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Bidding and Letting Notices

Posted on: February 2, 2023

[ARCHIVED] Sidewalk and ADA 2022 ADDENDUM 2

Public Works Logo

ADDENDUM NO. #2

CITY OF PEORIA

SIDEWALK AND CURB RAMPS, 2022

FEBRUARY 7TH, 2023 @ 2:00PM AT PEORIA PUBLIC WORKS

Addendum Issued: February 2, 2023

RE: Addendum #2 for the Sidewalk & Curb Ramps, 2022 project

The following shall be considered part of the Contract documents.

REVISED BID DOCUMENT (Issued with this Addendum):

1) Plans, Sheet 2: Quantities for pay items 44000100 Pavement Removal, 44201737 Class D Patches, Type

1, 8 Inch, and 44201741 Class D Patches, Type II, 8 Inch have been revised in the schedule of

quantities.

2) Plans, Sheet 3-7: Quantity for pay item 44000100 Pavement Removal has been revised in the

“Removals” schedule.

3) Plans, Sheet 7: Notes added to the “Steps” schedule to clarify the number of proposed steps at each

location.

4) Plans, Sheet 8-13: Quantities for 44201737 Class D Patches, Type 1, 8 Inch and 44201741 Class D

Patches, Type II, 8 Inch have been revised in the “Paving” schedule.

5) Plans, Sheets 14-23: Plan sheets revised to provide clarity of Pavement Removal, Class D Patching,

and Comb. Curb & Gutter pay limits at entrances (with buffer area between sidewalk and curb).

6) Plans, Sheet #39: Reinforcement bars to be used in the Inlets to be Adjusted (Special) pay item, as

shown in the “Inlet Adjustment Detail,” shall be epoxy coated.

7) Plans, Sheet #40 (clarification only): Steel wire mesh and/or bar reinforcement is not required for the

construction of the sidewalk with side curb less than 12” in height.

8) Plans, Sheet #41 (clarification only): Curb Wall (Special) may be poured monolithically with the

adjacent sidewalk or driveway. The curb wall (special) will still be paid for separately from the

adjacent sidewalk or driveway.

9) Specifications, Page 11: Quantity for pay item 44000100 Pavement Removal has been revised in the

proposal bid form.

10) Specifications, Page 12: Quantities for pay items 44201737 Class D Patches, Type 1, 8 Inch and

44201741 Class D Patches, Type II, 8 Inch have been revised in the proposal bid form.

11) Specifications, Page 66: Added “Reinforcement bars shall be epoxy coated and in accordance with

Section 508 of the standard specifications” to the Inlets to be Adjusted (Special) special provision.

This addendum must be acknowledged as part of the submittal package. Failure to do so may

subject Bidder to Disqualification.

Sincerely,

Andrea Klopfenstein, P.E.

Deputy Director/City Engineer

SUMMARY OF QUANTITIES LEGEND

CURB AND GUTTER

WATER MAIN

GAS LINE

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

FIBER OPTIC

COMMUNICATION LINE

STORM SEWER

SANITARY SEWER

EDGE OF PAVEMENT

SIGN

MANHOLE /

STORM WATER INLET

WATER VALVE

FIRE HYDRANT

GAS VALVE

TELEPHONE PEDESTAL

CABLE TV PEDESTAL

UTILITY POLE

LIGHT POLE

GUY WIRE

CURB STOP

DETECTABLE WARNING

UTILITY INFORMATION

COMMITMENTS

TRAFFIC CONTROL PLAN

GENERAL NOTES

HIGHWAY STANDARDS

420001-10 PAVEMENT JOINTS

424001-11 PERPENDICULAR CURB RAMPS FOR SIDEWALKS

701301-04 LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS

LANE CLOSURE, 2L, 2W, SLOW MOVING OPERATIONS DAY ONLY,

701306-04 FOR SPEEDS >/= 45 MPH

701311-03 LANE CLOSURE, 2L, 2W, MOVING OPERATIONS DAY ONLY

701801-06 SIDEWALK, CORNER OR CROSSWALK CLOSURE

701901-08 TRAFFIC CONTROL DEVICES

780001-05 TYPICAL PAVEMENT MARKINGS

606001-08 CONCRETE CURB TYPE B AND CONCRETE CURB AND GUTTER

280001-07 TEMPORARY EROSION CONTROL SYSTEMS

701006-05 OFF-RD OPERATIONS, 2L, 2W, 15' TO 24" FROM PAVEMENT EDGE.

424011-04 CORNER PARALLEL CURB RAMPS FOR SIDEWALKS

424016-05 MID-BLOCK CURB RAMPS FOR SIDEWALKS

424021-06 DEPRESSED CORNER FOR SIDEWALKS

701501-06 URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED

503201-D4 DETAIL OF CONCRETE STEPS AND PIPE HANDRAIL

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

424006-05 DIAGONAL CURB RAMPS FOR SIDEWALKS

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

W. HUDSON ST.

(HMA)

HANDHOLE

CONC

1213 3200

N. SHERWOOD AVE.

(HMA)

STEPS (4)

0+00 1+00 2+00

APPROX. R.O.W.

25'

6'

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

4" PCC SIDEWALK

6" PCC SIDEWALK

DETECTABLE WARNING

CLASS D PATCH

LEGEND

COMB. CONC. C&G B-6.12

SEE SHT. C302

6" PCC DRIVEWAY PAVEMENT

PP & HANDHOLE

TO BE RELOCATED

(BY OTHERS)

6'

6'

1'

1'

6'

COMB.CONC. CURB &

SIDEWALK 4" (SPECIAL)

6'

STA. 01+76.7, LT 44.3

STA. 00+83.7, LT 21.7

STA. 00+50.4, LT 15.8

MATCH EXISTING

RET. WALL

CONC

RET. WALL

CONC

HANDHOLE

N. SHERWOOD AVE.

(HMA)

W. HUDSON ST.

(HMA)

HANDHOLE

3130

STEPS (2)

5+00 6+00 7+00 7+50

APPROX. R.O.W.

APPROX. R.O.W.

16'

25' 25'

W. HUDSON ST.

(HMA)

HANDHOLE

HANDHOLE RET. WALL

CONC CONC

1205

GAR.

GAR. 3205

N. SHERWOOD AVE.

(HMA)

STEPS (4)

2+00 3+00 3+90 32' 29.7'

61.7'

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

PP TO BE RELOCATED

(BY OTHERS)

6'

SEE SHT. C301

6'

6'

6'

1'

1'

SEE SHT. C301

RETAINING WALL

TO REMAIN

1'

1'

PP TO BE RELOCATED

(BY OTHERS)

RETAINING WALL

REMOVAL

5'

2.5'

RETAINING WALL

REMOVAL

6'

6'

6'

STA. 05+08.7,

LT 15.8

PROPOSED PCC STEPS

AND HANDRAIL

STA. 03+22.4, LT 21.2

STA. 03+53.21, LT 21.0

STA. 03+74.1, LT 14.9

6'

STA. 05+66.2, LT 35.0

STA. 05+65.6, RT 32.1

PROPOSED

PCC STEPS

STA. 06+24.6, LT 21.8

4.2'

STA. 06+40.1, LT 15.8

STA. 07+32.9, LT 15.6

STA. 06+72.8

RT 21.5

STA. 07+17.9

RT 21.6

GAS VALVE TO BE ADJUSTED

(BY OTHERS)

CURB STOP TO BE

ADJUSTED (BY OTHERS)

CURB STOP TO BE

ADJUSTED (BY OTHERS)

WATER VALVE TO BE

ADJUSTED (BY OTHERS)

BM-101

E MAYWOOD AVE

(HMA)

N CALIFORNIA AVE

(HMA)

STONE

CONC

36"

24" 24"

36"

RET WALL 506 510 STEPS (3)

CONC

CONC

CONC

CONC

AGG

10+00 11+00 12+00

APPROX. R.O.W.

APPROX. R.O.W.

17'

12'

19'

14.5'

23.5' 17'

5' TYP.

10'

10'

10'

17'

5'

E MAYWOOD AVE

(HMA)

CONC

CONC

CONC CONC

BRICK

RET WALL (CONC)

RET WALL (CONC)

CONC

72"

72"

72"

AGG

LNDSCP

RET WALL

(TIMBER)

RET WALL

(TIMBER)

RET WALL (BRICK)

RET WALL

(STONE)

RET WALL

RET WALL (STONE)

(TIMBER)

604 STEPS (

3)

STEPS

(4)

STEPS (6) STEPS (4)

STEPS (4)

STEPS (6)

STEPS (6)

CONC CONC CONC

CONC

CONC

AGG

HMA

HMA

CONC

AGG

13+00 14+00 15+00

APPROX. R.O.W.

7'

15.5'

8'

18.5'

10'

17'

8'

16.5' 17'

17' 17'

7.5'

17'

12'

19.7'

17'

10' 10'

10'

10'

4'

MATCH LINE STA. 15+50.00 MATCH LINE STA. 12+75.00

MATCH LINE STA. 12+75.00

5'

5'

5'

PP TO BE RELOCATED

(BY OTHERS)

5'

INLET TO BE ADJUSTED

INLET TO BE ADJUSTED

2' TYP.

5' TYP.

RETAINING WALL

TO REMAIN

1'

5'

EX. FENCE

TO REMAIN

2' TYP.

5' TYP.

RETAINING WALLS

TO REMAIN

TIMBER RETAINING

WALL REMOVAL

CONCRETE RETAINING

WALL REMOVAL

PROPOSED RETAINING

WALL (TYP)

SEE DETAILS SHEET 24-26

CONCRETE RETAINING

WALL REMOVAL

BRICK RETAINING

WALL REMOVAL

STONE RETAINING

WALL REMOVAL

STONE RETAINING WALL REMOVAL

6'

STA. 11+48.1

LT 31.6

STA 10+21.5, LT 18.6

STA 10+50.2, LT 33.4

STA 10+26.2, RT 12.8

STA 10+48.7, RT 29.4 STA 10+89.6, RT 30.9

STA 11+06.6,

RT 12.9

STA 10+89.3, LT 34.7

STA 11+08.4, LT 18.0

STA. 11+43.6

RT 28.3

STA. 12+19.3

RT 27.8 STA. 12+22.0

LT 31.3

STA. 12+66.8

LT 31.4

PROPOSED

PCC STEPS

STA. 13+71.2

RT 27.9

STA 13+01.7, LT 30.9 STA 13+36.9, LT 30.4

PROPOSED PCC STEPS

STA. 13+98.9

LT 29.6

STA. 14+46.7

LT 29.4

STA. 14+35.0

RT 27.9

STA. 14+76.0

RT 28.5

STA. 15+11.5

RT 28.4

STA. 14+85.6

LT 29.3

STA 13+27.4, LT 27.7

BM-201

BM-202

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

E MAYWOOD AVE

(HMA)

N INDIANA AVE

(HMA)

STONE

BRICK

CONC

CONC

24"

RET WALL

(TIMBER)

CONC

12"

RET. WALL

(TIMBER)

RET WALL

(STONE)

STEPS (3) STEPS (6)

STEPS (3)

STEPS (2)

AGG

CONC

CONC

CONC

CONC

16+00 17+00 18+00

APPROX. R.O.W.

5'

18'

12'

19' 17'

17'

8'

19'

8'

15'

6'

10'

10'

10'

5'

E MAYWOOD AVE

(HMA)

CONC

CONC

2"

2"

2"

3x2" 2" 60"

LNDSCP 72"

CONC

RET WALL

(STONE)

STONE

RET. WALL

718 714 720

CONC

AGG CONC

CONC AGG

CONC

19+00 20+00 21+00

APPROX. R.O.W. 17'

24'

17'

26.5'

17'

25'

25' 25' 25' 30.5' 25'

MATCH LINE STA. 18+25.00

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

MATCH LINE STA. 15+50.00

MATCH LINE STA. 21+00.00

MATCH LINE STA. 18+25.00

5' TYP.

5' TYP.

5' TYP.

6'

INLET TO BE ADJUSTED

2' TYP.

RETAINING WALL

TO REMAIN

2' TYP.

PROPOSED PCC

STEPS

REMOVE & REERECT

ORNAMENTAL FENCE

PROPOSED PCC

STEP

RETAINING WALLS

TO REMAIN

CURB WALL

(SPECIAL, SEE DETAILS)

INLET TO BE ADJUSTED

STA. 15+58.5

LT 29.0

STA. 16+04.7

RT 28.2

STA. 16+02.6

LT 28.6

STA. 16+34.9

RT 28.5

STA. 16+48.6

LT 28.3

PROPOSED RETAINING WALL (TYP.)

SEE DETAILS SHT. 24-26

STA. 16+98.0, LT 15.2

STA. 17+17.0, LT 29.5

STA. 17+48.3, LT 30.4

STA. 17+63.9, LT 15.0

STA. 17+00.2, RT 15.8

STA. 17+16.8, RT 31.0

STA. 17+47.6, RT 36.7

STA. 18+13.7

LT 28.0

STA. 18+73.9

LT 28.1

STA. 18+56.7

RT 22.0

STA. 19+53.2

LT 28.1

STA. 19+08.1

RT 22.2

STA. 19+50.2

RT 22.4

STA. 20+26.3

RT 22.8

STA. 20+73.4

RT 23.0

STA. 20+66.5

LT 28.2

EX. SIDEWALK TO

BE REMOVED

FH TO REMAIN

CURB STOP TO BE ADJUSTED

(BY OTHERS)

CURB STOP TO BE ADJUSTED

(BY OTHERS)

CURB STOP TO BE

ADJUSTED (BY OTHERS)

CURB STOP TO BE ADJUSTED

(BY OTHERS)

BM-203

E MAYWOOD AVE

(HMA)

N WISCONSIN AVE

(HMA)

CONC CONC

WOOD

CONC

HMA

CONC

24"

LNDSCP

MAILBOX LNDSCP LNDSCP

AGG

AGG

AGG

HMA

HMA CONC

CONC

21+00 22+00 23+00

APPROX. R.O.W.

APPROX. R.O.W.

17' 17'

19.5'

20.5'

28.5' 17'

17'

25' 25' 25' 53.2'

10' 10'

10' 10' 10'

E CORRINGTON AVE

(HMA)

N CALIFORNIA AVE

(HMA)

STONE

PILLAR

STONE

PILLAR

STONE

PILLAR

JUNCTION BOX

(COMCAST)

UTILITY PEDESTAL

RET WALL

(STONE)

501

505 507 511

STONE

LNDSCP

STONE

LNDSCP

CONC CONC

COMM. CONDUIT (2)

30+00 31+00 32+00

APPROX. R.O.W.

10'

17' 23'

10'

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

MATCH LINE STA. 21+00.00

MATCH LINE STA. 32+75.00

5' TYP.

INLET TO BE ADJUSTED

2' TYP.

FH TO BE RELOCATED

(BY OTHERS)

PP TO BE RELOCATED

(BY OTHERS)

2' TYP.

5' TYP.

6'

6'

RETAINING WALL

TO BE REMOVED

6'

6'

6'

STA. 21+12.0

LT 28.0

STA. 21+09.5

RT 23.1

STA. 21+75.0

LT 27.8

STA. 22+13.2

LT 27.8

STA. 22+70.0

LT 27.5

STA. 23+08.3

LT 27.3

STA. 23+41.7

LT 27.2

STA. 21+77.6

RT 23.3

STA. 22+14.0

RT 23.4

STA. 22+46.4

RT 23.4

STA. 21+71.6

RT 23.5

STA. 23+61.8,

LT 21.3

STA. 23+60.2, RT 17.7

STA. 32+28.8

LT 27.0

STA. 32+47.6

LT 27.1

5'

STA. 30+03.6,

RT 14.9

STA. 30+41.8,

RT 31.3

STA. 30+73.0, RT 33.0

STA. 30+97.0, RT 15.7

STA. 30+08.6, LT 23.7

STA. 30+39.8, LT 53.4

STA. 30+78.4, LT 34.8

STA. 30+97.1, LT 15.5

PEDESTAL TO BE ADJUSTED

(BY OTHERS)

CURB STOP TO BE

ADJUSTED (BY OTHERS)

CURB STOP TO BE

ADJUSTED (BY OTHERS)

BM-301

PROPOSED PCC

STEPS

CONC

60" 3X12" 60"

BRICK PILLAR

RET. WALL

E CORRINGTON AVE

(HMA)

511

515

607

RET. WALL

(CONC)

CONC

CONC CONC

33+00 34+00 35+00

9.2'

22.5'

18.5'

25'

21'

28'

701

N INDIANA AVE

(HMA)

2"

4"

E CORRINGTON AVE

(HMA)

613 615 617

CONC CONC CONC

36+00 37+00 38+00

APPROX. R.O.W. APPROX. R.O.W.

17' 17'

17'

10' 10' 10'

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

MATCH LINE STA. 35+50.00

MATCH LINE STA. 35+50.00 MATCH LINE STA. 32+75.00

5' TYP.

2' TYP.

5' TYP.

2' TYP.

RETAINING WALL &

FENCE TO REMAIN

RETAINING WALL

TO REMAIN

INLET TO BE ADJUSTED

5.4'

5'

STA. 33+13.1

LT 26.9

STA. 33+72.6

LT 26.7

STA. 34+89.9

LT 26.8

STA. 35+58.8

LT 27.0

STA. 36+02.6

LT 27.0

STA. 36+46.0

LT 26.8

STA. 37+56.6, LT 13.1

STA. 36+88.1, LT 13.1

STA. 37+05.5, LT 30.5

STA. 37+36.4, LT 53.3

BM-302

BM-303

2615 N.

INDIANA

E GIFT AVE

(HMA)

N INDIANA AVE

(HMA)

STEP (1)

2X12" 2X12" 18"

CONC

RET. WALL

701

704

710

CONC

40+00 41+00 42+00

APPROX. R.O.W.

25'

724

STEPS (3)

STEPS (2) STEPS (2)

36"

RET. WALL

(CINDER BLOCKS)

RET. WALL

E GIFT AVE

(HMA)

716

714

722

CONC CONC CONC

CONC

CONC AGG

43+00 44+00 45+00

22.5' 23.5'

46.5'

25' 25' 25' 25'

MATCH LINE STA. 42+75.00

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

MATCH LINE STA. 45+50.00

MATCH LINE STA. 42+75.00

6'

3' 1' TYP.

PROPOSED PCC

STEP

6'

1' TYP.

TREE

TO BE REMOVED

RETAINING WALL

TO BE REMOVED

PROPOSED PCC

STEPS

RETAINING WALL

TO BE REMOVED

RETAINING WALL

TO REMAIN

PP TO BE RELOCATED

(BY OTHERS)

INLET TO BE ADJUSTED

6'

STA. 40+20.8, RT 14.8

STA. 40+27.3, LT 16.1

STA. 40+52.9, LT 36.3

STA. 40+84.0, LT 37.7

STA. 41+07.9, LT 15.9

STA. 40+53.6, RT 44.4

STA. 40+84.4, RT 31.5

5.6'

STA. 41+97.4

RT 21.1

STA. 42+99.4

RT 21.6

STA. 43+79.4

RT 22.1

STA. 44+34.2

RT 22.3

STA. 44+75.1

RT 22.6

STA. 45+22.2

RT 22.8

6'

PROPOSED RETAINING WALL (TYP)

SEE DETAILS SHEET 24-26

CURB STOP TO BE

ADJUSTED (BY OTHERS)

FH TO BE RELOCATED

(BY OTHERS)

BM-401

2617 N. WISCONSIN

N WISCONSIN STEPS (2)

E GIFT AVE

(HMA)

GAR. 728

CONC

CONC CONC

46+00 47+00

APPROX. R.O.W.

25'

40'

20' 20'

HANDRAIL

N CALIFORNIA AVE

(HMA)

E VIRGINIA AVE

(HMA)

STEPS (3)

STEPS (3)

CONC CONC

RET. WALL

(TIMBER)

RET. WALL

(TIMBER)

RET. WALL

HANDRAIL (TIMBER)

419 STEPS (5)

505

501 509

CONC

SHRUBS

18"

50+00 51+00 52+00

25' 20.5' 18'

6'

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

MATCH LINE STA. 45+50.00

PP TO BE RELOCATED

(BY OTHERS)

6'

1' TYP.

1' TYP.

PROPOSED PCC

STEPS

6'

6'

6'

PROPOSED PCC

STEPS AND HANDRAIL

PROPOSED PCC

STEPS AND

HANDRAIL

PROPOSED PCC

STEPS AND HANDRAIL

RETAINING WALL

TO BE REPLACED

RETAINING WALL

TO BE REPLACED

RETAINING WALL

TO REMAIN

FH TO BE RELOCATED

(BY OTHERS)

PP TO BE RELOCATED

(BY OTHERS)

6' 6'

6'

STA. 45+58.2

RT 23.0

STA. 46+08.0

RT 23.3

STA. 46+99.5, RT 17.8

STA. 51+87.6

RT 22.8

PROPOSED RETAINING WALL (TYP)

SEE DETAILS SHEET 24-26

STA. 52+41.5

RT 22.6

STA. 52+59.7,

RT 16.6

STA. 51+08.6, LT 13.7

STA. 50+78.5, LT 31.2

STA. 50+47.1, LT 33.1

STA. 50+16.6, LT 13.6

STA. 50+21.8, RT 16.8

STA. 50+47.2,

RT 38.8

STA. 50+78.1, RT 36.0

2'

6'

5.9702'

INLET TO BE ADJUSTED

CURB STOP TO BE

ADJUSTED (BY OTHERS)

CURB STOP TO BE

ADJUSTED (BY OTHERS)

BM-402

BM-501

INLET TO BE ADJUSTED

18"

E VIRGINIA AVE

(HMA)

N INDIANA AVE

(HMA)

HANDRAIL

RET. WALL

HANDRAIL (2)

RET. WALL

(LNDSCP STONE)

RET. WALL

(STONE)

RET. WALL

(STONE)

RET. WALL

(STONE)

SUPPORT BAR

STEPS (4)

624 628

618

604

CONC

55+00 56+00 57+00 58+00

APPROX. R.O.W.

APPROX. R.O.W.

25'

6'

STEPS (2)

E VIRGINIA AVE

(HMA)

N WISCONSIN AVE

(HMA)

48"

735 733 739

741

745

HMA CONC CONC

62+00 63+00 64+00

APPROX. R.O.W.

APPROX. R.O.W.

25' 25' 25'

6'

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

6'

PP TO BE RELOCATED

(BY OTHERS)

6'

PROPOSED PCC

STEPS

PROPOSED PCC

STEPS AND

HANDRAIL (3)

1' TYP.

1' TYP.

6'

5'

6'

6'

REMOVE & REERECT

ORNAMENTAL FENCE

RETAINING WALL

TO BE REMOVED

6' 6'

6' 5'

6' 6'

STA. 55+16.3, RT 16.7

STA. 62+04.5

LT 20.7

STA. 55+36.4

RT 22.6

STA. 62+73.4

LT 20.7

STA. 63+22.2

LT 20.7

STA. 57+73.3,

LT 13.8

STA. 57+12.1, LT 33.8 STA. 57+43.1, LT 33.3

STA. 56+82.9, LT 13.9

STA. 57+11.7,

RT 34.9

STA. 57+42.4,

RT 50.9

STA. 57+69.3, RT 16.0

STA. 61+81.6, LT 14.3 1'

STA. 63+62.4,

LT 14.4

CURB STOP TO BE

ADJUSTED (BY OTHERS)

CURB STOP TO BE

ADJUSTED (BY OTHERS)

CURB STOP TO BE

ADJUSTED (BY OTHERS)

BM-502

HANDHOLE CONC

SIGN

HANDHOLE

EX. CONC.

SIDEWALK

W WILHELM RD

(CONC)

W GENEVA RD

(CONC)

70+00 71+00 72+00

39'

46'

TELE PED.

W WILHELM RD

(CONC)

W GENEVA RD

(CONC)

73+00 74+00 74+50

APPROX. R.O.W. 39'

MATCH LINE STA. 72+75.00

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

MATCH LINE STA. 72+75.00

2' TYP.

2' TYP.

5' TYP.

5' TYP.

STA. 70+22.1, LT 34.0

STA. 72+66.1

LT 38.0

STA. 74+23.0, LT 38.0

MATCH EXISTING

2-NO. 4 BARS

(EPOXY COATED)

10' LONG

EXISTING

B-6.12 CURB & GUTTER

3'-0" 3'-0"

PAVEMENT

EXPANSION

JOINT (TYP.)

INLET

P.C.C. WIDENING AROUND

INLET (8")

ON AGGREGATE BASE

COURSE, TYPE A (4") 1

PAY LIMITS

EXISTING INLET

2 INLET ADJUSTMENT DETAIL

N.T.S.

CLASS D PATCH (8") 2

1'-0"

(TYP.)

1'-0"

(TYP.)

1'-0"

(TYP.)

1'-0"

(TYP.)

PROPOSED P.C.C.

SIDEWALK, 4"

1.50%*

EXISTING

GROUND PROPOSED AGGREGATE

BASE COURSE, TYPE B, 4"

3:1 (VARIES)

1 SIDEWALK WITH BUFFER

N.T.S.

5'-0"

6"

EXISTING

CURB &

GUTTER

R.O.W.

1'-0"

(VARIES)

INLET

ADJUSTMENT

SECTION

HMA

PATCH

SECTION

CLASS D HOT-MIX

ASPHALT PATCH 2

P.C.C. WIDENING (8") 1

AGGREGATE BASE

COURSE,

TYPE A (4") 1

3:1 (VARIES)

1. P.C.C. WIDENING, AGGREGATE BASE

COURSE, AND ALL ASSOCIATED WORK SHALL

BE INCLUDED IN THE COST OF THE PAY ITEM

"INLETS TO BE ADJUSTED, SPECIAL.

2. CLASS D PATCH, 8" SHALL NOT BE INCLUDED

IN THE COST OF THE PAY ITEM "INLETS TO BE

ADJUSTED, SPECIAL"

EXISTING

BASE

EXISTING

BASE

8"

4" 8"

*2.0% MAXIMUM CROSS SLOPE.

Keokuk, Ia 52632 Professional Design Firm No. 184-005965

106 Washington St. www.prairieengineers.com

Prairie Engineers, P.C.

(217) 605-0403

City of Peoria

Sidewalk and Curb Ramps, 2022

PROPOSAL DOCUMENTS

PROPOSAL BID FORM

Page 11

RETURN WITH BID

Equal Opportunity Manager

eoo@peoriagov.org

(309) 494-8530

The Fifty-dollar ($50.00) processing fee can be paid by check, payable to the City of Peoria,

or online through the State of Illinois E-Pay process. To pay online go to

www.illinoisepay.com and follow the instructions. The only exception to payment of the

processing fee is neighborhood associations.

Although all vendors are encouraged to obtain an EEO Certification Number, you do not

need a number to respond to a bid. The number is only required prior to the award of a

contract.

EEO CERTIFICATION* (Check one):

□ We are presently applying for the EEO Certification. Employer Report Form (Form

CC-1) is completed and enclosed.

□ Presently, we have the Employer Report Form (Form CC-1) on file with the City of

Peoria, Office of Equal Opportunity and have a current Certificate of Compliance

Number.

Certificate of Compliance Number:

ARTICLE 5 – BASIS OF BID

5.01 Base Bid: Bidder will complete the work in accordance with the contract documents for the

following price(s):

Item Description Quantity Unit Unit Price Amount

20100210 TREE REMOVAL (OVER 15 UNITS DIA.) 36 UNIT

20200100 EARTH EXCAVATION 1118 CU YD

21101615 TOPSOIL FURNISH & PLACE, 4 INCH 4841 SQ YD

25000400 NITROGEN FERTILIZER NUTRIENT 60 POUND

25000500 PHOSPHOROUS FERTILIZER NUTRIENT 60 POUND

25000600 POTASSIUM FERTILIZER NUTRIENT 60 POUND

25200100 SODDING 4841 SQ YD

25200200 SUPPLEMENTAL WATERING 49 UNIT

28000500 INLET AND PIPE PROTECTION 17 EACH

35101600 AGGREGATE BASE COURSE, TYPE B, 4 IN. 5393 SQ YD

42300200 P.C.C. DRIVEWAY PAVEMENT, 6 INCH 1392 SQ YD

42400100 P.C.C. SIDEWALK, 4 INCH 20624 SQ FT

42400300 P.C.C. SIDEWALK, 6 INCH 4193 SQ FT

42400800 DETECTABLE WARNINGS 472 SQ FT

44000100 PAVEMENT REMOVAL 512 SQ YD

44000200 DRIVEWAY PAVEMENT REMOVAL 923 SQ YD

44000500 COMB. CURB AND GUTTER REMOVAL 1886 FOOT

City of Peoria

Sidewalk and Curb Ramps, 2022

PROPOSAL DOCUMENTS

PROPOSAL BID FORM

Page 12

RETURN WITH BID

Item Description Quantity Unit Unit Price Amount

44000600 SIDEWALK REMOVAL 21962 SQ FT

44201737 CLASS D PATCHES, TYPE I, 8 INCH 155 SQ YD

44201741 CLASS D PATCHES, TYPE II, 8 INCH 112 SQ YD

44201745 CLASS D PTACHES, TYPE III, 8 INCH 93 SQ YD

44201747 CLASS D PATCHES, TYPE IV, 8 INCH 130 SQ YD

50901760 PIPE HANDRAIL 42 FOOT

60603800

COMBINATION CONC. CURB &

GUTTER, TYPE B-6.12 4066 FOOT

67100100 MOBILIZATION 1 LS

X0325279

CLASS SI CONCRETE

(MISCELLANEOUS) 10 CU YD

X1700022 COMBINATION CURB & SIDEWALK, 4

INCH (SPECIAL)

922 SQ FT

X1700107 CURB WALL (SPECIAL) 513 SQ FT

X3400004 RETAINING WALL REMOVAL 269 FOOT

X6026200 INLETS TO BE ADJUSTED, SPECIAL 17 EACH

X7010216 TRAFFIC CONTROL & PROTECTION

(SPECIAL)

1 LS

Z0012455 CONCRETE STEP REMOVAL 14 EACH

Z0013798 CONSTRUCTION LAYOUT 1 LS

Z0050600 REMOVE & RESET ORNAMENTAL

FENCE

45 FOOT

Z0075496 CONCRETE RETAINING WALL

REMOVAL

26 FOOT

Z0075505 TIMBER RETAINING WALL REMOVAL 123 FOOT

Z0076604 TRAINEES TRAINING PROGRAM

GRADUATE

200 HOURS

Total Base Bid Amount

in writing

Sidewalk and Curb Ramps, 2022

Various Locations

City of Peoria

City Project No. S2201

66

Prior to the adjustment, the Contractor shall record for future reference the existing dimensions,

reinforcement, and all other information necessary to re-establish the cast in place concrete inlet at the

proposed grade.

Reinforcement bars shall be epoxy coated and in accordance with Section 508 of the standard

specifications.

This work shall be in accordance with the “Inlet Adjustment Detail” in the plans and applicable portions

of Section 602 of the Standard Specifications.

P.C.C. Widening and Aggregate Base Course material to be installed around the inlet, per the “Inlet

Adjustment Detail” will not be paid for separately but shall be included in the cost of the work.

Basis of Payment: This work will be paid for at the contract unit price per each for INLETS TO BE

ADJUSTED (SPECIAL).

PAY ITEM MEASUREMENT AND PAYMENT

This Project’s Pay Items provided in the Proposal Form shall be measured and paid as provided in the IDOT

Standard Specifications unless modified by these Special Provisions or Plans.

QUALITY CONTROL OF CONCRETE MIXTURES

The contractor is responsible for testing concrete mixtures used in the Project for compliance with the

Standard Specifications and Check Sheet 23 of the Supplemental Specifications and Recurring Special

Provisions adopted January 1, 2022. This work will not be paid for separately but shall be considered as

included in the cost of the various concrete contract items.

PORTLAND CEMENT CONCRETE

All Portland Cement Concrete shall be cured according to Article 1020 of IDOT’s Standard Specifications.

PCC QC/QA ELECTRONIC REPORTS SUBMITTAL

Effective April 26, 2013 Revised: April 26, 2015

The Contractor’s QC personnel shall be responsible for electronically submitting PRO and IND MI 654 Air,

Slump, Quantity Reports, PRO MI 655 PCC Strength Reports, and MI 504 Field/Lab Gradations to the

Department. The format for the electronic submittals will be the PCC QC/QA reporting program, which

will be provided by the Department. Microsoft Office 2007 or newer is required for this program which

must be provided by the Contractor.

Sidewalk and ADA 2022 ADDENDUM 2
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