Opens September 29 ? Evergreen Avenue Reconstruction Project-Sherwood Park to Oceola Street ? Addendum #1

ADDENDUM NO. 1
CITY OF EFFINGHAM
Evergreen Avenue Reconstruction Project
September 21, 2026
The following shall be considered part of the Contract Documents for the subject project and shall apply
to all construction there under.
SPECIFICATIONS
1. Included Special Provision for Membrane Waterproofing System for Buried Structures. See
attached.
DRAWINGS
1. Updated Schedule of Quantities (Plan Sheets 3-5) to include pay item 67100100 MOBILIZATION
and pay item X5810103 MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES.
2. Updated Concrete Schedule (Plan Sheet 10) to include quantity of 258 SQ YD for pay item
X5810103 MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES. See attached.
3. Added MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES detail to Miscellaneous
Details (Plan Sheet 31). See attached.
BID PACKET
1. Updated Schedule of Prices to include pay item 67100100 MOBILIZATION and pay item
X5810103 MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES. See attached.
Sincerely,
Joe Grimm, PE

The undersigned submits herewith his schedule of prices covering the work to be performed under this contract.
SCHEDULE OF PRICES
Code Unit of
Number Item Measure Quantity Unit Price Total Cost
20200100 EARTH EXCAVATION CU YD 2,379
20400800 FURNISHED EXCAVATION CU YD 4,438
20800150 TRENCH BACKFILL CU YD 336
21001000 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SQ YD 366
21101615 TOPSOIL FURNISH AND PLACE, 4" SQ YD 3,608
25000100 SEEDING, CLASS 1 ACRE 0.80
25000400 NITROGEN FERTILIZER NUTRIENT POUND 72
25000500 PHOSPHORUS FERTILIZER NUTRIENT POUND 72
25000600 POTASSIUM FERTILIZER NUTRIENT POUND 72
25100115 MULCH, METHOD 2 ACRE 0.80
28000250 TEMPORARY EROSION CONTROL SEEDING POUND 77
28000305 TEMPORARY DITCH CHECKS FOOT 48
28000400 PERIMETER EROSION BARRIER FOOT 963
28000500 INLET AND PIPE PROTECTION EACH 23
31101000 SUBBASE GRANULAR MATERIAL, TYPE B TON 252
35101400 AGGREGATE BASE COURSE, TYPE B TON 1,745
35101600 AGGREGATE BASE COURSE, TYPE B 4" SQ YD 255
40600290 BITUMINOUS MATERIALS (TACK COAT) POUND 2,387
40600982 HOT-MIX ASPHALT SURACE REMOVAL BUTT JOINT SQ YD 25
40603085 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 TON 575
40604062 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 TON 308
42300200 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH SQ YD 255
42400200 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 8,094
42400800 DETECTABLE WARNINGS SQ FT 141
44000100 PAVEMENT REMOVAL SQ YD 765
44000200 DRIVEWAY PAVEMENT REMOVAL SQ YD 562
44000500 COMBINATION CURB AND GUTTER REMOVAL FOOT 62
44000600 SIDEWALK REMOVAL SQ FT 533
48203013 HOT-MIX ASPHALT SHOUDLERS, 4" SQ YD 125
50105220 PIPE CULVERT REMOVAL FOOT 122
54213660 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" EACH 1
54213663 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18" EACH 1
550A0050 STORM SEWERS, CLASS A, TYPE 1 12" FOOT 36
550A0070 STORM SEWERS, CLASS A, TYPE 1 15" FOOT 53
550A0090 STORM SEWERS, CLASS A, TYPE 1 18" FOOT 416
550A0380 STORM SEWERS, CLASS A, TYPE 2 18" FOOT 132
550A0410 STORM SEWERS, CLASS A, TYPE 2 24" FOOT 20
56109210 WATER VALVES TO BE ADJUSTED EACH 8
56400300 FIRE HYDRANTS TO BE ADJUSTED EACH 1
60100060 CONCRETE HEADWALLS FOR PIPE DRAINS EACH 2
60108104 PIPE UNDERDRAINS, TYPE 1, 4" FOOT 173
60218400 MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 1
60219500 MANHOLES, TYPE A, 4'-DIAMETER, TYPE 15 FRAME AND LID EACH 6
60222200 MANHOLES, TYPE A, 5'-DIAMETER, TYPE 15 FRAME AND LID EACH 2
60235700 INLETS, TYPE A, TYPE 3 FRAME AND GRATE EACH 5
60236200 INLETS, TYPE A, TYPE 8 GRATE EACH 3
60240215 INLETS, TYPE B, TYPE 1 FRAME, CLOSE LID EACH 2
60240220 INLETS, TYPE B, TYPE 3 FRAME AND GRATE EACH 1
60255500 MANHOLES TO BE ADJUSTED EACH 2
60603800 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 FOOT 213
60605000 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 FOOT 2,162
67100100 MOBILIZATION L SUM 1
72400100 REMOVE SIGN PANEL ASSEMBLY - TYPE A EACH 4
78001110 PAINT PAVEMENT MARKING - LINE 4" FOOT 1,586
78001130 PAINT PAVEMENT MARKING - LINE 6" FOOT 300
78001180 PAINT PAVEMENT MARKING - LINE 24" FOOT 41
X4021000 TEMPORARY ACCESS (PRIVATE ENTRANCE) EACH 5
X4023000 TEMPORARY ACCESS (ROAD) EACH 3

X5810103 MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES SQ YD 258
X6640618 ORNAMENTAL FENCE FOOT 115
X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 1
X8140115 HANDHOLE TO BE ADJUSTED EACH 1
Z0013798 CONSTRUCTION LAYOUT L SUM 1
Z0056648 STORM SEWERS, TYPE 1, WATER MAIN QUALITY PIPE, 12" FOOT 34
Z0056650 STORM SEWERS, TYPE 1, WATER MAIN QUALITY PIPE, 15" FOOT 125
Z0056652 STORM SEWERS, TYPE 1, WATER MAIN QUALITY PIPE, 18" FOOT 355
TOTAL COST OF WORK INCLUDING ALL LABOR, MATERIALS, AND PROFITS.

MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES
Effective: October 4, 2016
Revised: March 1, 2019
Description. This work shall consist of furnishing and placing a membrane waterproofing system
on the top slab and sidewalls, or portions thereof, for buried structures as detailed on the contract
plans.
All membrane waterproofing systems shall be supplied by qualified producers. The Department
will maintain a list of qualified producers.
Materials. The materials used in the waterproofing system shall consist of the following.
(a) Cold-applied, self-adhering rubberized asphalt/polyethylene membrane sheet with the
following properties:
Physical Properties
Thickness ASTM D 1777 or D 3767 60 mils (1.500 mm) min.
Width 36 inches (914 mm) min.
5000 lb./in2 (34.5 MPa)
Tensile Strength, Film ASTM D 882
min.
Pliability [180 degrees bend over 1" inch (25 mm) mandrel @ -20 degreesF
No Effect
(-29 degreesC)] ASTM D 146 (Modified) or D1970
Puncture Resistance-Membrane ASTM E 154 40 lb. (178 N) min.
Permeability (Perms) ASTM E 96, Method B 0.1 max.
Water Absorption (% by Weight) ASTM D 570 0.2 max.
Peel Strength ASTM D 903 9 lb./in (1576 N/m) min.
(b) Ancillary Materials: Adhesives, Conditioners, Primers, Mastic, Two-Part Liquid Membranes,
and Sealing Tapes as required by the manufacturer of the membrane and film for use with
the respective membrane waterproofing system.
Construction. The areas requiring waterproofing shall be prepared and the waterproofing shall
be installed in accordance with the manufacturer's instructions. The Contractor shall not install
any part of a membrane waterproofing system in wet conditions, or if the ambient or concrete
surface temperature is below 40 degrees (4 degrees C), unless allowed by the Engineer.
Surfaces to be waterproofed shall be smooth and free from projections which might damage the
membrane sheet. Projections or depressions on the surface that may cause damage to the
membrane shall be removed or filled as directed by the Engineer. The surface shall be power
washed and cleaned of dust, dirt, grease, and loose particles, and shall be dry before the
waterproofing is applied.

The Contractor shall uniformly apply primer to the entire area to be waterproofed, at the rate
stated in the manufacturer's instructions, by brush, or roller. The Contractor shall brush out
primer that tends to puddle in low spots to allow complete drying. The primer shall be cured
according to the manufacturer's instructions. Primed areas shall not stand uncovered overnight.
If membrane sheets are not placed over primer within the time recommended by the
manufacturer, the Contractor shall recoat the surfaces at no additional cost to the Department.
The installation of the membrane sheet to primed surfaces shall be such that all joints are shingled
to shed water by commencing from the lowest elevation of the buried structure's top slab and
progress towards the highest elevation. The membrane sheets shall be overlapped as required
by the manufacturer. The Contractor shall seal with mastic any laps that were not thoroughly
sealed. The membrane shall be smooth and free of wrinkles and there shall be no depressions
in horizontal surfaces of the finished waterproofing. After placement, exposed edges of
membrane sheets shall be sealed with a troweled bead of a manufacturer's recommended mastic,
or two-part liquid membrane, or with sealing tape.
Sealing bands at joints between precast segments shall be installed prior to the waterproofing
system being applied. Where the waterproofing system and sealing band overlap, the installation
shall be planned such that water will not be trapped or directed underneath the membrane or
sealing band.
Care shall be taken to protect and to prevent damage to the waterproofing system prior to and
during backfilling operations. The waterproofing system shall be removed as required for the
installation of slab mounted guardrails and other appurtenances. After the installation is complete,
the system shall be repaired and sealed against water intrusion according to the manufacturer's
instructions and to the satisfaction of the Engineer.
Replace the last paragraph of Article 540.06 Precast Concrete Box Culverts and replace with:
Handling holes shall be filled with a polyethylene plug. The plug shall not project beyond the
inside surface after installation nor project above the outside surface to the extent that may
cause damage to the membrane. When metal lifting inserts are used, their sockets shall be
filled with mastic or mortar compatible with the membrane.
Method of Measurement. The waterproofing system will be measured in place, in square yards
(square meters) of the concrete surface to be waterproofed.
Basis of Payment. This will work will be paid for at the contract unit price, per square yard (square
meter) for MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES.

USER NAME =jgrimm DESIGNED - REVISED F R . T A E . . SECTION COUNTY S T H O E T E A T L S SH N E O E . T
GROUP DRAWN - REVISED
EFFINGHAM, ILLINOIS 62401 PLOT SCALE =2.0000 ' / in. CHECKED - REVISED CONTRACT NO. (217) 342-5668 / info@f-w.com PLOT DATE =9/21/2026 11:43:05 AM DATE - REVISED SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT
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ROADWAY ROADWAY
CODE TOTAL 0004 CODE TOTAL 0004
NO. ITEM UNIT QUANTITY URBAN NO. ITEM UNIT QUANTITY URBAN
*20200100 EARTH EXCAVATION CU YD 2,379 2,379 * 31101000 SUBBASE GRANULAR MATERIAL, TYPE B TON 252 252
*20400800 FURNISHED EXCAVATION CU YD 4,438 4,438 * 35101400 AGGREGATE BASE COURSE, TYPE B TON 1,745 1,745
20800150 TRENCH BACKFILL CU YD 336 336 35101600 AGGREGATE BASE COURSE, TYPE B 4" SQ YD 255 255
*21001000 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SQ YD 366 366 40600290 BITUMINOUS MATERIALS (TACK COAT) POUND 2,387 2,387
*21101615 TOPSOIL FURNISH AND PLACE, 4" SQ YD 3,608 3,608 40600982 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 25 25
25000110 SEEDING, CLASS 1A ACRE 0.8 0.8 * 40603085 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 TON 575 575
25000400 NITROGEN FERTILIZER NUTRIENT POUND 72 72 * 40604062 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 TON 308 308
25000500 PHOSPHORUS FERTILIZER NUTRIENT POUND 72 72 42300200 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH SQ YD 255 255
25000600 POTASSIUM FERTILIZER NUTRIENT POUND 72 72 * 42400200 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 8,094 8,094
25100115 MULCH, METHOD 2 ACRE 0.8 0.8 42400800 DETECTABLE WARNINGS SQ FT 141 141
28000250 TEMPORARY EROSION CONTROL SEEDING POUND 77 77 44000100 PAVEMENT REMOVAL SQ YD 765 765
28000305 TEMPORARY DITCH CHECKS FOOT 48 48 44000200 DRIVEWAY PAVEMENT REMOVAL SQ YD 562 562
28000400 PERIMETER EROSION BARRIER FOOT 963 963 * 44000500 COMBINATION CURB AND GUTTER REMOVAL FOOT 62 62
28000500 INLET AND PIPE PROTECTION EACH 23 23 44000600 SIDEWALK REMOVAL SQ FT 533 533
*PAY ITEMS WITH SPECIAL PROVISION
SPECIALTY ITEMS
JGG SUMMARY OF QUANTITIES U.
MRA CITY OF EFFINGHAM EVERGREEN AVENUE RECONSTRUCTION 8351 N/A EFFINGHAM 40 3
400 WEST JEFFERSON AVENUE ERB 09/11/2026 1 3

USER NAME =jgrimm DESIGNED - REVISED F R . T A E . . SECTION COUNTY S T H O E T E A T L S SH N E O E . T
GROUP DRAWN - REVISED
EFFINGHAM, ILLINOIS 62401 PLOT SCALE =2.0000 ' / in. CHECKED - REVISED CONTRACT NO. (217) 342-5668 / info@f-w.com PLOT DATE =9/21/2026 11:43:06 AM DATE - REVISED SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT
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ROADWAY ROADWAY
CODE TOTAL 0004 CODE TOTAL 0004
NO. ITEM UNIT QUANTITY URBAN NO. ITEM UNIT QUANTITY URBAN
48203013 HOT-MIX ASPHALT SHOULDERS, 4" SQ YD 125 125 60219500 MANHOLES, TYPE A, 4'-DIAMETER, TYPE 15 FRAME AND LID EACH 6 6
*50105220 PIPE CULVERT REMOVAL FOOT 122 122 60222200 MANHOLES, TYPE A, 5'-DIAMETER, TYPE 15 FRAME AND LID EACH 2 2
54213660 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" EACH 1 1 60235700 INLETS, TYPE A, TYPE 3 FRAME AND GRATE EACH 5 5
54213663 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18" EACH 1 1 60236200 INLETS, TYPE A, TYPE 8 GRATE EACH 3 3
550A0050 STORM SEWERS, CLASS A, TYPE 1 12" FOOT 36 36 60240215 INLETS, TYPE B, TYPE 1 FRAME, CLOSED LID EACH 2 2
550A0070 STORM SEWERS, CLASS A, TYPE 1 15" FOOT 53 53 60240220 INLETS, TYPE B, TYPE 3 FRAME AND GRATE EACH 1 1
550A0090 STORM SEWERS, CLASS A, TYPE 1 18" FOOT 416 416 60255500 MANHOLES TO BE ADJUSTED EACH 2 2
550A0380 STORM SEWERS, CLASS A, TYPE 2 18" FOOT 132 132 60603800 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 FOOT 213 213
550A0410 STORM SEWERS, CLASS A, TYPE 2 24" FOOT 20 20 *60605000 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 FOOT 2,162 2,162
** 56109210 WATER VALVES TO BE ADJUSTED EACH 8 8 *67100100 MOBILIZATION L SUM 1 1
* 56400300 FIRE HYDRANTS TO BE ADJUSTED EACH 1 1 *72400100 REMOVE SIGN PANEL ASSEMBLY - TYPE A EACH 4 4
60100060 CONCRETE HEADWALLS FOR PIPE DRAINS EACH 2 2 78001110 PAINT PAVEMENT MARKING - LINE 4" FOOT 1,586 1,586
60108104 PIPE UNDERDRAINS, TYPE 1, 4" FOOT 173 173 78001130 PAINT PAVEMENT MARKING - LINE 6" FOOT 300 300
60218400 MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 1 1 78001180 PAINT PAVEMENT MARKING - LINE 24" FOOT 41 41
*PAY ITEMS WITH SPECIAL PROVISION
SPECIALTY ITEMS
JGG SUMMARY OF QUANTITIES U.
MRA CITY OF EFFINGHAM EVERGREEN AVENUE RECONSTRUCTION 8351 N/A EFFINGHAM 40 4
400 WEST JEFFERSON AVENUE ERB 09/11/2026 2 3

USER NAME =jgrimm DESIGNED - REVISED F R . T A E . . SECTION COUNTY S T H O E T E A T L S SH N E O E . T
GROUP DRAWN - REVISED
EFFINGHAM, ILLINOIS 62401 PLOT SCALE =2.0000 ' / in. CHECKED - REVISED CONTRACT NO. (217) 342-5668 / info@f-w.com PLOT DATE =9/21/2026 11:43:07 AM DATE - REVISED SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT
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ROADWAY
CODE TOTAL 0004
NO. ITEM UNIT QUANTITY URBAN
*X4021000 TEMPORARY ACCESS (PRIVATE ENTRANCE) EACH 5 5
*X4023000 TEMPORARY ACCESS (ROAD) EACH 3 3
*X5810103 MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES SQ YD 258 258
*X6640618 ORNAMENTAL FENCE FOOT 115 115
*X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 1 1
*X8140115 HANDHOLE TO BE ADJUSTED EACH 1 1
*Z0013798 CONSTRUCTION LAYOUT L SUM 1 1
*Z0056648 STORM SEWERS, TYPE 1, WATER MAIN QUALITY PIPE, 12" FOOT 34 34
*Z0056650 STORM SEWERS, TYPE 1, WATER MAIN QUALITY PIPE, 15" FOOT 125 125
*Z0056652 STORM SEWERS, TYPE 1, WATER MAIN QUALITY PIPE, 18" FOOT 355 355
*PAY ITEMS WITH SPECIAL PROVISION
SPECIALTY ITEMS
JGG SUMMARY OF QUANTITIES U.
MRA CITY OF EFFINGHAM EVERGREEN AVENUE RECONSTRUCTION 8351 N/A EFFINGHAM 40 5
400 WEST JEFFERSON AVENUE ERB 09/11/2026 3 3

CONCRETE SCHEDULE
35101600 42300200 42400200 42400800 60100060 60108104 60603800 60605000 X5810103 X6640618
AGGREGATE PORTLAND CEMENT PORTLAND CEMENT DETECTABLE CONCRETE PIPE COMBINATION COMBINATION MEMBRANE WATERPROOFING ORNAMENTAL
LOCATION
BASE COURSE, CONCRETE CONCRETE WARNINGS HEADWALLS FOR UNDERDRAINS, CONCRETE CURB AND CONCRETE CURB AND SYSTEM FOR FENCE
TYPE B 4" DRIVEWAY PAVEMENT, 6" SIDEWALK, 5" PIPE DRAINS TYPE 1, 4" GUTTER, TYPE B-6.12 GUTTER, TYPE B-6.24 BURRIED STRUCTURES
STATION TO STATION O/S SQ YD SQ YD SQ FT SQ FT EACH FOOT FOOT FOOT SQ YD FOOT
EVERGREEN AVENUE
213+44.00 TO 224+75.14 LT 1,131
213+44.00 TO 214+16.30 RT 72
214+41.50 TO 214+75.50 LT 88 88
214+78.60 TO 217+49.50 RT 1,394 28
215+01.00 TO 217+25.00 RT 224
215+01.20 TO 215+16.20 LT 17 17
215+96.10 TO 216+11.10 LT 17 17
216+28.40 TO 216+57.40 LT 101 101
217+53.10 TO 217+78.80 LT 32 32
217+84.80 TO 222+66.10 RT 3,802 45
218+09.40 TO 222+42.20 RT 433
223+05.80 TO 224+75.14 RT 1,441 58
223+11.50 TO 224+75.14 LT 843 10
223+11.50 TO 223+95.00 LT 1 87
223+14.80 TO 223+95.00 RT 1 86
223+14.80 TO 223+89.30 RT 75
223+18.70 TO 223+58.40 LT 40
223+21.80 TO 224+75.14 RT 153
223+23.90 TO 223+64.20 RT/LT 258
SHERWOOD PARK
01+12.00 TO 01+55.70 LT 61
01+12.00 TO 01+55.70 RT 58
01+20.80 TO 01+55.70 RT 182
01+23.50 TO 01+55.70 LT 157
BENT TREE DRIVE
01+12.20 TO 01+55.10 LT 47
01+12.20 TO 01+55.10 RT 47
01+28.00 TO 01+55.10 LT 127
01+28.20 TO 01+55.10 RT 148
OCEOLA STREET
01+14.10 TO 01+82.50 LT 64
01+14.10 TO 01+82.50 RT 85
TOTAL 255 255 8,094 141 2 173 213 2,162 258 115
USER NAME =$USER$ DESIGNED - REVISED SCHEDULE OF QUANTITIES F R . T A E U. . . SECTION COUNTY S T H O E T E A T L S SH N E O E . T
GROUP DRAWN - REVISED 10
EFFINGHAM, ILLINOIS 62401 PLOT SCALE =$SCALE$ CHECKED - REVISED CONTRACT NO. (217) 342-5668 / info@f-w.com PLOT DATE =$DATE$ $TIME$ DATE - REVISED SCALE: SHEET 4 OF 5 SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT
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MRA CITY OF EFFINGHAM EVERGREEN AVENUE RECONSTRUCTION 8351 N/A EFFINGHAM 40
400 WEST JEFFERSON AVENUE ERB 09/11/2026