Project Information

Bid Title

RFP - CHEAHA STATE PARK FIRE STATION ADDENDUM 4

Issuing Agency

Alabama Department of Conservation and Natural Resources

Location

Alabama

Published Date

May 20, 2026

Closing Date

May 25, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

RFP - CHEAHA STATE PARK FIRE STATION ADDENDUM 4 **** PROPOSAL DEADLINE FOR THIS RFP IS 2 P.M. CST ON MAY 25, 2026.

Attachment Preview

ADDENDUM NUMBER 04

DATE:

May 19, 2026

PROJECT:

CHEAHA STATE PARK FIRE STATION

PROJECT NUMBER: ASPD PROJECT #: 2026-005-16FS

OWNER:

State Parks Division of the ADCNR

64 N. Union Street, Suite 538

Montgomery, AL 36104

ENGINEER:

Three Notch Group, Inc.

224 Broad Street, Suite 201

Gadsden, Alabama 35901

TO:

Prospective Bidders

This Addendum forms a part of the Contract Documents and modifies the Bidding Documents dated April

17, 2026.

Contractors shall acknowledge receipt of this Addendum in the space provided in the Proposal Form.

Failure to do so may disqualify future Bidders.

This Addendum consists of Three (3) pages including attachments.

CHANGES TO THE PROJECT MANUAL

1. N/A

CHANGES TO THE CONSTRUCTION PLANS

1. Sheet C-302A – UTILITY PLAN

a. Replace with the attached revised drawing.

b. Soils & soil bore locations updated according to Health Dept. comments

CLARIFICATIONS

1. Pertaining to the casework – equivalent manufacturers/ products, adhering to all requirements of

the plans/specifications, will be entertained as an alternative upon submittal request during

construction.

2. The cutoff for RFI’s was pushed, one week, to Friday, May 15th.

CONTRACTOR QUESTIONS / RFI’s

1. There is no spec for the elastomeric coating. Is this required since it is shown at an interior wall? If

so, please provide a spec. The elastomeric coating is not required. Paint to match the interior paint

of the CMU walls.

2. There is no spec for the rigid insulation. Please provide. Refer to Specifications, Section “07 4800

Rainscreen Attachment System” 2.02 MINERAL FIBER INSULATION:

Addendum No. 04

3. Masonry Note 18 on S0.1: Please clarify what the word "OPOSED" means. Also, are the 2’ long

anchors used only at intersecting walls, or at intersecting walls and corners? Ignore “oposed”. Yes

2”, not 2’, to be used at intersecting walls and corners.

ISSUED THIS 19th DAY OF MAY 2026

____________________________________

Lance Armbrester, PE

Addendum No. 04

2100

SEE HIGH INTENSITY

SOILS MAP 2095

REMOVE EXISTING TREES IN

CONFLICT W/ DESIGN, TYP.

280 LF (5 ROWS OF 56') OF 36" WIDE

INFILTRATOR CHAMBERS, QUICK4

LOW PROFILE (OR EQUAL),

16" MAX TRENCH DEPTH PER SOIL

SCIENTIST REPORT, SEE PROFILES

2080

2075

SOIL CLASSIFIER BORE

LOCATIONS, TYP

2095

BORE HOLE SB7

SB7

ROW 4

ROW 2

ROW 5 ROW 3

ROW 1

TALLAPOOSA RIVER ELECTRIC COOP

OVERHEAD POWER & EASEMENT

DISPOSAL AREA TO BE FLAGGED,

2

STAKED, OR OTHERWISE FENCED OFF

AND PROTECTED DURING THE ENTIRE

56'

DURATION OF CONSTRUCTION

56'

BORE HOLE SB6

2090

SB6 BM# 1

SB8

2090

BORE HOLE SB8 S

4

S

5',

MIN.

52"x40" METAL GRATE

D

INLET EL: 2085.65'

S

INV: 2082.07'

STM

150 L.F. SPLIT

RAIL FENCE

15S"TMCMP

STM

STM

2085

BORE HOLE SB5

REDF AREA

SB5

PRESSURE MANIFOLD,

SEE DETAIL

INV: 2080.98'

4" SDR-35 PVC GRAVITY

2085

LINES @ 2% MIN.,

TYP OF 5

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

SANITARY SEWER ALTERNATING D20U80PLEX GRINDER PUMP,

GOULDS AGS1012 GRINDER PUMP

1HP, 230V (±10%), SINGLE PHASE

~203 L.F. SANITARY SEWER

FORCE MAIN,

1.5" SCH 40 PVC,

SEE DETAILS THIS SHEET

OE

OE

TOP = 2093.50' (~6" ABOVE SURROUNDING GRADE)

4" INV. IN ≈ 2090.00'

STATION BOTTOM ≈ 2086.50'

2 1000 GALLON SEPTIC TANK W/ INTEGRAL PUMP

3 CHAMBER, MITCHELL CONCRETE SPECIALTIES

M1000IPC (OR EQUAL) W/ EFFLUENT FILTER

BLDG

(POLYLOK PL-68 OR EQUAL)

C

W

WATER LINES SHALL BE:

1.

~ INSTALLED

LINES SHALL

BWEITIHNSATMALINLIEMDUWMITHHORAIZMOINNITMAULMSVEEPRATRIACTAILONSEOPFA5R20AF7TE0IEOTNFORFO1M8"SAANNDITATHREY

SEWER, WHEN CROSSING GRAVITY

WATER LINE SHALL BE CASED WITH

SEWERS OR FORCE MAINS, WATER

10 LINEAR FEET OF STEEL PIPE, SEE

UTILITY CROSSING DETAIL

2" WATER SERVICE SHALL BE:

~ CL 200 PVC

2.

~ MARKED WITH NO. 10 COPPER LOCATOR WIRE

~ 36" MINIMUM COVER

NOTE: SEE TYPICAL TRENCH DETAIL FOR ADDITIONAL INFORMATION

CONTRACTOR SHALL FURNISH ALL BENDS AND FITTINGS AS REQUIRED FOR WATER SERVICE INSTALLATION.

2075

~ ALL BENDS AND FITTINGS SHALL BE DUCTILE IRON (D.I.) MECHANICAL JOINT (M.J.)

3.

~ ALL VALVES, BENDS, FITTINGS, AND TAPPING SLEEVES AND VALVES SHALL HAVE CONCRETE THRUST BLOCKS, SEE DETAIL

~ ALL FITTINGS SHALL BE THE SAME SIZE AND PRESSURE RATING AS THE PIPE.

~ ALL VALVES SHALL BE DUCTILE IRON (D.I.)

2065

OE

OE

C

SANITARY SEWER SERVICE

W/ TWO-WAY CLEANOUT

SEE MECH FOR

CONTINUATION

OE

CONTRACTOR SHALL FURNISH ALL BENDS, FITTINGS, AND CLEANOUTS AS REQUIRED FOR SEWER LATERAL INSTALLATION.

1.

~ PIPE LENGTHS AND SLOPES CAN BE FOUND ON PLANS

NOTE: SEE TYPICAL CLEANOUT DETAILS FOR ADDITIONAL INFORMATION

1.5" SANITARY SEWER FORCEMAIN SHALL BE:

~ SCH 40 PVC

2.

~ MARKED WITH NO. 10 COPPER LOCATOR WIRE

~ 36" MINIMUM COVER

NOTE: SEE TYPICAL TRENCH DETAIL FOR ADDITIONAL INFORMATION

OE

OE

OE

OE

OE

ALTERNATING DUPLEX

CONTROL PANEL W/ ALARM

BY PUMP MANUFACTURER

MOUNTED TO BUILDING,

SUBMITTAL REQUIRED

BREAKROOM

171

133 SF

UTILITY

169

38 SF

STOAGE

170

38 SF

13'-4"

PARK STAFF

162

186 SF

This document and its contents are property of Three Notch Group, Inc. and may not be distributed, reused, or modified without permission.

TIE TO EXISTING 3" PVC WATER

SERVICE (APPROXIMATE

LOCATION - FIELD VERIFY)

2095

~52 L.F. WATER SERVICE LINE,

2" CL 200 PVC, SEE DETAILS

THIS SHEET

PT

20

0

20

SCALE IN FEET

PROFESSIONAL SEAL:

05/19/2026

COA: ECA105

ADDRESS:

515 LOCUST ST.

GADSDEN, AL 35901

PH: (256) 543-9431

SHEET NO:

C-302A

Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction

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