALVE NOTES:

1. CHECK VALVES SHALL BE GA INDUSTRIES BALL CHECK VALVE OR APPROVED

EQUAL.

2. PLUG VALVES SHALL BE DEZURIK ECCENTRIC PLUG VALVE, OR APPROVED EQUAL.

PIPING AND FITTING SCHEDULE: #

1. 12" Ø PC 350 DIP (FL x FL) w/ 0-160 PSI PRESSURE GAUGE

2. 12" Ø PC 350 DIP FL 90° BEND

3. 12" Ø FL BALL CHECK VALVE

4. 12" Ø FL TOP MOUNTED HANDWHEEL OPERATED PLUG VALVE

5. 12" X 12" TEE PC 350 DIP (FL x FL)

6. 8" Ø PC 350 FL 90° BEND

7. SEE PUMP OUT CONNECTION INFORMATION ON SHT. C-301

8. 12" Ø PC 350 DIP FORCE MAIN

9. 4" Ø (MIN.) PC 350 DIP VENT PIPE W/SSTL VENT SCREEN

10. 6" X 12" PC 350 DIP FL REDUCER

11. 8" Ø FL TOP MOUNTED HANDWHEEL OPERATED PLUG VALVE

12. 8" Ø FL CAP

13. 2" AIR RELEASE VALVE (TYP. FOR 3)

PIPING NOTES:

1. ALL PIPE CONNECTIONS IN THE LIFT STATION AND ABOVE GROUND ARE TO BE

FLANGE TO FLANGE. NO UNIFLANGE CONNECTIONS ARE ALLOWED.

2. ALL RESTRAINED CONNECTIONS ARE TO USE STAINLESS STEEL BOLTS.

3. ALL DIP PIPE & FITTINGS SHALL BE PROTECTO 401 LINED OR APPROVED EQUAL.

4. ALL OF THE AFOREMENTIONED INFORMATION SHALL BE CONSIDERED THE BASIS

OF THE DESIGN OF THIS LIFT STATION. ANY DEVIATIONS FROM THIS BASIS OF

DESIGN MUST FIRST BE APPROVED BY THE OWNER.

AutoCAD SHX Text C

AutoCAD SHX Text 39"

AutoCAD SHX Text 12"

AutoCAD SHX Text

BY PUMP MANUFACTURER

AutoCAD SHX Text

COMPACTED SUBGRADE 98% STD. PROCTOR REQUIRED. REQUIRED SOIL BEARING = 2250 PSF

AutoCAD SHX Text

60°(TYP.)

AutoCAD SHX Text 12" THICK (MIN.) #57 STONE BASE SHALL EXTEND OUT A MIN. OF 12" FROM OUTSIDE WALL/FOOTING

AutoCAD SHX Text

COMPACTED SUBGRADE 98% STD. PROCTOR REQUIRED. REQUIRED SOIL BEARING = 1350 PSF

AutoCAD SHX Text 12"

AutoCAD SHX Text

MIN. 4000 PSI 8" FIBERMESH CONC. SLAB W/MIN. 8" #57 STONE BASE (TYP.)

AutoCAD SHX Text

HINGE SIDE

AutoCAD SHX Text

TOP VIEW LIFT STATION

AutoCAD SHX Text

INV. "IN" 30" "IN" 30" 30" 30" PVC EL. 9.59EL. 9.59

AutoCAD SHX Text

ALARM "ON" EL. 9.50

AutoCAD SHX Text 2nd PUMP "ON" EL. 9.00

AutoCAD SHX Text 1st PUMP "ON" EL. 8.50EL. 8.50

AutoCAD SHX Text

MIN. WATER ALL PUMPS OFF EL. 3.00EL. 3.00

AutoCAD SHX Text

EL. -3.52

AutoCAD SHX Text

EL. 23.50

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

LIFT STATION SECTION #1

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text 6" THICK (MIN.) GAB or #57 STONE BASE

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text

STAINLESS STEEL GUIDE RAILS

AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL VERIFY PUMP AND VALVE DIMENSIONS WITH MFR. BEFORE SUBMITTING SHOP DRAWINGS FOR HATCHES AND PUMP STATION.

AutoCAD SHX Text NOTE: THE CONTRACTOR TO HAVE SOIL TESTING LABORATORY VERIFY SOIL BEARING PRIOR TO PLACEMENT OF LIFT STATION FOOTING. SOIL BEARING REPORT TO BE SUBMITTED TO GOODWYN MILLS CAWOOD, LLC.

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text

30" INFLUENT PIPE

AutoCAD SHX Text

HINGE SIDE

AutoCAD SHX Text

24" MIN. TO 30" MAX.

AutoCAD SHX Text

EL. 24.00

AutoCAD SHX Text

8" DIP PUMPOUT CONNECTION

AutoCAD SHX Text

8" SUCTION EL. EL. -1.02

AutoCAD SHX Text 3rd PUMP "ON" EL. 9.25

AutoCAD SHX Text

8" DIP PUMPOUT CONNECTION

AutoCAD SHX Text GOODWYN MILLS CAWOOD, LLC No.PEF007898 Exp.06.30.2026

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text I

AutoCAD SHX Text No. 24491

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text 01-28-26

NOW OR FORMERLY LANDS OF

THE CITY OF ST. MARYS

DOUGLAS DRIVE

(60' R.O.W)

W N

B Y

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

D A

L S

Y O

. M

, G

N O

- R

F O

R C

O N

U C

Ba rn ar d

St ., S ui te

2B Sa va nn ah , G

.16

CERT I F I C

ATE

O F

A U

ATION

STATE

F G

1" 0"

ERT

R. BA

C U R

C T

M A

N A

RBJV

D D

U M

G F

T :\1

P ro je ct s\ G

A \S t.

M ar ys

R eh ab ili ta tio n\

D W

G \C

ba se

.d w g

: M ar

, 2

- 7

:17 am

N A

N D

T C

O N

A N

C -3

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

TAX PARCEL 148 031

AutoCAD SHX Text

"ST. MARYS AIRPORT"

AutoCAD SHX Text

(CLOSED AT TIME OF SURVEY)

AutoCAD SHX Text

(D.B. 1049, PG. 381)

AutoCAD SHX Text 60'

AutoCAD SHX Text

PROP. 6 FT. WOOD FENCING

AutoCAD SHX Text

STONE

AutoCAD SHX Text Cd-S

AutoCAD SHX Text

CHECK DAM

AutoCAD SHX Text Ds1

AutoCAD SHX Text Ds2

AutoCAD SHX Text

MULCHING, GRASSING

AutoCAD SHX Text

AND PLANTING

AutoCAD SHX Text Ds3

AutoCAD SHX Text Ds1

AutoCAD SHX Text Ds2

AutoCAD SHX Text

MULCHING, GRASSING

AutoCAD SHX Text

AND PLANTING

AutoCAD SHX Text Ds3

AutoCAD SHX Text Co

AutoCAD SHX Text

ENTRANCE/EXIT

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text PROP. 6" GAB or # 57 STONE (TYP.)

AutoCAD SHX Text N-30.756111°E-81.649722°

AutoCAD SHX Text N 40° 37' 23" E110.18'

AutoCAD SHX Text S 81° 57' 24" W190.42'

AutoCAD SHX Text S 13° 40' 37" W56.26'

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

DOUBLE ROW

AutoCAD SHX Text

SENSITIVE

AutoCAD SHX Text Sd1-S

AutoCAD SHX Text

DEWATERING SEDIMENT STORAGE BAG

AutoCAD SHX Text

WITH HAY BALES IN BETWEEN

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

DOUBLE ROW

AutoCAD SHX Text

SENSITIVE

AutoCAD SHX Text Sd1-S

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

DOUBLE ROW

AutoCAD SHX Text

SENSITIVE

AutoCAD SHX Text Sd1-S

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

SENSITIVE

AutoCAD SHX Text Sd1-S

AutoCAD SHX Text GOODWYN MILLS CAWOOD, LLC No.PEF007898 Exp.06.30.2026

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text I

AutoCAD SHX Text No. 24491

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text 01-28-26

AutoCAD SHX Text N

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SECTION 03400

PRECAST CONCRETE

REV. 3/16/26 Addendum No. 1 2025 LS 13 Rehabilitation Precast Concrete 03400-1 CSAV250003

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Columns and bearing saddles.

B. Beams, spandrels, girders, purlins.

C. Floor double tees and channel slabs.

D. Grout packing.

E. Connection and supporting devices.

F. Lintels and bond beams.

G. Wetwells

H. Utility Vaults

I. Headwalls

1.02 RELATED SECTIONS

A. 03305 - Cast-In Place Concrete

1.03 REFERENCES

A. ACI 318 - Building Code Requirements for Reinforced Concrete and Commentary; American Concrete Institute International.

B. ASTM A 36/A 36M - Standard Specification for Carbon Structural Steel.

C. ASTM A 153/A 153M - Standard Specification for Zinc Coating (Hot-Dip) on

Iron and Steel Hardware.

D. ASTM A 185 - Standard Specification for Steel Welded Wire Fabric, Plain, for

Concrete Reinforcement.

E. ASTM A 416/A 416M - Standard Specification for Steel Strand, Uncoated Seven-

Wire for Prestressed Concrete.

Precast Concrete 03400-2 CSAV250003

F. ASTM A 497 - Standard Specification for Steel Welded Wire Fabric, Deformed, for Concrete Reinforcement.

G. ASTM A 615/A 615M - Standard Specification for Deformed and Plain Billet-

Steel Bars for Concrete Reinforcement.

H. ASTM A 666 - Standard Specification for Annealed or Cold-Worked Austenitic

Stainless Steel Sheet, Strip, Plate, and Flat Bar.

I. ASTM A 767/A 767M - Standard Specification for Zinc-Coated (Galvanized)

Steel Bars for Concrete Reinforcement.

J. ASTM A 775/A 775M - Standard Specification for Epoxy-Coated Reinforcing

Steel Bars.

K. ASTM C 150 - Standard Specification for Portland Cement.

L. ASTM D 3963/D 3963M - Standard Specification for Fabrication and Job-Site

Handling of Epoxy Coated Reinforcing Steel Bars.

M. AWS D1.1 - Structural Welding Code - Steel; American Welding Society.

N. AWS D1.4 - Structural Welding Code - Reinforcing Steel; American Welding

Society.

O. PCI MNL-116S - Manual for Quality Control for Plants and Production of Precast and Prestressed Concrete Products; Precast/Prestressed Concrete Institute.

P. PCI MNL-120 - PCI Design Handbook - Precast and Prestressed Concrete;

Precast/Prestressed Concrete Institute.

Q. PCI MNL-123 - Design and Typical Details of Connections for Precast and

Prestressed Concrete; Precast/Prestressed Concrete Institute.

R. PCI MNL-124 - Design for Fire Resistance of Precast Prestressed Concrete;

Precast/Prestressed Concrete Institute.

S. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc.; current edition.

1.04 DESIGN REQUIREMENTS

A. Size components to withstand design loads in a restrained condition as follows:

1. Horizontal Assembly: 150 psf live and dead loads.

2. Vertical Assembly: 20 psf wind load.

3. As shown on the drawings.

B. Maximum Allowable Deflection: 1/180 span.

Precast Concrete 03400-3 CSAV250003

C. Design members exposed to the weather to provide for movement of components without damage, failure of joint seals, undue stress on fasteners or other detrimental effects, when subject to seasonal or cyclic day/night temperature ranges.

D. Design system to accommodate construction tolerances, deflection of other building structural members and clearances of intended openings.

E. Calculate structural properties of framing members in accordance with ACI 318.

F. Shall be manufactured in accordance with Prestress Concrete Institute's Manual

116 Manual for quality control for plans and production of Precast, prestressed concrete products and GA D.O.T. Standard Specifications Construction of Roads and Bridges Section 866 where located in D.O.T. right-of-way.

1.05 SUBMITTALS

A. See Section 01330 – Contractor’s Requirements, for submittal procedures.

B. Product Data: Indicate standard component configurations, design loads, deflections, cambers, and bearing requirements.

C. Shop Drawings: Indicate layout, unit locations, fabrication details, unit identification marks, reinforcement, connection details, support items, dimensions, openings, and relationship to adjacent materials. Indicate design loads, deflections, cambers, bearing requirements, and special conditions.

D. Samples: Submit two panels, 24 x 24 inch (610 x 610 mm) in size, illustrating surface finish treatment.

E. Design Data: Submit design data reports indicating calculations for loadings and stresses of fabricated, designed framing.

1.06 QUALITY ASSURANCE

A. Perform work of this section in accordance with requirements of PCI MNL-116S, PCI MNL-120, and PCI MNL-123.

B. Fabricator Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years of documented experience.

C. Erector Qualifications: Company specializing in erecting products of this section with minimum five (5) years of documented experience.

D. Design precast concrete members under direct supervision of a Professional

Structural Engineer experienced in design of precast concrete and licensed in the State of Georgia.

E. Welder: Qualified within previous 12 months in accordance with AWS D1.1 and

Precast Concrete 03400-4 CSAV250003

AWS D1.4.

1.07 REGULATORY REQUIREMENTS

Conform to ACI 318 for design load and construction requirements applicable to work of this section.

1.08 PRE-INSTALLATION MEETING

A. Convene a pre-installation conference one week prior to commencing work of this section.

B. Instruct others when field cutting of required openings are 10 inches (254 mm) and smaller.

1.09 DELIVERY, STORAGE, AND HANDLING

A. Handle precast members in position consistent with their shape and design. Lift and support only from support points.

B. Lifting or Handling Devices: Capable of supporting member in positions anticipated during manufacture, storage, transportation, and erection.

C. Protect members to prevent staining, chipping, or spalling of concrete.

D. Mark each member with date of production and final position in structure.

1.10 PROJECT/SITE CONDITIONS

Coordinate the work of framing components not pre-tensioned but associated with the work of this section.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Precast Concrete:

1. Foley Precast.

2. Tindall Concrete Products.

3. Oldcastle.

2.02 MATERIALS

A. Cement: White Portland, conforming to ASTM C 150, Type I.

B. Aggregate, Sand, Water, Admixtures: Determined by precast fabricator as

Precast Concrete 03400-5 CSAV250003 appropriate to design requirements and PCI MNL-116S.

2.03 REINFORCEMENT

A. Tensioning Steel Tendons: ASTM A 416/A 416M, Grade 250 (1725); seven-wire stranded steel cable; low-relaxation type; full length without splices; uncoated.

B. Reinforcing Steel: ASTM A 615/A 615M Grade 60 (420).

1. Plain billet-steel bars.

2. Unfinished.

3. Shop fabricated and bent cold.

C. Welded Steel Wire Fabric: ASTM A 185 plain type; in flat sheets; unfinished.

2.04 ACCESSORIES

A. Connecting and Supporting Devices: Plates, angles, items cast into concrete, and inserts conforming to PCI MNL-123, and as follows:

1. Material: Carbon steel conforming to ASTM A 36/A 36M.

2. Finish: Prime painted, except where device surfaces will be in contact with concrete or will require field welding.

B. Grout:

1. Non-shrink, non-metallic, minimum yield strength of 10,000 psi (69 MPa) at 28 days.

2. Epoxy.

C. Bearing Pads: High density plastic, Vulcanized elastomeric compound molded to size, Neoprene (Chloroprene), or Tetrafluoroethylene(TFE); Shore A Durometer;

1/8 inch (3 mm) thick, smooth both sides.

D. Bolts, Nuts and Washers: High strength steel type recommended for structural steel joints.

E. Prime Paint: Zinc rich alkyd type.

2.05 FABRICATION

A. Fabrication procedure to conform to PCI MNL-116S.

B. Fabricate and handle epoxy-coated reinforcing bars in accordance with ASTM D

3963/D 3963M.

C. Maintain plant records and quality control program during production of precast members. Make records available upon request.

Precast Concrete 03400-6 CSAV250003

D. Ensure reinforcing steel, anchors, inserts, plates, angles, and other cast-in items are embedded and located as indicated on shop drawings.

E. Tension reinforcement tendons as required to achieve design load criteria.

F. Provide required openings with a dimension larger than 10 inches (250 mm) and embed accessories provided under other sections of the specifications, at indicated locations.

G. Exposed Ends at Stressing Tendons: Fill recess with non-shrink grout, trowel flush.

2.06 FINISHES

A. Ensure exposed-to-view finish surfaces of precast concrete members are uniform in color and appearance.

B. Cure members under identical conditions to develop required concrete quality, and minimize appearance blemishes such as non-uniformity, staining, or surface cracking.

C. Architectural Finish: Surface holes or bubbles over 1/4 inch (6 mm) filled with matching cementitious paste, fins or protrusions removed and surface ground smooth.

D. All pre-cast manholes, wet wells, and valve vaults shall be constructed with a cementitious crystalline waterproofing admixture, Xypex Admix C-500 or approved equal. This admixture will be used by the pre-cast supplier in the pre-cast mix design. In addition, force main discharge manholes and wet wells will have an interior coating of per Section 09980 Protective Lining for Concrete shall be applied by the pre-cast supplier. All exposed interior pre-cast concrete surfaces will be coated including the wet well base, walls, and top.

2.07 FABRICATION TOLERANCES

A. Conform to PCI MNL-116S.

B. Maximum Variation From Nominal Dimension: 1 inch (25 mm).

C. Maximum Variation From Intended Camber: 5/8 inch (15 mm).

D. Maximum Out of Square: 1/8 inch/10 feet (3 mm/3 m), non-cumulative.

E. Maximum Misalignment of Anchors, Inserts, Openings: 1/8 inch (3 mm).

F. Maximum Bowing of Members: Length of Bow/ 360.

2.08 SOURCE QUALITY CONTROL AND TESTS

Precast Concrete 03400-7 CSAV250003

A. Section 01400 - Quality Requirements: Provide mix design for concrete.

B. Test samples in accordance with applicable ASTM standard.

PART 3 EXECUTION

3.01 EXAMINATION

Verify that site conditions are ready to receive work and field measurements are as shown on shop drawings.

3.02 PREPARATION

Prepare support equipment for the erection procedure, temporary bracing, and induced loads during erection.

3.03 WETWELLS AND UTILITY VAULTS

A. Concrete bases may be precast or cast-in-place. The concrete base of precast and cast-in-place structures shall be placed on an (twelve) 12-inch No. 57 stone mat or as shown on the drawings. Each precast section shall have not more than two holes for the purpose of handling and laying. These holes shall be tapered and shall be plugged with rubber stoppers or mortar installation. Brick or concrete ring to support cover shall be a minimum of 3 inches high but not more than 18 inches high.

B. Openings larger than 1-1/2 inches in diameter shall be precast into the appropriate section.

C. Any openings added during construction shall be approved by the precast manufacturer and be formed by coring. No other method for adding holes will be considered.

D. Joints of the precast sections shall be tongue and groove type. Sections shall be joined using O-ring rubber gaskets conforming to ASTM C443 or preformed mastic sealer. In addition, the joint shall be sealed inside and out with cement mortar using one part Portland cement to two parts clean sand meeting ASTM C144. Apply 6” wide 30 mils external rubber wrap designed to seal all outside joints. The joints shall be watertight.

E. Shaped bottoms shall be as shown on the drawings. They shall be constructed of one monolithic pour using 4000-psi concrete.

F. Brickwork required to complete the precast concrete structures shall be constructed using mortar of one part Portland cement to two parts clean sand, meeting ASTM C144 and thoroughly mixed to a workable plastic consistency.

Precast Concrete 03400-8 CSAV250003

G. Any damage to the coating during storage, handling, transportation or installation of the section shall be repaired immediately to provide complete coverage and protection per manufacturer's recommendations. Mortar joints shall receive two

(2) coats of waterproofing after the section is installed and the mortar has set and dried.

3.04 ERECTION

A. Erect members without damage to structural capacity, shape, or finish. Replace or repair damaged members.

B. Align and maintain uniform horizontal and vertical joints, as erection progresses.

C. Maintain temporary bracing in place until final support is provided. Protect members from staining.

D. Provide temporary lateral support to prevent bowing, twisting, or warping of members.

E. Adjust differential camber between precast members to tolerance before final attachment.

F. Install bearing pads.

G. Level differential elevation of adjoining horizontal members with grout to maximum slope of 1:12.

H. Set vertical units dry, without grout, attaining joint dimension with lead or plastic spacers.

I. Grout underside of column bearing plates.

J. Secure units in place. Perform welding in accordance with AWS D1.1.

3.05 ERECTION TOLERANCES

A. Erect members level and plumb within allowable tolerances.

B. Conform to PCI MNL-116S.

C. Design and erect to the following tolerances:

1. Maximum Variation from Plane or Location Indicated on Drawings: 1/4 inch/10 feet and 3/8 inch in 100 feet (6 mm/3 m and 9 mm in 30 mm), non-cumulative.

2. Maximum Offset from True Alignment Between Members: 1/4 inch (6 mm).

3. Maximum Variation From Dimensions Indicated on Reviewed Shop

Precast Concrete 03400-9 CSAV250003

Drawings: Plus or minus 1/8 inch (3 mm).

D. Exposed Joint Dimension: 3/8 inch (9 mm) plus or minus 1/4 inch (6 mm).

E. When members cannot be adjusted to conform to design or tolerance criteria, cease work and advise. Execute modifications as directed.

3.06 PROTECTION

A. Protect members from damage caused by field welding or erection operations.

B. Provide non-combustible shields during welding operations.

3.07 CLEANING

Clean weld marks, dirt, or blemishes from surface of exposed members.

END OF SECTION

SECTION 09900

COATINGS

Coatings 09900-1 CSAV250003

PART 1 GENERAL

1.01 SECTION INCLUDES

A. This specification covers preparation of surfaces, performance and completion of painting of all surfaces as required by the drawings and as specified herein. All work shall be done in strict accordance with this specification, the design drawings and the painting package, including manufacturers' printed instructions.

B. The Contractor shall furnish all supervision, labor, tools, materials, equipment, scaffolding and/or other structure, and supervision required for the transportation, unloading, storage and application of the paint and associated products covered by this specification.

1. The Contractor will obtain, at its own expense, all permits, licenses and inspections and shall comply with all laws, codes, ordinances, rules and regulations promulgated by authorities having jurisdiction which may bear on the work. This compliance will include Federal Public Law 91-596 more commonly known as the "Occupational Safety and Health Act of 1970."

2. Any omission of minor items in the schedule of work shall not relieve the Contractor of his obligation to include such items where they come within the general intent of this specification as stated herein.

C. The following items shall not be painted:

1. Any code requiring labels, such as Underwriter's Laboratories and Factory Mutual, or any equipment identification performance rating, name or nomenclature.

2. Any moving parts of operating units, mechanical and electrical parts, such as valve or damper operations, linkages, sensing devices, motor and fan shafts, unless otherwise specified.

3. Aluminum handrails, walkways, windows, louvers and grating, unless specified herein.

a. Signs and nameplates.

b. Finish hardware.

c. Products with polished chrome, aluminum, nickel or stainless steel finish.

d. Plastic switch plates and receptacle plates.

e. Flexible couplings, lubricated bearing surfaces, insulation and metal or plastic pipe interior.

f. Galvanized components except as noted.

Coatings 09900-2 CSAV250003

1.02 RELATED SECTIONS

A. Related Work Specified Elsewhere:

1. Cast-In-Place Concrete, Section 03300 or 03305

2. Pre-Cast Concrete, Section 03400

1.03 REFERENCES

A. American Society for Testing and Materials (ASTM)

1. ASTM D 3359 (Method B), Adhesion.

2. ASTM D 4541, Adhesion

3. ASTM D 4060, Abrasion

4. ASTM D 3363, Hardness

5. ASTM B-117, Salt Spray (Fog)

6. ASTM D 522, Cylindrical Mandrel Flexibility

7. ASTM 96-66, Permeability

8. ASTM D 2794, Direct Impact

9. ASTM E 96, Moisture Vapor Permeance

10. ASTM D 412, Tensile Elongation

11. ASTM D 4587, QUV

B. Steel Structures Painting Council (SSPC); /Endorsed by the National Association of Corrosion Engineers (NACE):

1. SP 1 - Solvent Cleaning.

2. SP 2 - Hand Tool Cleaning.

3. SP 3 - Power Tool Cleaning.

4. SP 5/NACE 1 - White Metal Blast Cleaning.

5. SP 6/NACE 3 - Commercial Blast Cleaning.

6. SP 10/NACE 2 - Near-White Metal Blast Cleaning.

7. SP 13/NACE 6 - Surface Preparation of Concrete.

8. SP 7 Brush Off Blast.

9. SP 10 Near White Blast

C. ASTM D 16 - Terminology Relating to Paint, Varnish, Lacquer, and Related

Products.

D. ASTM D 4263 - Indicating Moisture in Concrete by the Plastic Sheet Method.

E. ASTM F 1869 - Measuring Moisture Vapor Emission Rate of Concrete Sub floor

Using Anhydrous Calcium Chloride.

F. AWWA C 652 - Disinfection of Water-Storage Facilities.

G. AWWA D 102 - Painting Steel Water Storage Tanks.

Coatings 09900-3 CSAV250003

H. International Concrete Repair Institute (ICRI) Guideline No. 03732 - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Polymer Overlays.

I. Federal Test Methods

1. TT-C-555B, Wind Driven Rain

J. Other

1. Graffiti Resistance

2. Chemical Immersion

1.04 SYSTEM DESCRIPTION

Waterproofing, damp proofing and caulking is included in other sections.

1.05 SUBMITTALS

A. Within 30 days after Notice to Proceed, the Contractor shall submit to the Engineer for approval, a complete Schedule of Painting Operations including coating materials to be used giving the manufacturer's name, brand name, volume solids, coverage and number of coats the Contractor is proposing in order to achieve the specified dry film thickness.

1. No request for substitution will be considered which decreases the film thickness designated and/or the number of coats to be applied, or which offers a change from the generic type of coating specified.

2. It shall be the Contractor's responsibility to properly notify and coordinate the fabricators' surface preparation and painting operations with these specifications.

B. Two copies of the manufacturer's technical data sheets for each coating, giving descriptive data, curing time, mixing, thinning, and application instructions to certify compliance with requirements and systems specified herein.

C. Color Samples:

1. Two samples of each finish and color shall be submitted to the Engineer for approval before any work is started.

2. Prepare samples of clear and stained finishes on the same type and grade of substrate specified for the project.

D. Certificates: Manufacturers' certified test reports confirming compliance with specified performance.

1.06 QUALITY ASSURANCE

A. Manufacturer’s Qualifications:

Coatings 09900-4 CSAV250003

1. Specialize in manufacture of coatings with a minimum of 10 years successful experience.

2. Able to demonstrate successful performance on comparable projects.

3. Single Source Responsibility: Coatings and coating application accessories shall be products from a single manufacturer.

B. Applicator’s Qualifications:

1. Experienced in application of specified coatings for a minimum of 5 years on projects of similar size and complexity to this Work.

2. Applicator's Personnel: Employ persons trained for application of specified coatings.

C. Include on the label or containers:

1. Manufacturer's Name

2. Product type & stock number

3. Color

4. Batch Number indicating date of manufacture.

D. Field Quality Control:

1. Review of the first finished room, item or area to be conducted by engineer or engineer's on site representative. Each room, item or area used as a project standard shall be no smaller than 100 square feet in surface area and shall serve as the project standard for the rest of the work.

2. Manufacturer's representative shall be available to advise applicator on proper application techniques and procedures.

E. Resolution of Conflicts:

1. It shall be the responsibility of the Contractor to arrange a meeting prior to the start of painting, between the Painting Contractor, the Paint Manufacturer and the Engineer. All aspects of surface preparation, application and coating systems as covered by this specification will be reviewed at this meeting, including but not limited to: Environmental requirements, protection of surfaces not scheduled to be coated, surface preparation, application, disinfection, repair and cleaning. Also, Field quality control, protection of coating systems, a one-year inspection and coordination with other work

2. Clarification shall be requested promptly from the Engineer when instructions are lacking, conflicts occur in the specification, or the procedure seems improper or inappropriate for any reason.

3. The Painting Contractor shall furnish copies of all manufacturers' instructions and recommendations to the Engineer.

Coatings 09900-5 CSAV250003

1.07 DELIVERY, STORAGE, AND HANDLING

A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying:

1. Coating or material name.

2. Manufacturer.

3. Color name and number.

4. Batch or lot number.

5. Date of manufacture.

6. Mixing and thinning instructions.

B. Storage:

1. Store materials in a clean dry area exclusively for the purpose of paint storage and mixing. Storage facilities should be within temperature range in accordance with manufacturer's instructions, well ventilated, and located away from open flames.

2. Keep containers sealed until ready for use.

3. Do not use materials beyond manufacturer’s shelf life limits.

4. Paint, coatings, reducing agents and other solvents must be stored in original containers until opened: if not resealable, they must be transferred to UL approved safety containers. All handling of paint and related products must comply with the occupational Safety and Health Act

(OSHA).

1.08 PROJECT/SITE CONDITIONS

A. Shop Priming:

1. Furnish all labor, materials, equipment and incidentals required for the surface preparation and application of shop primers on ferrous metals, excluding stainless steel, as specified herein.

2. Ferrous metal surfaces subject to continuous or intermittent immersion or high temperature exposure shall be sandblasted to a near-white grade in accordance to specification SSPC-SP-10. All blasted surfaces must be coated the same day as blasted. Acceptable paint types are Sherwin- Williams Series B62Y110 Copoxy Shop Primer (3-5 mils DFT), Tnemec Series V69F Hi-Build Epoxoline II (3-5 mils), Induron, rust inhibitive Polyamide Epoxy Primer PE-70 (3-5 mils) or PPG PMC Amercoat 370 (4- 6 mils DFT).

3. All other ferrous metal surfaces subject to normal industrial exposure shall be sandblasted to a commercial grade in accordance to specification SSPC-SP-6. All blasted surfaces must be coated the same day as blasted.

Acceptable paint types are Sherwin Williams Series B67 Recoatable

Coatings 09900-6 CSAV250003

Epoxy Primer (2-3 mils DFT), Tnemec Series V69F Hi-Build Epoxoline II (3.0-5.0 mils), Induron Perma-Clean II Primer (3.0 – 6.0 mils) or PPG PMC Amercoat 370 (4-6 mils DFT).

4. Where approved, pickling of ferrous metal surfaces may be substituted for sandblasting. Pickling shall be in accordance with specification SSPC-SP- 8.

5. Where, in the opinion of the Engineer, it is not practical or possible to sandblast or pickle, ferrous metals may be prepared for painting by power tool cleaning in accordance to specification SSPC-SP-3 or by hand tool cleaning in accordance to specification SSPC-SP-2.

6. Compatibility of coating systems: Shop-priming shall be done with primers that are guaranteed by the manufacturer to be compatible with their corresponding primers and finish coats specified herein foe use in the field. The finish coats applied in the field shall be from the same manufacturer as those applied in the shop.

B. Apply coatings only under the following prevailing environmental conditions.

1. Air and surface temperature are not below 50 F or above 110 F.

2. Relative humidity is not higher than 85% and the surface temperature is at least 5 F. above the dew point.

3. Wind velocity should be under 15 mph for exterior spray painting.

4. The atmosphere is relatively free of airborne dust. Do not apply finish in areas where dust is being generated.

5. Precipitation: Do not prepare surfaces or apply coatings in rain, snow, fog, or mist.

C. Cover or otherwise protect surfaces not to be painted, or those not to be painted concurrently.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Acceptable manufacturers

1. Induron Coatings, Inc., Web site: www.induron.com.

2. Tnemec Company Incorporated, Web site: www.tnemec.com.

3. Sherwin Williams Company. Web site: www.sherwin-williams.com

4. PPG Protective and Marine Coatings: Web Site: www.ppgpmc.com

B. Equivalent materials of other manufacturers may be substituted only by approval of the engineer/owner 10 days or more prior to the bid opening date. Requests for http://www.induron.com/ http://www.tnemec.com/ http://www.sherwin-williams.com/ http://www.ppgpmc.com/

Coatings 09900-7 CSAV250003 substitution shall include the manufacturer's literature for each product giving name, generic type, descriptive information, solids by volume, recommended dry film thickness, and a list of five projects where each product has been used and rendered satisfactory service. Manufacturer's certified test reports showing that the substitute product(s) equal or exceed the performance of the specified products as outlined in Paragraph 2.3, shall be submitted.

C. The Engineer reserves the right to deduct the cost savings realized (if any) for approved alternate coating manufacturers or deletion of areas to be coated.

D. Products for each specified function and system shall be of a single manufacturer.

2.02 SOURCE QUALITY CONTROL

A. After application of each coating and subsequent cure, measure the dry film thickness with a Nordson Magnetic Dry Film Thickness Gauge, or equivalent.

Follow standard method for measurement of dry paint thickness with magnetic gauges as outlined in SSPC-PA2-73T.

B. Make as many determinations as needed to insure the specified thickness values in each typical area. To all surfaces having lower dry film thickness than specified, apply additional coat(s) at no extra cost to Owner to bring thickness up to specifications

C. Masonry, drywall, or other non-metallic surfaces shall be continuously checked with wet-film thickness gauges during application to insure proper dry film thickness will be obtained. In addition, monitor square foot coverage to verify proper coverage rates are being achieved.

D. Painting Contractor shall permit Owner’s Representative and/or coating manufacturer representative (as requested by Owner) to inspect his work for conformance to this specification. Owner reserves the right to reject all work that does not comply with this specification.

PART 3 EXECUTION

3.01 PREPARATION

A. All surface preparation, coating and painting shall conform to applicable…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 1, 2026.