Project Information

Bid Title

Chase Trunkline Rehabilitation

Issuing Agency

City of Huntsville

Location

Alabama

Published Date

Apr 8, 2026

Closing Date

Apr 23, 2026

Government Level

State & Local

Status

Closed

Ref. #

Project No. 71-26-SP07

Original Source

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Project Description

Chase Trunkline Rehabilitation Project No. 71-26-SP07

MANDATORY Pre-Bid Meeting will be held on Wednesday, April 15, 2026, at 10:00 a.m. CST and the Bid Opening will be held on Thursday, April 23, 2026, at 10:00 a.m. CST.

Both meetings will be held at City Hall, in Training Room 624, located at 305 Fountain Circle, Huntsville, AL 35801.

Attached Files

File Description
Drawings	Download
Technical Specifications	Download
Specifications	Download
Quantities-Attachment A	Download
Advertisement	Download

Bid Contacts

Name	Job Title
Chase Marshall	Project Engineer
Mary Ridgeway	Procurement & Contracts Coordinator

Attachment Preview

HUNTSVILLE WATER POLLUTION CONTROL DEPARTMENT

MADISON COUNTY, ALABAMA

ALABAMA

COUNTY MAP

SCALE: NTS

Sheet No.

1

2

3

4

5

6

7

8

9

10

11

INDEX OF DRAWINGS

Drawing No. Title

G01

G02

COVER SHEET

NOTES, LEGEND, & ABBREVIATIONS

G03

C01

C02

C03

C04

C05

C06

D01

D02

DRAWING INDEX

PLAN AND PROFILE

STA 00+00.00 TO STA 09+65.74

PLAN AND PROFILE

STA 09+65.74 TO STA 22+33.94

PLAN AND PROFILE

STA 22+33.94 TO STA 32+78.35

PLAN AND PROFILE

STA 32+78.35 TO STA 42+28.11

PLAN AND PROFILE

STA 42+28.11 TO STA 55+51.34

PLAN AND PROFILE

STA 55+51.34 TO STA 68+13.92

STANDARD DETAILS

STANDARD DETAILS

BID SET

CHASE TRUNK LINE

HUNTSVILLE, ALABAMA

NEEL-SCHAFFER PROJECT NO. 19924

MARCH 2026

Project Location

VICINITY MAP

SCALE: 1":2000'

NEEL-SCHAFFER

200 WEST SIDE SQUARE, SUITE 604

HUNTSVILLE, AL 35801

256-384-2475

PROJECT ENGINEER OF RECORD: JASON M. LEGGETT

3/11/2026

JASON M. LEGGETT, P.E.

AL. LICENSE NO. 29590-E

Project Location

LOCATION MAP

SCALE: 1':5000'

HUNTSVILLE CITY MAYOR

TOMMY BATTLE

HUNTSVILLE CITY COUNCIL

- DISTRICT 1

MICHELLE WATKINS COUNCIL MEMBER

- DISTRICT 2

DAVID LITTLE

3RD PRESIDING

OFFICER

- DISTRICT 3

JENNIE ROBINSON

COUNCIL

PRESIDENT

- DISTRICT 4

- DISTRICT 5

BILL KLING

JOHN MEREDITH

PRESIDENT

PRO TEM

COUNCIL MEMBER

RANDALL STEWART

CALL 811 OR 1-800-292-8525

GENERAL NOTES

1. THE INTENT OF THE DRAWINGS IS THAT THE CONTRACTOR SHALL FURNISH ALL

LABOR, MATERIALS, TOOLS, EQUIPMENT AND TRANSPORTATION NECESSARY FOR

THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE PROJECT

IN AN ACCEPTABLE MANNER, READY FOR USE, OCCUPANCY OR OPERATION BY THE

OWNER.

2. EFFORTS HAVE BEEN MADE TO INDICATE LOCATIONS OF EXISTING STRUCTURES,

PIPING, UTILITIES, AND TOPOGRAPHY. HOWEVER, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY EXACT MEASUREMENTS AND LOCATIONS OF ALL

EXISTING ITEMS BEFORE INITIATING ANY CONSTRUCTION OPERATIONS. ANY

EXISTING STRUCTURE, PIPING OR UTILITY DISTURBED OR DAMAGED BY THE

CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND/OR ENGINEER.

SUFFICIENT ADVANCE COORDINATION OF DISRUPTION WITH THE OWNER OF ANY

FACILITY IS THE TOTAL RESPONSIBILITY OF THE CONTRACTOR.

3. THE LIMITS OF CONSTRUCTION SHALL BE THE PROPERTY LINES OR EASEMENT

LINES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL ACQUIRE ANY

ADDITIONAL EASEMENTS REQUIRED FOR CONSTRUCTION AT NO ADDITIONAL

EXPENSE TO THE OWNER AND\OR ENGINEER.

4. EXISTING GRADING AND DRAINAGE ELEVATIONS SHALL BE MAINTAINED AFTER

CONSTRUCTION UNLESS OTHERWISE SHOWN ON PLANS.

5. ALL BURIED PIPES SHALL HAVE A MINIMUM OF 3'-0" COVER AS MEASURED

VERTICALLY FROM FINISHED GRADE TO THE TOP OF PIPE, UNLESS OTHERWISE

NOTED.

6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WORK ALL APPLICABLE

DRAWINGS AND THE APPROPRIATE SPECIFICATIONS AS A UNIT. ANY OMISSIONS,

DELETIONS, OR CONFLICTS ARISING AS A RESULT OF FAILURE TO INCORPORATE

ALL DRAWINGS AND SPECIFICATIONS THAT APPLY SHALL BE CORRECTED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND\OR ENGINEER.

7. ALL SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE “STANDARD

SPECIFICATIONS FOR THE CONSTRUCTION OF NEW SANITARY SEWERS” LATEST

EDITION.

8. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR TVI, VACUUM TESTING

MANHOLES AND AIR TESTING SEWER LINES. A 72-HOUR NOTICE IS REQUIRED PRIOR

TO TESTING PROCEDURES. REPRESENTATIVES FROM BOTH THE CITY ENGINEERING

OFFICE AND WATER POLLUTION CONTROL SHALL BE PRESENT TO VERIFY TESTING

RESULTS.

9. THE CONTRACTOR SHALL PROVIDE THE CITY ENGINEER WITH A COMPLETE SET OF

RECORD DRAWINGS (AS-BUILTS) IN DIGITAL MICROSTATION (.DGN) AND HARDCOPY

FORMAT, AND THE CONTRACTOR/INSPECTOR RED-LINED DRAWINGS UPON

COMPLETION OF CONSTRUCTION. DRAWINGS SHALL BE REFERENCED TO ALABAMA

STATE PLANE COORDINATE SYSTEM, NAD83 ALABAMA EAST ZONE AS DESCRIBED IN

THE "CODE OF ALABAMA" (1975), SECTION 35-2-1. SURVEYS SHALL BE TIED TO A

MINIMUM OF TWO ACCEPTED GPS MONUMENTS OR ONE GPS TIE POINT PLUS AN

ASTRONOMIC OBSERVATION TO DETERMINE GRID NORTH. A LAND SURVEYOR

LICENSED IN THE STATE OF ALABAMA SHALL COMPLETE THE SURVEY. IN ADDITION,

THE RECORD DRAWINGS SHALL SHOW FINAL VERTICAL AND HORIZONTAL

ALIGNMENT OF ALL BURIED UTILITIES ADDED OR MOVED AS A RESULT OF

CONSTRUCTION. THEY SHALL INCLUDE ACTUAL FIELD ANGLES BETWEEN LINES, ALL

SERVICE LINES AND TEE LOCATIONS, ALL VALVE VAULTS AND VALVE BOXES,

STUBOUTS, AND LINES, AND SHALL REFLECT ALL ALIGNMENT AND GRADE CHANGES

FROM THE DESIGN DRAWINGS MADE DURING CONSTRUCTION.

10. THE ENGINEER SHALL PROVIDE GEOTECHNICAL INFORMATION SUCH AS BORINGS,

SOIL TESTS, ETC UPON WRITTEN REQUEST.

REV

ISSUED FOR

PROJECT

ENGINEER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

JASON M. LEGGETT

PATRICK GRANTHAM

MELANIE T. NGUYEN

JASON M. LEGGETT

BID SET

DATE

BY

NOTES, LEGEND, & ABBREVIATIONS

11. ALL CONCRETE, ASPHALT DRIVEWAYS AND OTHER ROAD ACCESSES, SHALL BE

SAWCUT AND REPAIRED IN AS GOOD OR BETTER CONDITION AS BEFORE

CONSTRUCTION. PROPERTY OWNERS SHALL HAVE ACCESS TO PROPERTY AT ALL

TIMES DURING CONSTRUCTION.

12. CONTRACTOR SHALL SUPPLY AND INSTALL SERVICE CONNECTIONS AND FLEX

CONNECTIONS IN MANHOLES AT ELEVATIONS AND DEFLECTIONS AS NOTED ON

PLANS FOR ALL SERVICE LATERALS SHOWN.

13. SERVICE LATERALS AND STUBOUTS SHALL BE EXTENDED TO PROPERTY OR

EASEMENT LINES AS SHOWN ON PLANS.

14. SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS DURING CONSTRUCTION.

15. FENCING MAY BE REMOVED FOR CONSTRUCTION PURPOSES ONLY. FENCES SHALL

BE REINSTALLED IN THEIR ORIGINAL POSITIONS AND IN AS GOOD OR BETTER

CONDITION AS BEFORE CONSTRUCTION WITH EXCEPTION OF FENCE ALONG

INTERSTATE R.O.W. IN WHICH NO FENCE SHALL BE DISTURBED.

16. CONTRACTOR SHALL MAINTAIN A 15' MINIMUM EXCAVATION CLEARANCE AT ALL

TRANSMISSION LINE TOWER SUPPORTS AND DOWN GUY ANCHORS.

17. CONTRACTOR SHALL COORDINATE IN ADVANCE AND DURING CONSTRUCTION

OPERATIONS WITH THE OWNER OF ANY FIBER OPTIC COMMUNICATION CABLES IN

THE AREAS WHERE THESE UTILITIES MAY EXIST.

18. TRAFFIC CONTROL SHALL BE MAINTAINED PER THE "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES”, LATEST REVISION.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH

NPDES STORMWATER PERMITS DURING ENTIRE CONSTRUCTION PERIOD. A COPY OF

THE ADEM PERMIT SHALL BE PROVIDED TO THE CITY ENGINEER AND MAINTAINED

ON SITE AT ALL TIMES.

PROJECT SPECIFIC NOTES

1. THE TRUNK LINE OF FOCUS FOR THIS PROJECT IS CURRENTLY ACTIVE AND MUST

REMAIN IN SERVICE THROUGH THE ENTIRETY OF THE WORK. IT IS OF THE UTMOST

IMPORTANCE THE OPERATION OF THIS LINE NOT BE INTERRUPTED DURING

CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THE SERVICE

OF THIS LINE IS NOT INTERRUPTED DURING CONSTRUCTION BY WHATEVER MEANS

NECESSARY, INCLUDING BUT NOT LIMITED TO BYPASS PUMPING. SHOULD THE

CONTRACTOR FAIL TO KEEP THE LINE IN SERVICE, ANY DAMAGES CAUSED SHALL BE

THE SOLE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR, AND THE OWNER

WILL BE HELD HARMLESS.

2. MANHOLE INVERT AND RIM ELEVATIONS ARE APPROXIMATE.

3. THE CONTRACTOR SHALL CONSTRUCT NEW GRAVITY LINES TO MATCH INVERTS OF

EXISTING GRAVITY LINES.

4. ALL MANHOLES INCLUDED IN THIS PROJECT SHALL BE LINED PER HWPC

STANDARDS.

5. THE CONTRACTOR SHALL COORDINATE EASEMENT ACCESS WITH HWPC

6. PROPERTY LINES SHOWN ARE APPROXIMATE AND SHALL NOT BE INTERPRETED AS

SURVEYED INFORMATION.

7. ALL RECORDS AND PROJECT DOCUMENTS SHALL USE THE ASSIGNED CITY OF

HUNTSVILLE MANHOLE NUMBERING SYSTEM DESIGNATION WHEN REFERRING TO

ANY MANHOLE.

NEEL-SCHAFFER, INC.

200 WEST SIDE SQUARE

SUITE 604

HUNTSVILLE AL, 35801

19924

CHASE TRUNK LINE

SANITARY SEWER

MANHOLE

PROPERTY LINE

RIGHT OF WAY

UTILITIES LEGEND

EXISTING

PROPOSED

ABBREVIATIONS

E

EASTING

EX

EXISTING

HDPE

HIGH DENSITY POLYETHYLENE

INV

INVERT

LF

LINEAR FEET

N

NORTHING

PROP

PROPOSED

STA

STATION

VC

VITRIFIED CLAY

NOTES, LEGEND, & ABBREVIATIONS

DATE:

MARCH 2026

PROJECT NO.:

19924

DRAWING NO.:

G-2

SHEET

NUMBER:

02

BELL RD

BELL CIRCLE

DENTON DR

JULY LN

SHEET 4

DRAWING NO: C-1

CHASE CREEK

OLDWOOD RD

SHEET 8

DRAWING NO: C-5

SHEET 7

DRAWING NO: C-4

SOUTHERN RAILWAY

SHEET 9

DRAWING NO: C-6

EXISTING SANITARY

SEWER MAIN TO BE

REMOVED AND

REPLACED

SHEET 6

DRAWING NO: C-3

REV

ISSUED FOR

DATE

PROJECT

ENGINEER:

DESIGNED BY:

JASON M. LEGGETT

PATRICK GRANTHAM

DRAWN BY:

MELANIE T. NGUYEN

BID SET

CHECKED BY:

JASON M. LEGGETT

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

0

125' 250'

BY IS NOT TO FULL SCALE

HIGHWAY 72

NEEL-SCHAFFER, INC.

200 WEST SIDE SQUARE

SUITE 604

HUNTSVILLE AL, 35801

19924

CHASE TRUNK LINE

SHEET 5

DRAWING NO: C-2

DRAWING INDEX

DATE:

MARCH 2026

PROJECT NO.:

19924

DRAWING NO.:

G-3

SHEET

NUMBER:

03

PROP 478 LF OF 24" HDPE PIPE @ 0.54%

3S1E14004

STA 0+00.00

RIM: 663.210

N: 1556824.45

E:457347.81

INV IN=648.05 (W)

0+00

1+00

3S1E14003

STA 4+81.56

RIM: 664.170

N: 1556835.77

E:456866.38

INV IN=650.83 (W)

INV OUT= 650.63 (E)

2+00

EX 478 LF OF 27" VC PIPE @ 0.54%

3+00

4+00

5+00

PROP 480 LF OF 24" HDPE PIPE @ 0.18%

6+00

EX 480 LF OF 27" VC PIPE @ 0.18%

7+00

8+00

3S1E14002

STA 9+65.74

RIM: 666.120

N: 1556845.94

E:456382.31

INV IN=651.92 (W)

INV OUT= 651.72 (E)

9+00

690.00

680.00

670.00

660.00

650.00

3S1E14004

STA 0+00.00

RIM: 663.210

N: 1556824.45

E:457347.81

INV IN=648.05 (W)

EX 478 LF OF 27" VC PIPE @ 0.54%

640.00

0+00.00

1+00.00

2+00.00

PROP 478 LF OF 24" HDPE PIPE @ 0.54%

3+00.00

4+00.00

690.00

3S1E14003

STA 4+81.56

RIM: 664.170

N: 1556835.77

E:456866.38

INV IN=650.83 (W)

INV OUT= 650.63 (E)

3S1E14002

STA 9+65.74

RIM: 666.120

N: 1556845.94

E:456382.31

INV IN=651.92 (W)

INV OUT= 651.72 (E)

PROP 480 LF OF 24" HDPE PIPE @ 0.18%

EX 480 LF OF 27" VC PIPE @ 0.18%

680.00

670.00

660.00

650.00

5+00.00

6+00.00

7+00.00

8+00.00

9+00.00

640.00

REV

ISSUED FOR

DATE

PROJECT

ENGINEER:

DESIGNED BY:

JASON M. LEGGETT

PATRICK GRANTHAM

DRAWN BY:

MELANIE T. NGUYEN

BID SET

CHECKED BY:

JASON M. LEGGETT

IF THIS BAR DOES NOT

0

MEASURE 1" THEN DRAWING

25' 50'

BY IS NOT TO FULL SCALE

SCALE (FEET)

NEEL-SCHAFFER, INC.

200 WEST SIDE SQUARE

SUITE 604

HUNTSVILLE AL, 35801

19924

CHASE TRUNK LINE

PLAN & PROFILE

STA 00+00.00 AND STA 09+65.74

SCALE:

1" : 50' HORIZONTAL

1" : 5' VERTICAL

DATE:

MARCH 2026

PROJECT NO.:

19924

DRAWING NO.:

C-1

SHEET

NUMBER:

04

EX 201 LF OF 27" VC PIPE @ 0.72%

3S1E14002

STA 9+65.74

RIM: 666.120

N: 1556845.94

E:456382.31

INV IN=651.92 (W)

INV OUT= 651.72 (E)

10+00

11+00

PROP 472 LF OF 24" HDPE PIPE @ 0.30%

EX 472 LF OF 27" VC PIPE @ 0.30%

3S1E14001

STA 14+42.18

RIM: 668.730

N: 1556840.13

E:455905.91

INV IN=653.57 (W)

INV OUT= 653.37 (E)

12+00

13+00

14+00

15+00

RIM: 673.250

N: 1556905.37

E:455119.19

INV IN=657.20 (SW)

INV OUT= 656.86 (E)

PROP 201 LF OF 24" HDPE PIPE @ 0.72%

3S1E14032

STA 16+46.96

RIM: 669.590

N: 1556880.34

E:455705.11

INV IN=655.25 (W)

INV OUT= 655.05 (E)

3S1E15017

STA 22+33.94

RIM: 673.250

N: 1556905.37

E:455119.19

INV IN=657.20 (SW)

INV OUT= 656.86 (E)

16+00

EX 56 LF OF 24" VC PIPE @ 0.37%

PROP 56 LF OF 24" HDPE PIPE @ 0.37%

EX 523 LF OF 24" VC PIPE @ 0.22%

17+00

18+00

19+00

20+00

3S1E15018

PROP 523 LF OF 24" HDPE PIPE @ 0.22%

STA 17+06.63

RIM: 669.630

N: 1556890.31

E:455646.28

INV IN=655.67 (W)

INV OUT= 655.47 (E)

21+00

22+00

690.00

680.00

670.00

3S1E14002

STA 9+65.74

RIM: 666.120

N: 1556845.94

E:456382.31

INV IN=651.92 (W)

INV OUT= 651.72 (E)

660.00

EX 472 LF OF 27" VC PIPE @ 0.30%

650.00

640.00

10+00.00

11+00.00

3S1E14001

STA 14+42.18

RIM: 668.730

N: 1556840.13

E:455905.91

INV IN=653.57 (W)

INV OUT= 653.37 (E)

3S1E14032

STA 16+46.96

RIM: 669.590

N: 1556880.34

E:455705.11

INV IN=655.25 (W)

INV OUT= 655.05 (E)

3S1E15018

STA 17+06.63

RIM: 669.630

N: 1556890.31

E:455646.28

INV IN=655.67 (W)

INV OUT= 655.47 (E)

3S1E15017

STA 22+33.94

RIM: 673.250

N: 1556905.37

E:455119.19

INV IN=657.20 (SW)

INV OUT= 656.86 (E)

690.00

680.00

670.00

PROP 472 LF OF 24" HDPE PIPE @ 0.30%

EX 201 LF OF 27" VC PIPE @ 0.72%

EX 201 LF OF 24" HDPE PIPE @ 0.72%

12+00.00

13+00.00

14+00.00

15+00.00

16+00.00

PROP 523 LF OF 24" HDPE PIPE @ 0.22%

PROP 56 LF OF 24" HDPE PIPE @ 0.37%

EX LF OF 24" V.C. PIPE @ 0.37%

EX 523 LF OF 24" V.C. PIPE @ 0.22%

17+00.00

18+00.00

19+00.00

20+00.00

21+00.00

660.00

650.00

640.00

22+00.00

REV

ISSUED FOR

DATE

PROJECT

ENGINEER:

DESIGNED BY:

JASON M. LEGGETT

PATRICK GRANTHAM

DRAWN BY:

MELANIE T. NGUYEN

BID SET

CHECKED BY:

JASON M. LEGGETT

IF THIS BAR DOES NOT

0

MEASURE 1" THEN DRAWING

25' 50'

BY IS NOT TO FULL SCALE

SCALE (FEET)

NEEL-SCHAFFER, INC.

200 WEST SIDE SQUARE

SUITE 604

HUNTSVILLE AL, 35801

19924

CHASE TRUNK LINE

PLAN & PROFILE

STA 09+65.74 TO STA 22+33.94

SCALE:

1" : 50' HORIZONTAL

1" : 5' VERTICAL

DATE:

MARCH 2026

PROJECT NO.:

19924

DRAWING NO.:

C-2

SHEET

NUMBER:

05

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