Opens September 29 ? Evergreen Avenue Reconstruction Project-Sherwood Park to Oceola Street ? Plan Drawings

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 =2.00 ' / in. CHECKED - REVISED CONTRACT NO. (217) 342-5668 / info@f-w.com PLOT DATE =9/11/2026 3:15:23 PM DATE - REVISED SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT
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HIGHWAY STANDARDS GENERAL NOTES COMMITMENTS
1.ALL ELEVATIONS SHOWN IN THE PLANS ARE BASED ON NORTH AMERICAN VERTICAL DATUM NONE
000001-09 STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS
OF 1988 (NAVD 88). COORDINATES ARE BASED ON THE ILLINOIS STATE PLANE COORDINATE
001001-02 AREAS OF REINFORCEMENT BARS SYSTEM, EAST ZONE, NAD 83 (1986).
001006 DECIMAL OF AN INCH AND OF A FOOT
280001-07 TEMPORARY EROSION CONTROL SYSTEMS 2.PAVEMENT GRADES SHOWN ARE AT THE TOP OF PAVEMENT SURFACES, UNLESS
424001-12 PERPENDICULAR CURB RAMPS FOR SIDEWALKS NOTED IN THE PLANS.
542301-03 PRECAST REINFORCED CONCRETE FLARED END SECTION
601001-05 PIPE UNDERDRAINS 3.FINISHED SURFACES SHOULD MATCH SURROUNDING GROUND, WITH ALLOWANCE FOR
601101-02 CONCRETE HEADWALL FOR PIPE UNDERDRAINS SETTLEMENT, OR AS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS.
602301-04 INLET - TYPE A
4.ALL EXISTING AND PROPOSED RIGHT-OF-WAY LINES, EASEMENT LINES AND PROPERTY LINES SHOWN
602306-03 INLET - TYPE B
ON THE PLAN SHEETS ARE GRAPHICAL REPRESENTATIONS AND SHALL NOT BE
602401-07 PRECAST MANHOLE TYPE A 4' DIAMETER USED AS MEANS TO ESTABLISH OWNERSHIP. IN ALL MATTERS RELATING TO
602402-03 PRECAST MANHOLE TYPE A 5' DIAMETER RIGHT-OF-WAY AND EASEMENTS, THE PLAT OF HIGHWAYS SHALL BE THE CONTROLLING DOCUMENT.
602601-06 PRECAST REINFORCED CONCRETE FLAT SLAB TOP
602701-02 MANHOLE STEPS 5.THE CONTRACTOR SHALL SUBMIT A PROGRESS SCHEDULE WITHIN 10 DAYS OF CONTRACT
604001-05 FRAME AND LIDS TYPE 1 AWARD NOTIFICATION.
604006-05 FRAME AND GRATE TYPE 3
604036-03 GRATE, TYPE 8 6.GRADING SHALL BE DONE BY HAND AROUND LIGHT POLES, UTILITY POLES, SIGN POSTS,
SHRUBS, TREES OR OTHER NATURAL OR MAN-MADE OBJECTS WHERE SHALLOW FILLS OR
604066-02 FRAME AND LID TYPE 15
CUTS ARE ADJACENT TO THE ITEMS. IT IS THE INTENT THAT THE LIMITS OF CONSTRUCTION
606001-09 CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER
BE SUCH AS TO PRESERVE IN THE ORIGINAL STATE AS MUCH AREA OF RIGHT OF WAY, PERMANENT
701001-02 OFF-RD OPERATIONS, 2L, 2W, MORE THAN 15' (4.5m) AWAY EASEMENTS, AND ANY TEMPORARY EASEMENTS AS POSSIBLE. THE DECISION AS TO ITEMS TO REMAIN
701006-05 OFF-RD OPERATIONS, 2L, 2W, 15' (4.5m) TO 24" (600mm) FROM PAVEMENT EDGE IN PLACE SHALL BE AS INDICATED BY THE ENGINEER. THIS WORK WILL NOT BE PAID FOR SEPARATELY,
701011-04 OFF-RD MOVING OPERATIONS, 2L, 2W, DAY ONLY BUT SHALL BE CONSIDERED INCLUDED IN THE CONTRACT UNIT PRICE PER CUBIC YARD FOR
701501-06 URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED EARTH EXCAVATION AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.
701901-11 TRAFFIC CONTROL DEVICES
780001-05 TYPICAL PAVEMENT MARKINGS 7.FOR STABILIZATION, ALL TYPE III BARRICADES SHALL REQUIRE 4 SAND BAGS PER BARRICADE.
B.L.R. 22-7 TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION
ON RURAL LOCAL HIGHWAYS (TWO-LANE TWO WAY RURAL TRAFFIC) 8.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPER CONTINUOUS DRAINAGE
(ROAD CLOSED TO THRU TRAFFIC) THROUGHOUT THE CONSTRUCTION OF THIS PROJECT.
9.A FULL DEPTH SAW CUT SHALL BE PROVIDED AT ALL REMOVAL LIMITS UNLESS OTHERWISE SHOWN
ON THE PLANS. THIS WORK SHALL BE INCLUDED IN THE COST OF REMOVAL ITEMS.
10.UTILITIES SHOWN IN THE PLANS ARE AS REPORTED TO THE CITY BY THE UTILITY OWNERS AND AS INDICATED
ON EXISTING UTILITY BASE MAPS AND REFERENCE DATA PROVIDED. NO ATTEMPT HAS BEEN MADE TO EXCAVATE,
UNCOVER, OR EXPOSE THESE FACILITIES TO FIELD CHECK THE EXISTENCE, SIZE, DEPTH, CONDITION, CAPACITY,
OR EXACT LOCATION OF THESE UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH UTILITY
COMPANIES RELATIVE TO LOCATIONS AND CONFLICTS.
11.THE CONNECTION OF EXISTING OR PROPOSED DRAIN TILES, UNDERDRAINS, SUMP PUMP DRAINS, PIPE
CULVERTS, OR STORM SEWERS TO THE EXISTING OR PROPOSED DRAINAGE SYSTEM STRUCTURE WILL
NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED AS INCLUDED IN THE PAY ITEMS FOR THE
PROPOSED DRAINAGE SYSTEM.
12.THE CONTRACTOR SHALL VERIFY THE ELEVATION OF THE EXISTING WATERMAIN AND EXISTING GAS MAIN,
AND ANY OTHER UTILITIES AT ALL LOCATIONS WHERE PROPOSED STORM SEWER OR OTHER IMPROVEMENTS
CROSSES THESE EXISTING UTILITIES PRIOR TO ORDERING THE ADJACENT INLETS, MANHOLES, STORM SEWER,
PIPE CULVERTS, AND ALSO AT LOCATIONS WHERE EXCAVATIONS ARE BEING MADE FOR SIDEWALK AND
MULTI-USE PATH CONSTRUCTION AND NO ADDTIONAL COMPENSATION WILL BE ALLOWED.
HMA MIXTURE REQUIREMENT TABLE
EVERGREEN AVE. EVERGREEN AVE.
LOCATION(S):
& SHOULDER & SHOULDER
SURFACE BINDER
MIXTURE USE(S):
COURSE COURSE
PG: PG 70-22 PG 64-22
DESIGN AIR VOIDS: 4.0% @ Ndes=70 4.0% @ Ndes=70
MIXTURE COMPOSITION: IL-9.5 IL-19.0
FRICTION AGGREGATE: MIXTURE "D" N/A
QUALITY MANAGEMENT PROGRAM: QC/QA QC/QA
PLAN QUANTITIES FOR HOT-MIX ASPHALT ITEMS ARE CALCULATED USING A UNIT WEIGHT
OF 112 LB / SQ YD / IN THICKNESS.
NOTE:
PG 64-22 WITH ASPHALT FIBER ADDITIVE SHALL BE ALLOWED FOR THE SURFACE AND BINDER COURSE.
JGG HIGHWAY STANDARDS, GENERAL NOTES, AND COMMITMENTS U.
MRA CITY OF EFFINGHAM EVERGREEN AVENUE RECONSTRUCTION 8351 N/A EFFINGHAM 40 2
400 WEST JEFFERSON AVENUE ERB 09/11/2026 AS SHOWN 1 1

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 =9/11/2026 3:15:24 PM 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 =9/11/2026 3:15:26 PM 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 *72400100 REMOVE SIGN PANEL ASSEMBLY - TYPE A EACH 4 4
56400300 FIRE HYDRANTS TO BE ADJUSTED EACH 1 1 78001110 PAINT PAVEMENT MARKING - LINE 4" FOOT 1,586 1,586
60100060 CONCRETE HEADWALLS FOR PIPE DRAINS EACH 2 2 78001130 PAINT PAVEMENT MARKING - LINE 6" FOOT 300 300
60108104 PIPE UNDERDRAINS, TYPE 1, 4" FOOT 173 173 78001180 PAINT PAVEMENT MARKING - LINE 24" FOOT 41 41
60218400 MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 1 1 ** X4021000 TEMPORARY ACCESS (PRIVATE ENTRANCE) EACH 5 5
*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 =9/11/2026 3:15:26 PM 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
** X4023000 TEMPORARY ACCESS (ROAD) EACH 3 3
** 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

USER NAME =dreimer 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
DRAWN - REVISED -
PLOT SCALE =8.00 ' / in. CHECKED - REVISED - CONTRACT NO.
PLOT DATE =9/11/2026 DATE - REVISED - SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT
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1
3
2
PROPOSED TYPICAL SECTION
EVERGREEN AVENUE
JGG T Y P IC AL S E C TI ON S U.
GROUP MRA CITY OF EFFINGHAM EV E RG R E EN AV E N U E RE C O NS T RU C T IO N 8351 N/A EFFINGHAM 40 6
400 WEST JEFFERSON AVENUE ERB EFFINGHAM, ILLINOIS 62401
(217) 342-5668 / info@f-w.com 08/10/2026 SCALEA:S S H O W N 1 1 213+00.00 224+75.14
.W.O.R
.XE
.W.O.R
.XE
LEGEND
1.
2.
3. EXIST SECTION LINE
VAR
VARIES 20' TO 24' (E-E)
1' & VAR. VARIES 10' TO 12' VARIES 10' TO 12' 1' & VAR.
PGL
VARIES VARIES
VARIES
EXISTING TYPICAL SECTION
EVERGREEN AVENUE
*
**
TNEMESAE
YTILITU
SPIC
XE
R.O.W. 60' & VARIES
VARIES VARIES
VARIES
VARIES
VARIES
STA 213+00.00 TO STA 224+75.14
STA 213+00.00 TO STA 224+75.14
SEE PLAN FOR LOCATION OF EXISTING AND
PROPOSED TEMPORARY USE PERMITS,
EASEMENTS, AND RIGHT OF WAY.
.W.O.R
.XE
2.58' 12' 12' 2.58' 2'
TRAVEL LANE TRAVEL LANE
PGL & CROWN
2.0% 2.0%
4 6" (TYP)
.W.O.R
.XE
VAR
(TYP)
EXIST SECTION LINE
EVERGREEN AVENUE
MAX.
1.5%
9
10
10
6
5 7 8
* *
*
OIL AND CHIP SURFACE, THICKNESS VARIES
AGGREGATE BASE, THICKNESS VARIES
AGGREGATE SHOULDER
4.HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D",
31.6' AND VARIES
N70 - 1 1/2"
5.HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 - 2 1/2"
6.BITUMINOUS MATERIALS (TACK COAT)
7.AGGREGATE BASE COURSE, TYPE B (8" FOR MAINLINE AND
2.75" UNDER COMB. CONC. CURB AND GUTTER)
8.COMBINATION CONCRETE CURB AND GUTTER TYPE B-6.24
9.PORTLAND CEMENT CONCRETE SIDEWALK, 5"
(6" AT ENTRANCE APRONS)
10.SEEDING, CLASS 1; TOPSOIL FURNISH AND PLACE, 4";
EROSION CONTROL BLANKET
11.SEEDING, CLASS 1; TOPSOIL FURNISH AND PLACE, 4";
MULCH, METHOD 2
R.O.W. 60' & VARIES
VARIES VARIES VARIES 10' TO 15'
VARIES VARIES *** VARIES VARIES 5' TO 10'
SEE CROSS SECTIONS 2' TO 9'
**
1.5% & **
VARIES
1:3
MAX
&
VARIES
11
10
(SEE PLANS FOR
LOCATIONS)
11
SEE CROSS SECTIONS FOR SIDEWALK
LOCATION AND SLOPE INFORMATION.
***SEE CROSS SECTIONS FOR SIDEWALK
LOCATION STA 223+14 TO 224+75.14.
TNEMESAE
EGANIARD
TNENAMREP
RP
TIMREP
ESU
YRAROPMET
RO
NOTE:
PR PAVEMENT TAPER FROM STA 213+00 TO STA 213+50
SHALL CONSIST OF SAME PROPOSED PAVING & AGGREGATE
BASE MATERIAL TYPES AND DEPTHS AS MAINLINE.
2' TO 5'
VARIES**
1:3
MAX
& VARIES
(SEE PLAN FOR LOCATION OF HMA TAPER
STA 213+00.00 TO 213+50.00)

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 =9/11/2026 3:15:27 PM DATE - REVISED SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT
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DRAINAGE STRUCTURE SCHEDULE
28000500 54213660 54213663 60218400 60219500 60222200 60235700 60236200 60240215 60240220
PRECAST PRECAST MANHOLES, MANHOLES, MANHOLES, INLETS, INLETS, INLETS, INLETS,
INLET REINFORCED REINFORCED TYPE A, TYPE A, TYPE A, TYPE A, TYPE A, TYPE B, TYPE B,
LOCATION AND CONCRETE CONCRETE 4'-DIAMETER, 4'-DIAMETER, 5'-DIAMETER, TYPE 3 WITH TYPE TYPE 1 TYPE 3
PIPE FLARED FLARED TYPE 1 FRAME, TYPE 15 FRAME TYPE 15 FRAME FRAME 8 GRATE FRAME, FRAME
PROTECTION END SECTIONS END SECTIONS CLOSED AND AND AND CLOSED AND
15" 18" LID LID LID GRATE LID GRATE
STRUCTURE NO. STATION C O O F N F T S R E O T L E C L O E N VA TR TI O O L N EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH
1 213+34.06 19.5' RT 592.78 1 1
2 214+00 12.0' LT 595.65 1 1
3 214+00 12.0' RT 595.65 1 1
4 214+00 27.75' RT 594.20 1 1
5 215+50 12.0' LT 593.65 1 1
6 215+50 12.0' RT 593.65 1 1
6A 216+16.76 23.31' LT 592.32 1 1
6B 216+16.76 15.08' LT 592.92 1 1
7 217+15 12.0' LT 589.80 1 1
8 217+15 12.0' RT 589.80 1 1
9 217+00 33.25 ' RT 588.50 1 1
10 218+69.73 17.1' LT 578.35 1 1
11 218+91.48 17.1' LT 576.30 1 1
12 219+00 12.0' LT 574.91 1 1
13 219+00 12.0' RT 574.91 1 1
14 221+00 12.0' LT 561.72 1 1
15 221+00 12.0' RT 561.72 1 1
16 222+35 12.0' LT 558.34 1 1
17 222+35 12.0' RT 558.34 1 1
18 (EX MH) 222+46 33.5' RT EX BY OTHERS
19 (EX 24" FES) 223+18 33.55' RT 549.66
20 224+00 12.0" LT 557.57 1 1
21 224+00 12.0' RT 557.57 1 1
22 224+00 48.0' RT 553.50 1
EX MH 214+37 LT 1
EX MH 216+42 LT 1
TOTAL 23 2 1 1 6 2 5 3 2 1
NOTES:SEE ROADWAY AND DRAINAGE PROFILE SHEETS FOR LOCATIONS OF DRAINAGE STRUCTURES AND PIPE FLOWLINE INVERTS.
CONTROL ELEVATIONS OF CURB CASTINGS ON STRUCTURES ARE TO THE EDGE OF PAVEMENT. ELEVATIONS OF MANHOLES AND INLETS NOT IN CURB LINE ARE TO THE TOP OF LID.
OFFSETS FOR CURB INLETS AND MANHOLES IN CURB LINE ARE SHOWN TO THE EDGE OF PAVEMENT. OFFSETS FOR ALL OTHER STRUCTURES ARE SHOWN TO THE CENTER OF STRUCTURE.
OFFSETS AND CONTROL ELEVATION FOR FLARED END SECTIONS ARE TO CENTER POINT OF FLARED END.
STORM SEWER SCHEDULE
20800150 550A0050 550A0070 550A0090 550A0380 550A0410 Z0056648 Z0056650 Z0056652
TRENCH STORM SEWERS, STORM SEWERS, STORM SEWERS, STORM SEWERS, STORM SEWERS, STORM SEWERS, TYPE 1, STORM SEWERS, TYPE 1, STORM SEWERS, TYPE 1,
LOCATION
BACKFILL CLASS A, CLASS A, CLASS A, CLASS A, CLASS A, WATER MAIN WATER MAIN WATER MAIN
TYPE 1 12" TYPE 1 15" TYPE 1 18" TYPE 2 18" TYPE 2 24" QUALITY PIPE, 12" QUALITY PIPE, 15" QUALITY PIPE, 18"
STRUCTURE PIPE INVERT STRUCTURE PIPE INVERT
% SLOPE CU YD FOOT FOOT FOOT FOOT FOOT FOOT FOOT FOOT
NO. ELEV. TO NO. ELEV.
1 592.78 TO 3 591.95 1.30% 5 58
2 592.40 TO 3 592.15 1.00% 4 25
3 592.15 TO 4 592.47 2.50% 1 13
3 591.85 TO 6 589.94 1.30% 31 147
5 590.40 TO 6 590.15 1.00% 4 25
6 589.84 TO 8 584.92 3.05% 43 161
6A 590.30 TO 6B 590.24 1.20% 1 5
7 585.50 (S, W, E) TO 8 585.05 1.75% 7 26
8 586.08 TO 9 586.50 1.80% 2 23
8 584.82 TO 13 570.99 7.60% 53 182
13 571.32 TO 12 571.70 1.50% 3 25
12 572.26 TO 11 572.90 8.00% 1 8
11 573.12 TO 10 574.80 8.00% 4 21
13 570.00 TO 15 557.00 6.60% 65 197
15 558.25 TO 14 558.50 1.00% 4 25
15 556.00 TO 17 553.36 2.00% 95 132
17 554.75 TO 16 555.00 1.00% 4 25
17 552.55 TO EX 18 MH 552.35 1.00% 2 20
20 554.30 TO 21 553.92 1.50% 4 25
21 553.84 TO 22 553.50 1.00% 3 28
TOTAL 336 36 53 416 132 20 34 125 355
JGG SCHEDULE OF QUANTITIES U.
MRA CITY OF EFFINGHAM EVERGREEN AVENUE RECONSTRUCTION 8351 N/A EFFINGHAM 40 7
400 WEST JEFFERSON AVENUE ERB 09/11/2026 1 5

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 =9/11/2026 3:15:28 PM DATE - REVISED SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT
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EARTHWORK SCHEDULE
20200100 20400800
ESTIMATED ESTIMATED CUT EARTH ESTIMATED TOTAL ESTIMATED TOPSOIL
LOCATION
EARTH TOPSOIL MATERIAL FOR EXCAVATION ESTIMATED FILL WASTE (+) OR TOPSOIL AVAILABLE (WASTE)
EXCAVATION EXCAVATION EMBANKMENT ADJUSTED FOR EMBANKMENT FURNISHED PLACED (+) OR TO BE
SHRINKAGE (25%) EXCAVATION (-) FURNISHED (-)
STATION TO STATION (CU YD) (CU YD) (CU YD) (CU YD) (CU YD) (CU YD) (CU YD)
EVERGREEN AVENUE
213+00.00 224+75.14 2,379 1,683 696 522 4,960 -4,438 401 1,282
PROJECT TOTALS 2,379 1,683 696 522 4,960 -4,438 401 1,282
NOTES: 1. CUT END AREAS SHOWN ON THE CROSS SECTIONS INCLUDE AGGREGATE BASE, SHOULDERS, AN APPROXIMATE 1' DEPTH OF TOPSOIL/UNSUITABLE
STRIPPING, AND OIL & CHIP SURFACE.
2. FILL END AREAS SHOWN ON THE CROSS SECTIONS ARE TO TOP OF EMBANKMENT GRADE AND DO NOT INCLUDE AREA OF TOPSOIL PLACEMENT.
3. ESTIMATE 1.25 SHRINKAGE FACTOR.
4. EARTHWORK SCHEDULE IS SHOWN FOR INFORMATION ONLY.
LANDSCAPING SCHEDULE
21101615 25000110 25000400 25000500 25000600 25100115
TOPSOIL SEEDING, NITROGEN PHOSPHORUS POTASSIUM MULCH,
LOCATION
FURNISH & CLASS 1A FERTILIZER FERTILIZER FERTILIZER METHOD 2
PLACE, 4" NUTRIENT NUTRIENT NUTRIENT
STATION O/S TO STA O/S SQ YD ACRE POUND POUND POUND ACRE
EVERGREEN AVENUE
213+00.00 LT TO 224+75.14 LT 1,496 0.3 27 27 27 0.3
213+00.00 RT TO 224+75.14 RT 2,112 0.5 45 45 45 0.5
TOTAL 3,608 0.8 72 72 72 0.8
HOT-MIX ASPHALT SCHEDULE
35101400 40600290 40603085 40604062 48203013
AGGREGATE BITUMINOUS HOT-MIX ASPHALT HOT-MIX ASPHALT HOT-MIX
LOCATION
BASE COURSE, MATERIALS BINDER COURSE, SURFACE COURSE, ASPHALT
TYPE B (TACK COAT) IL-19.0, N70 IL-9.5, MIX "D", N70 SHOULDERS, 4"
STATION TO STATION OFFSET TON POUND TON TON SQ YD
EVERGREEN AVENUE
213+00.00 TO 224+75.14 LT/RT 1,490 2,225 438 263
214+71.69 TO 217+58.10 LT 57 28 125
SHERWOOD PARK 81 38 24 14
BENT TREE DRIVE 16 50 85 14
OCEOLA STREET 101 46 28 17
TOTAL 1,745 2,387 575 308 125
JGG SCHEDULE OF QUANTITIES U.
MRA CITY OF EFFINGHAM EVERGREEN AVENUE RECONSTRUCTION 8351 N/A EFFINGHAM 40 8
400 WEST JEFFERSON AVENUE ERB 09/11/2026 2 5

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 =9/11/2026 3:15:28 PM DATE - REVISED SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT
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REMOVAL SCHEDULE
40600982 44000100 44000200 44000500 44000600 50105220 72400100
HOT-MIX ASPHALT PAVEMENT DRIVEWAY COMBINATION SIDEWALK PIPE REMOVE SIGN
LOCATION
SURFACE REMOVAL REMOVAL PAVEMENT CURB AND REMOVAL CULVERT PANEL ASSEMBLY
BUTT JOINT REMOVAL GUTTER REMOVAL REMOVAL TYPE A
STATION TO STATION OFFSET SQ YD SQ YD SQ YD FOOT SQ FT FOOT EACH
EVERGREEN AVENUE
214+29.67 21491 217+81.92 RT 61
214+32.97 TO 217+81.92 LT 562
216+93.05 TO 217+06.10 LT 64
217+36.11 TO 217+97.06 RT 61
222+92.19 TO 223+23.96 LT/RT 82
223+64.17 TO 224+75.14 LT/RT 320
213+87.00 17.2' RT 1
214+31.70 28.1' RT 1
214+75.90 26.2' RT 1
217+83.10 26.1' RT 1
SHERWOOD PARK
01+11.68 TO 01+55.65 LT/RT 147
01+13.93 TO 01+55.65 LT 164
01+19.02 TO 01+55.65 RT 142
01+38.76 TO 01+55.65 LT 17
01+40.90 TO 01+55.65 RT 15
BENT TREE DRIVE
01+40.08 TO 01+59.09 RT 91
01+40.16 TO 01+54.96 LT 72
01+39.70 TO 01+55.12 LT 15
01+40.00 TO 01+55.12 RT 15
01+45.62 TO 01+55.12 LT/RT 25
OCEOLA STREET
01+10.84 TO 01+76.61 LT/RT 216
TOTAL 25 765 562 62 533 122 4
JGG SCHEDULE OF QUANTITIES U.
MRA CITY OF EFFINGHAM EVERGREEN AVENUE RECONSTRUCTION 8351 N/A EFFINGHAM 40 9
400 WEST JEFFERSON AVENUE ERB 09/11/2026 3 5

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 =9/11/2026 3:15:28 PM DATE - REVISED SCALE: SHEET OF SHEETS STA. TO STA. ILLINOIS FED. AID PROJECT
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CONCRETE SCHEDULE
35101600 42300200 42400200 42400800 60100060 60108104 60603800 60605000 X6640618
AGGREGATE PORTLAND CEMENT PORTLAND CEMENT DETECTABLE CONCRETE PIPE COMBINATION COMBINATION ORNAMENTAL
LOCATION
BASE COURSE, CONCRETE CONCRETE WARNINGS HEADWALLS FOR UNDERDRAINS, CONCRETE CURB AND CONCRETE CURB AND FENCE
TYPE B 4" DRIVEWAY PAVEMENT, 6" SIDEWALK, 5" PIPE DRAINS TYPE 1, 4" GUTTER, TYPE B-6.12 GUTTER, TYPE B-6.24
STATION TO STATION O/S SQ YD SQ YD SQ FT SQ FT EACH FOOT FOOT FOOT 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
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 2,162 115
JGG SCHEDULE OF QUANTITIES U.
MRA CITY OF EFFINGHAM EVERGREEN AVENUE RECONSTRUCTION 8351 N/A EFFINGHAM 40 10
400 WEST JEFFERSON AVENUE ERB 09/11/2026 4 5