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.