ADDENDUM NO.1

DATE: April 29, 2020 PROJECT: Stuart Park Nature Trail Forrest City, AR ETC Project No.: 153901CFC TO ALL PROSPECTIVE BIDDERS:

This Addendum forms a part of the Contract Documents and modifies or interprets the Project Manual and drawings as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form.

GENERAL:

Plans:

1. Sheet C1.1 is revised, see clouded area for the revisions (Addendum#1) 2. Sheet D1.1, Detail 3A revised, see clouded area for the revisions (Addendum#1)

Project Manual:

1. ‘Section 00005 Bid Form’ is revised by including a deductive alternate. ‘Section 00005 Bid Form (Addendum#1)’ is enclosed.

End of Addendum 1

City of Forrest City ETC Project Number – 153901CFC Stuart Park Nature Trail

00005(Addendum#1)-1

BID FORM (Addendum #1)

Bid Time: 2:00 P.M. Bid Date: ________ Location: City Hall 224 N. Rosser Street Forrest City, AR 72335

BID FROM: _______________________ BID TO: CITY OF FORREST CITY PROJECT: Stuart Park Nature Trail, Forrest City Gentlemen: 1. Having carefully examined the Contract Documents for this project, as well as the premises and

all conditions affecting the proposed construction, the undersigned proposes to provide all labor, materials, services, and equipment necessary for, or incidental to, the construction of the project in accordance with the Contract Documents within the time set forth, for the Lump Sum Base Bid of:

$______________________________________________________________

Dollar Amount Is To Be Shown Numerically

( ______________________________________________________________) Dollar Amount Is To Be Shown Alphabetically.

2. Ark. Code Ann. § 22-9-212 requires the contractor to indicate on this bid form the cost of Trenching Safety Systems. FAILURE TO SHOW THIS COST WILL INVALIDATE THE BID. (NOTE THIS COST SHALL BE INCLUDED IN THE ABOVE BASE BID)

$______________________________________________________________)

Dollar Amount Is To Be Shown Numerically

( ______________________________________________________________) Dollar Amount Is To Be Shown Alphabetically.

1. DEDUCTIVE ALTERNATIVES The following deductive alternative is an integral part of this proposal, and to be responsive, the bidder shall quote not only for the Base Bid, but also the following listed deductive alternative:

Deductive Alternative No. 1 Delete in its entirety, the Compacted Crusted Stone (6’ wide 4” Thick) for the Nature Trail as shown in Sheets D1.1 Detail 3A.: $ Lump Sum (use figures only) Bidder shall state the above amounts in figures only, and these are the total amounts bid for all of the alternatives including all applicable taxes. Any alterations, erasures, or changes must be clearly indicated

City of Forrest City ETC Project Number – 153901CFC Stuart Park Nature Trail

00005(Addendum#1)-2

and initialed by the bidder. The bidder agrees that if there are any discrepancies or questions in the figures, the Trustees will use the lower figure despite the bidder’s intent.

3. Completion Date: Bidder agrees that the work will be fully complete and ready for final payment in accordance with

the Contract Documents within Sixty (60) calendar days (except as modified in GENERAL CONDITIONS of these Contract Documents).

4. The undersigned, in compliance with the Contract Documents for the construction of the above named project, does hereby declare:

a. That the undersigned understands that the Owner reserves the right to reject any and all bids and to waive any formality.

b. That if awarded the Contract, the undersigned will enter into an Agreement, on a form identical

to the form included in the Contract Documents and execute required performance and payment bonds withinseven (7) days after receipt of the Intent to Award, will commence work within ten (10) days after the date of the Notice to Proceedand complete the Contract fully within Sixty (60) calendar days. Should the undersigned fail to complete the work within Sixty (60) calendar days(except as modified in GENERAL CONDITIONS of these Contract Documents), he shall pay the Owner as fixed, agreed and liquidated damages and not as a penalty, the sum of One hundred dollars ($100.00) for each calendar day of delay until the work is completed or accepted.

c. The undersigned further agrees that the bid security payable to Owner and accompanying

this proposal shall become the property of the Owner as liquidated damages if the undersigned fails to execute the Contract or to deliver the required bonds to the Owner within seven (7) days from receipt of the Intent to Award as these acts constitute a breach of the Contractor’s duties.

d. That this bid may not be withdrawn for a period of sixty (60) days after the bid opening.

That if the bid is withdrawn for any reason prior to expiration of this period the Owner will have the right to exercise all of the requirements of the bid including cashing of the bid bond.

e. The undersigned understands that the Owner's intent is to construct all facilities proposed

within the limits established by the funds appropriated for the project.

f. The names of subcontractors and the nature of the work to be performed by each one have been included on the Bid Form.

g. The undersigned agrees to pay all prevailing hourly wage rates prescribed and mandated by

Ark. Code Ann. §22-9-301 et. seq., if the bid exceeds $75,000 or the undersigned agrees to pay all prevailing hourly wage rates mandated by the Davis-Bacon Wage Rates and any other applicablefederal or state regulations.

h. Bids submitted by a Joint Venture shall be signed by representatives of each component

part of the Joint Venture. The licenses of each component partof the Joint Venture shall also be listed in the bid submittal. Therefore, joint venture bidders shall indicate at least two (2) signatures and two (2) license numbers on the Bid Form.

City of Forrest City ETC Project Number – 153901CFC Stuart Park Nature Trail

00005(Addendum#1)-3

Exception: Joint Ventures who have been properly licensed with the Arkansas Contractors Licensing Board as a Joint Venture need only to indicate the joint venture license number on the Bid Form. Joint Venture Bidders shall indicate at least two (2) signatures on the bid form even if they are licensed as a joint venture.

6. The following documents are attached to and made a condition of this Bid.

a. Bid security. b. Listing of major Subcontractors and Form S-1, if required.

7. The undersigned acknowledges receipt of and inclusion as a part of the Contract Documents the following addenda:

No. __________________________________ Dated __________________ No. __________________________________ Dated __________________

8. LISTING OF MAJOR SUBCONTRACTORS

Indicate the Name(s) and Address, of each entity performing the listed work: __________________________________________________________________

Is the amount of work $20,000.00 or over: Yes No

__________________________________________________________________ Is the amount of work $20,000.00 or over: Yes No

Respectfully Submitted:

__________________________________________ Name of Bidder (Typed or Printed) __________________________________________ __________________________________________ Address __________________________________________ BY: (Signature and Title) ___________________________________________ Telephone Number Fax Number ___________________________________________ Federal ID Number or SSN# __________________________________________ Date of Bid

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C1.1

EXISTING PARKING

EXISTING POWER POLE

EXISTING BRIDGE

EXISTING BRIDGE &

ENTRY GATE

1920 LF OF 15' WIDE

NATURE TRAIL

SEE DETAIL 3A / D1.1

EXISTING DIRT ROAD

EXISTING PAVILION

EXISTING

PLAYGROUND

EXISTING PAVILION

EXISTING SIDEWALK

EXISTING RESTROOMS

EXISTING PARKING

EXISTING CHAIN-LINK

BACKSTOP

EXISTING POWER POLE

EXISTING POWER POLE

1200 LF - 5' WIDE

CONCRETE SIDEWALK

SEE DETAIL 3M,3F/D1.1

1200 LF - 5' WIDE

CONCRETE SIDEWALK

SEE DETAIL 3M,3F/D1.1

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EXISTING CULVERT

CENTERLINE OF CREEK

REMOVE 2 EXISTING

TREES

EXTEND 15" RCP 5'-0",

INSTALL NEW F.E.S.

DETAIL 12D/D1.1

SIDEWALK CREEK CROSSING

SEE DETAIL 12N/D1.1

SIDEWALK CREEK CROSSING

SEE DETAIL 12N/D1.1

CROSSWALK STIPING

SEE DETAIL 6D/D1.1

SIDEWALK CREEK CROSSING

SEE DETAIL 12N/D1.1

65LF RETAINING WALL

SEE DETAIL 6A/D1.1

CROSSWALK STIPING

SEE DETAIL 6D/D1.1

ADA RAMP @ CROSSWALK

SEE DETAIL 3P/D1.1

ADA RAMP @ CROSSWALK

SEE DETAIL 3P/D1.1

ADA RAMP @ CROSSWALK

SEE DETAIL 3P/D1.1

CLEARING AND DEMOLITION NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED

CLEARING & GRUBBING; DEMOLITION AND DISPOSAL OF EXISTING

CONCRETE SIDEWALKS (±1200 SFT) AND OTHER EXISTING

STRUCTURES.

2. CONTRACTOR SHALL PROTECT THE EXISTING ASPHALT STREET.

3. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ALL DAMAGES.

LAYOUT NOTES:

1. TRAIL AND SIDEWALK LAYOUT IS TENTATIVE. CONTRACTOR

SHALL BE RESPONSIBLE TO LAYOUT THE TRAIL AND SIDEWALK

BASED ON THIS TENTATIVE LAYOUT PLAN.

2. FINAL LAYOUT SHALL BE COORDINATED AND APPROVED BY THE

PROJECT ENGINEER ON SITE.

3. MAINTAIN A MIN. 2' BUFFER BETWEEN THE STREET EDGE AND

THE SIDEWALK EXCPET AT THE CREEK CROSSING.

GRADING / EROSION CONTROL NOTES:

1. TOPOGRAPHIC SURVEY NOT AVAILABLE SO CONTRACTORS ARE

ENCOURAGED TO VISIT THE SITE TO EVALUATE GRADING.

2. TEMPORARY SILT FENCE SHALL BE INSTALLED AS NECESSARY

AND MAINTAINED UNTIL THE AREA IS STABILIZED.

3. THE SILT FENCES SHOULD BE INSPECTED REGULARLY AND

AFTER EACH STORM. THE SEDIMENT SHOULD BE REMOVED AND

MAKE SURE EACH STAKE IS FIRMLY IN THE GROUND.

4. USE MULCHES ON CUT AND EMBANKMENT SLOPES WHICH HAVE

NOT BEEN COMPLETED TO PLAN GRADE OR WHEN THE

WEATHER OR SOIL CONDITIONS WILL NOT PERMIT COMPLETEING

THEM WITHIN REASONBABLE TIME.

5. USE MULCHES ON CLEARED AREAS WHERE SOIL EROSION IS

LIKELY TO OCCUR.

6. USE MULCH WITH TEMPORARY SEEDING.

7. AFTER FINAL GRADING BACKFILL WITH 4" TOPSOIL AND SEED

WITH STRAW MULCH ALL DISTURBED AREAS, EXCLUDING PAVED

AREAS, AS PERMANENT EROSION CONTROL.

ADDENDUM # 1

ADDENDUM # 1

04-29-2020 ADDENDUM # 1

04/29/2020

48"

(OR

AS

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D)

8"

NONREFLECTIVEWHITE PAINT

24"-30"

6' MAX.

RUNOFF

COMPACTED EARTHBACKFILL

GROUND LINE

GEOTEXTILE FABRICOF STANDARD SPECIFICATIONFOR HIGHWAY CONSTRUCTION

POST EMBED 2' MIN.

±2' 6" MIN. BURIEDEND OF FABRIC

30"

8"

60" MIN. CLEAR LANDING,MAX. SLOPE 1V:50H

NON SLIP COARSEBROOM FINISH

SLO

PE

SLOPE1:10

1:12

STREET

5'-0"

EXPANSION JOINT

GUTTER

SLOPE1:10

6'-0

"

DETECTABLE WARNING MARKS

TRAIL CLEARING (VARIES)

6' TRAIL - MAX. 10% CROSS SLOPE

4" THICK COMPACTED CRUSHED STONE

ON COMPACTED NATURAL GROUND

42"

24" M

IN

.

4'-8" 4'-8"

9'-4"

2x8 PT PINE TOP RAIL

2x2 PT PINE PICKETS @ 5" O.C.

(3

1

2

" CLEAR BETWEEN PICKETS)

4x4 PT PINE POSTS

2x4 PT PINE SUPPORT RAIL

12"8' REINFORCED SIDEWALK w/ TURN-DOWN SLAB

#3 BARS @ 10" O.C. EA. WAY

TURN SLAB DOWN 12"

MIN. 4" CONCRETE

AROUND POST

(± 5'-0" CREEK SPAN)

8' REINFORCED SIDEWALK w/ TURN-DOWN SLAB

2x2 PT PINE PICKETS @ 5" O.C.

(3

1

2

" CLEAR BETWEEN PICKETS)

(3)4x4 PT PINE POSTS

2x8 PT PINE TOP RAIL (ABOVE)

5'

ATTACH MIDDLE POST TO SLAB w/

1

2

"

WEDGE ANCHOR BOLT

2x4 PT PINE SUPPORT RAIL

EXPANSION JT. @ JOINING 5' SIDEWALKS

ATTACH MIDDLE POST TO SLAB w/

1

2

"

WEDGE ANCHOR BOLT, NUT, & WASHER

60° CHAMFER @ MIDDLE

POST & EA. PICKET

42" A

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2x8 PT PINE TOP RAIL

(SLOPE TOP OF RAIL)

2x2 PT PINE PICKETS @

5" O.C.

2x4 PT PINE SUPPORT RAIL

2x4 PT PINE SUPPORT RAIL

4x4 PT PINE POST

5° 5°

#4 BARS @ 9" C/C

6"

3

4

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EXISTING WALL

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DETAILS

D1.1

PIPE O.D. + 2'MAX. TRENCH WIDTH =

STORM DRAINAGE PIPE

FOR FULL WIDTH OF PIPE.UNDER HAUNCHES ANDAND THOROUGHLY COMPACTIN 6" LOOSE LIFTSPLACE BACKFILL MATERIAL

DENSITY95% STANDARD PROCTORLIFTS AND COMPACT TOPLACE BACKFILL IN 8"

MIN. 4" CRUSHEDSTONE BEDDING

VARIES

1' MAX.

O.D.

1' MAX.

6" MIN.

SUBGRADE ELEV.

3A NATURE TRAIL SECTION DETAIL N.T.S.

CONTRACTIONJOINT, (SAW-CUT)

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PREMOLDED EXPANSIONJOINT FILLER (EVERY 50' MAX.)

DETAIL 2 - SAW CUT JOINT

1/2" JOINT

R 1/8"

PREMOLDED EXPANSIONJOINT FILLER

NOTES:1. EXPANSION JOINT SPACING

SHALL BE 50'2. TOOLED TRANSVERSE

CONTRACTION JOINTS ANDCONSTRUCTION JOINTS SHALL BESPACED THE SAME WIDTH AS THEWALK (5' MAX.)

3. SIDEWALKS SHALL HAVE A CROSSSLOPE OF 1/4" PER FT. IN THEDIRECTION OF SURFACEDRAINAGE IN THE AREA, UNLESSINDICATED OTHERWISE.

4. PROVIDE EXPANSION JOINTS FULLDEPTH AGAINST ANY EXISTING ORPROPOSED CURB, STRUCTURE,SLAB OR WALK.

5. PLACE SAW CUT JOINTS, EVENLYSPACED AT 5' MIN. TO 15' MAXSPACING.

DETAIL 1 - EXPANSION JOINT

JOINT SEALER

1 1/2"

1/8" SAW CUTJOINT

4"

6" x 6" W 2.9 x 2.9WELDED WIRE FABRIC

SUB GRADE - COMPACTED TO95% MODIFIED PROCTOR DENSITY

5'

4"

CONTRACTIONJOINT, (SAW-CUT)

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PREMOLDED EXPANSIONJOINT FILLER (EVERY 50' MAX.)

DETAIL 2 - SAW CUT JOINT

R 1/8"

PREMOLDED EXPANSIONJOINT FILLER

NOTES:1. EXPANSION JOINT SPACING

SHALL BE 50'2. TOOLED TRANSVERSE

CONTRACTION JOINTS ANDCONSTRUCTION JOINTS SHALL BESPACED THE SAME WIDTH AS THEWALK (5' MAX.)

3. SIDEWALKS SHALL HAVE A CROSSSLOPE OF 1/4" PER FT. IN THEDIRECTION OF SURFACEDRAINAGE IN THE AREA, UNLESSINDICATED OTHERWISE.

4. PROVIDE EXPANSION JOINTS FULLDEPTH AGAINST ANY EXISTING ORPROPOSED CURB, STRUCTURE,SLAB OR WALK.

5. PLACE SAW CUT JOINTS, EVENLYSPACED AT 5' MIN. TO 15' MAXSPACING.

DETAIL 1 - EXPANSION JOINT

JOINT SEALER

1 1/2"

1/8" SAW CUTJOINT

4"

6" x 6" W 2.9 x 2.9WELDED WIRE FABRIC

SUB GRADE - COMPACTED TO95% MODIFIED PROCTOR DENSITY

4"CRUSHED STONE BASE

(SB-2 OR CLASS 7) COMPACTED TO 95%

MODIFIED PROCTOR DENSITY

3F CONCRETE SIDEWALK SECTION N.T.S. 3J JOINT DETAILS N.T.S. 3M SIDEWALK DETAIL N.T.S. 3P ADA RAMP N.T.S.

4" DIA. DRAIN TILE (EL. VARIES)

6" MINIMUM COMPACTEDGRANULAR-BASELEVELING PAD

7°

DIAMOND PRO®

BLOCK

CAP BLOCK SLOPE MAY VARY

12 INCHES OF FREE-DRAINING AGGREGATE

6A RETAINING WALL DETAIL N.T.S. 6D PAINTED CROSSWALK DETAIL N.T.S. 6G N.T.S. 6LDRAINAGE PIPE DETAIL N.T.S.

12D FLARED-END SECTION DETAIL N.T.S.

6P CUT / FILL REQUIREMENTS

12N SIDEWALK DETAIL @ CREEK CROSSINGS N.T.S.

2 1/2"

D

B

h

DIA.+1"

A

DIA.

TABLE OF DIMENSIONS

R-2

12"

14"

G-T

2"

3'-7 1/2"

DIA. W

18" 2 1/2"

24" 3"

A

9"

9 1/2"

6'-1"

6'-1 1/2"

2'-3"

B C

3'-10"

2'-6"

D E

3'-0"

4'-0"

S

3:1

3:1

DIA.+1"

19"

25"

SECTION VIEW

W

W

DIA

C

G-1

PLAN VIEW

W

S = SLOPE

W

8'-0"

9'-6"

L 1

3'-5"

4'-6"

L

6'-3"

7'-6"

2L(DBL)

WT.

1000

1600

h

1'-0 1/2"

1'-1 1/2"

H 1

11 1/2"

1'-0 1/2"

W

END VIEW

E W

W

R-2

W

E

DIA.

12K SILT FENCE

NATURAL SURFACE

TREAD WIDTH

(6'-0")

CROSS

SLOPE

CRITICAL POINT

(ROUNDED)

TRAIL TREAD

(OUTSLOPE 5-9%)

BACKSLOPE

(1:1 OR GREATER)

CRITICAL POINT

(ROUNDED)

TRAIL CORRIDOR, HORIZONTAL

(VARIES)

TR

AIL C

OR

RID

OR

, V

ER

TIC

AL

(V

AR

IE

S)

ADDENDUM # 1

04-29-2020 ADDENDUM # 1

4"

04/29/2020