I 11 ., ., z:

i ti

I 'I

State of Illinois

Department of Natural Resources Office of Mines and Minerals

Division of Abandoned Mined Lands Reclamation

Funded by the United States Department of Interior Federal Office of Surface Mining

Ward Mine Reclamation Project AML-IFrE-2514 Franklin County

SCHEDULE OF DRAWINGS:

1. Cover Sheet

2. Summary of Quantities / General Notes I Location Map

3. Existing Conditions and Site Information - East Air Shaft & Main Shaft

4. Existing Conditions and Site Information - Main Shaft

5. Existing Conditions and Site Information - East Air Shaft

6. Special Excavation - Concrete and Junk Removal

7. Directional Boring and Demolition Plan - East Air Shaft

8. Directional Boring and Demolition Plan - Main Shaft

9. New Access Road - Plan and Profile

10. Erosion Control & Temporary Safety Fencing Plan - Both Sites

11. Planting Plan & New Water Services Plan - Main Shaft Site

12. Mine Marker and Construction Sign Details

13. Haul Route Roadway Repairs

PRE-BIO MEETING, REFER TO THE BIO

SOllCITA TION FOR INFORMATION

ABOUT THE PRE-BID MEETING.

Approved for Bidding:

�or Office of Mines and Minerals

Ward Mine Franklin County

Approved By:

LJ/4C&L�Lance Range, Manager AMLR Division

A

:l{Owr.t, .. ._.

Lici��t��.�:���� FAineer

V.•, 'r{//" .-t.tf.-;\,� � •. �:':'/.' �,_.-, t,��:.41{.,� Brown and Roberts, Inc. Job#: 24142 x.,_ _____________________________________________________________________________________________________ _.

# Item Section Quantity Unit Rates/Remarks

1 SPECIAL CLEARING 201 1 L SUM

FURNISHED EXCAVATION 204

CU YD

MINE REFUSE EXCAVATION 202

CU YD4

SPECIAL EXCAVATION 215 L SUM5

DIRECTIONAL BORING (EAST AIR SHAFT) 218

NITROGEN FERTILIZER NUTRIENT 380 POUND

SEE SCHEDULE BELOW

PHOSPHOROUS FERTILIZER NUTRIENT 190 POUND13

POTASSIUM FERTILIZER NUTRIENT 190 POUND14

AGRICULTURAL GROUND LIMESTONE 9.5 TON 5.0 TON / ACRE

SEEDING, CLASS 1 (MAIN SHAFT) IDOT 250 1.2 ACRE

MULCH, METHOD 2 IDOT 251 3.8 TON PROCEDURE 1, 2 TON/ACRE

PORTLAND CEMENT CONCRETE CAP 425 47 CU YD

REMOVAL OF EXISTING STRUCTURES 501 1 L SUM

666MINE OPENING MARKER 2 EACH

PERIMETER EROSION BARRIER 280 1,050 FOOT

SCHEDULE OF SEEDING, FERTILIZER NUTRIENTS, MULCH AND MOWING

ITEM

(unit)

INITIAL APPLICATION

AUG 1-NOV 15 2026

SECOND APPLICATION

FEB 15-MAR 15 2027 MAY 2027 TOTAL

QUANTITY

SEEDING

(acres) 1.9 1.9

AGRICULTURAL

GROUND LIMESTONE

(tons) 9.5

NITROGEN

FERTILIZER NUTRIENT

(pounds)

(100 Lb./A) 380

PHOSPHOROUS

FERTILIZER NUTRIENT

(pounds)

POTASSIUM

FERTILIZER NUTRIENT

(pounds)

MULCH, METHOD 2

PROCEDURE 1

(tons)

3.8 (2 Ton/A) 3.8

MOWING (acres) 1.9 1.9

GENERAL NOTES

Unless otherwise noted on the plans, all disturbed areas within the construction limits will be amended with agricultural ground limestone, fertilizer nutrients, seeded, and mulched at the required rates specified in the plans.

The Contractor is responsible for visiting the site and familiarizing himself with the existing and proposed reclamation work prior to submitting a bid.

The Contractor shall provide and pay for all field engineering services to execute the project as specified in the Field Engineering section of the Special Provisions.

The Contractor is responsible for locating and protecting all existing utility lines pertaining to the work.

Unless noted on the plans, all onsite access roads may be used for construction but must be maintained during construction and restored to original or better condition at the completion of work by the contractor. Public access roads to the site as designated in the plans are to be maintained to the satisfaction of the City of Benton.

The construction limits will be staked by the contractor prior to construction. The contractor is responsible for the repair and/or restitution at his own expense for all damaged done to any area outside the construction limits.

Application rates specified in the plans are shown in the Summary of Quantities-Rates/Remarks column.

The engineer shall observe the excavation of the mine openings and provide direction on the depth and extent of excavation. The engineer shall determine the method of backfill based on the plan details and calculate the required quantities of materials based on conditions encountered during excavation. The engineer reserves the right to increase, decrease, or delete any of the contract pay items. Quantities included in the contract are based on best available information and may be adjusted dependent upon the actual conditions encountered in the field.

Contractor must abide construction sequence when opening shafts. Air Shaft must be opened first.

CONSTRUCTION NOTES

ROADS - The Contractor shall comply with requirements of state and local roadway jurisdiction authorities as part of the satisfactory performance of the reclamation work.

BURIAL/REMOVAL OF MATERIAL - All concrete and other debris items encountered will be removed or buried as directed by the Engineer. Items such as concrete or other suitable items without rebar may be buried in the shafts on site and shall be buried with 3 feet minimum cover. Trash and unsuitable organic debris shall be disposed of in an IEPA approved offsite landfill in accordance with Sections 201 and 501 of the Special Provisions.

TREE REMOVAL- Trees and vegetative items resulting from Special Clearing are to be chipped and made available to landowners or removed from the project site and disposed of at an IEPA approved disposal site. Clearing of trees may only occur from October 16th to March 14th.

ACID WATER TREATMENT - If acid mine drainage treatment is determined necessary by the engineer, and not otherwise specified in the plans, any water treatment will be paid for in accordance with Article

109.04 of the Standard Specifications.

EROSION CONTROL - The contractor shall schedule his operations and take such precautions that may be necessary to prevent or minimize erosion. Failure to comply with this requirement shall cause the contractor to be fully responsible for repairing any eroded areas and cleaning up areas or drainage structures that have become silted in or damaged. Deductions and conditions stated in Article 105 of the Standard Specifications apply.

AGRICULTURAL GROUND LIMESTONE-Immediately prior to seed bed preparation, fertilizer nutrients and agricultural ground limestone shall be uniformly spread at the rates specified in the plans.

Location Map

N.T.S.

SUMMARY OF QUANTITIES

D ra w n

By

C he ck ed

B y

D at e

JK

3/

Su m m ar y of

Q ua nt iti es

G en er al

N ot es

Lo ca tio n

M ap

St at e of

Il lin oi s

D ep ar tm en t o f N at ur al

R es ou rc es O ffi ce o f M in es a nd

M in er al s Ab an do ne d

M in ed L an d

R ec la m at io n D iv is io n

W ar d M in e

R ec la m at io n Pr oj ec t

AM

L-

IF

rE -2

Fr an kl in

C ou nt y

Sh ee t 2 o f 1

St uy ve sa nt S t.

Cutler St.

G ol dh ei m er

A ve

E. Taylor St.

Ward Mine

Creek

1.1 Miles to Benton Square

0.

M ile s

0.1 Miles

PAVEMENT REMOVAL 440 826 SQ YD

AGGREGATE BASE COURSE, TYPE A IDOT 351 470 TON

HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N70 406 921 TON

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 406 116 TON

BITUMINOUS MATERIALS (PRIME COAT) 406 21,850 POUND

BITUMINOUS MATERIALS (TACK COAT) 406 2,210 POUND

PIPE CULVERTS, CLASS A, TYPE 1, 12" 542 64 FOOT

CONSTRUCTION NOTES (CONT'D)

MULCHING - Within 24 hours from the time seeding has been performed, the seeded area shall be given a covering of mulch at the rates specified in the plans. The mulch is to the anchored into the soil in accordance with the requirements for method 2, procedure 1 of Article 251.03 of the Standard Specifications. If Excelsior or Special Excelsior Blanket is to be used, the blanket shall be placed the same day that the areas are seeded.

PRECAUTIONS AND PROCEDURES

1. All workers will be instructed on these precautions and procedures prior to working at the site.

2. All work shall be conducted during daylight hours and/or the site shall have sufficient lighting.

3. The edges of the shaft shall be barricaded to prevent persons or equipment from falling into the opening.

4. If trucks are used to haul and dump material near the edge of the shaft, the shaft shall have sufficient size concrete barriers to all approaches to prevent anyone/anything from falling into the opening.

5. When equipment is used to push material into the shaft or when trucks dump directly into the shaft, the edge to which the operator pushes shall be clearly marked and an individual shall act as a "spotter'' to prevent equipment from getting too close to the opening.

6. All personnel working near the shaft shall carry an operating multi-gas detector and a fire extinguisher will be on site until the effective seal is complete.

7. There shall be no welding, cutting with a torch, or device causing a spark within 50 feet of the shaft.

8. During the 72 hour period after shaft penetration the contractor shall monitor the methane level at the entrance of the hole every 8 hours and record the methane concentration. The results of the examination shall be recorded in a logbook to be kept at the project site and emailed to the construction observer immediately after collection and recording.

9. A multi-gas detector shall be placed on the downwind side of the shaft opening during any backfilling operations. If a gas check is made over the shaft opening, a sufficient length probe shall be used to prevent anyone from reaching over the exposed shaft opening.

St uy ve sa nt S t.

0.

M ile s

TEMPORARY DITCH CHECK 280 32 FOOT

EARTH EXCAVATION 202 247 CU YD

TREE, QUERCUS PALUSTRIS (PIN OAK), 2-1/2" CALIPER, 253 1 EACH

9.5 (5 Ton/A)

(100 Lb./A)

(100 Lb./A)

(100 Lb./A)

EVERGREEN, PINUS STROBUS (EASTERN WHITE PINE), 6' HEIGHT, 253 1 EACH

BALLED AND BURLAPPED

BALLED AND BURLAPPED

MOBILIZATION (Maximimum 6% of bid) 671 1 L SUM

USE STRAW OR HAY BALES WITH

TWO STAKES PER BALE

USE IDOT STANDARD 280001-07

MOWING 258 1.9 ACRE

6 ROCKFILL, C4 (EAST AIR SHAFT)

9 DIRECTIONAL BORING (MAIN SHAFT)

ROCKFILL, C4 (MAIN SHAFT)

5,500

5,500

L SUM

L SUM

TON

TON

PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH IDOT 424 120 SQ FT

SCARIFYING, GRADING, AND COMPACTING ROAD BASE 440 8,860 SQ YD

HOT-MIX ASPHALT BINDER COURSE, IL-9.5FG, N70 406 830 TON

AGGREGATE SHOULDERS, TYPE A IDOT 481 500 TON

MANHOLES TO BE ADJUSTED IDOT 602 5 EACH

VALVE VAULTS TO BE ADJUSTED IDOT 602 5 EACH

See Sheet 13 for Repairs

SEEDING, CLASS 1B (EAST AIR SHAFT) 0.7 ACREIDOT 250

IDOT 250

IDOT 250

IDOT 250

IDOT 250

NIGP #

912-19

912-23

912-44

912-44

912-44

912-16

912-16

988-52

988-52

988-52

988-52

988-52

988-14

988-14

912-23

750-70

750-70

912-40

912-40

912-23

912-40

913-39

913-56

913-56

750-70

962-39

988-52

988-52

988-52

988-52

988-52

912-23

912-23

745-00

745-00

745-00

745-00

745-00

WATER SERVICE LINE 1" 562 600 FOOT913-60

TEMPORARY SAFETY FENCE 665 675 FOOT330-55

ROADS

MAJOR HIGHWAYS34

LEGEND

W

X

X X X X

X

E E

E E

E

EE

E E

E

E

E E

E

E

E E

E E

E EE E E

EE

E

E E

EEEEEE

E E

E E

E E

E

E E

E E

E E

E E E E

E E E E E E E E E EE

E

E

E

E E

E

E

E

E

X

G G

G G

G G

G G

G

G G

G G

G G

G G

G G

G

G G

G G

G G

G G

W W

W W

W W

W

W W

W W

W

FO FO FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO FO

W W W

W W

W

H O

U

SE

H O

U

SE

HOUSE

HOUSE

GARAGE

HOUSE HOUSE

GARAGE

HOUSE

HOUSE

H O

U

SE

SH

ED

SH

ED

SHEDS

GARAGE

BRIDGE

CARPORT

WATER SURFACE

ELEVATION=420.4

ON 8/16/2024

MAIN

SHAFT

EAST AIR

SHAFT

CP3

CP4 CP5

M B

E. TAYLOR ST.

N486596.4 E821290.6

N486760.5 E821286.2

N486761.9 E821285.3

N486786.9 E821305.6

N486886.9 E821307.5

N486766.9 E821393.7

N486749.5 E821830.2

N486889.3 E821836.0 N486873.7

E822061.4

N486486.4 E821340.0

N486600.9 E821532.4

N486617.0 E821435.0

N486766.9 E821433.7

N486749.3 E821794.8

N486718.2 E821850.0

N486849.8 E821834.4

N486825.8 E821846.4

N486796.8 E821832.2

N486525.9 E821410.2

N486559.6 E821466.8

N486718.5 E821794.8

N486676.4 E821849.9

N486675.9 E821917.2

N486740.5 E821917.2

N486848.1 E822061.3

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

PROPOSED MINE

OPENING MARKER

LOCATION. (10' EAST

OF MAIN SHAFT EDGE)

PROPOSED MINE

OPENING MARKER

LOCATION. (10' EAST OF

EAST AIR SHAFT EDGE)

N486591.0 E821516.7

N486567.1 E821531.7

N486556.5 E821514.7

N486580.3 E821499.7

N486886.3 E821879.7 N486882.8

E821929.6

N486886.3 E821284.5

N486895.4 E821880.1

N486892.8 E821930.0

N486898.6 E821284.7

N486899.5 E821399.4 D ep ar tm en t o f N at ur al R es ou rc es

St at e of

Il lin oi s

Sh ee t 3 o f 1

D ra w n

By

C he ck ed

B y

D at e

AM

L-

IF

rE

-2

M in e

R ec la m at io n Pr oj ec t

Fr an kl in

C ou nt y

W ar d M in e

JK

3/

SCALE IN FEET

Ex is tin g

C on di tio ns a nd S ite In fo rm at io n

- E as t A ir Sh af t

M ai n

Sh af t

Ab an do ne d M in ed

L an ds R ec la m at io n

D iv is io n O ffi ce o f M in es a nd

M in er al s

0 40 80

SITE CONTROL

Point Northing Easting Elevation Description

3 486868.43 822143.03 416.38 IRON PIN AND CAP

4 486919.41 821187.52 430.40 5 486917.15 821920.13 419.78

WARNING:

Potentially poisonous and explosive gases are escaping from the coal mine shafts. The Contractor shall be responsible for all safety precautions associated with the work including:

A) Monitoring escaping gases and/or atmospheric conditions in the vicinity of the work.

B) Providing safety equipment, breathing apparatus, etc. as needed to protect the health and safety of the Contractor's personnel.

C) Providing warnings and safety instructions to the Contractor's personnel to advise of potential dangers and necessary precautions to prevent ignition of explosive gases and/or breathing of poisonous gases.

D) Keeping unauthorised persons from the work area during the course of the work.

E) Implementing any and all other safety precautions which the Contractor determines nesessary to protect his workforce and equipment.

WARNING:

The original depth of the East Air Shaft as well as the Main Shaft was approximately 640 feet. The shafts have been previously sealed near the surface. The nature and integrity of the seals, and the shaft linings below those seals, are undetermined. Consequently, the reaction of the ground surface near the shafts when subjected to stress from equipment cannot be predicted. Use of equipment, particularly heavy equipment, could cause sloughing or shaft cave-in. The Contractor shall be responsible for all necessary safety precautions to protect the Contractor's equipment and personnel from damage, injury, or loss in performance of the work, including:

A) Choice of type and size of equipment.

B) Use of safety lines.

C) Providing warnings and safety instructions to the Contractor's personnel to advise of potential dangers associated with shaft collapse.

D) Implementing any and all other safety precautions the Contractor shall determine nesessary to protect his workforce and equipment.

LEGEND

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS COORDINATESN 369,940

E 882,830

CONTROL POINT

CULVERT

EDGE OF MINE REFUSE

X X X X X FENCE

ROADS OTHER

ROADS PAVED

STRUCTURE

TREELINE

WATER CHANNEL/EDGE

TRANSFORMER

G G G

W W W

FO FO FO

E E E APPROXIMATE UNDERGROUND ELECTRIC

APPROXIMATE GAS

APPROXIMATE WATER

APPROXIMATE COMMUNICATIONS

JUNK AND CONCRETE

TO BE REMOVED (SEE SHEET 6)

IRON PIN AND CAP

IRON PIN AND CAP

NOTE:

UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY LOCATION OF ALL EXISTING UTILITIES.

AutoCAD SHX Text

PROPOSED CONSTRUCTION SIGN LOCATION

W

X X

X

X X X X X X X X X

X X

X

E E E E

E

E E

E E

E E

E E

E E

E E

E E

E

E

E

E

E

E E

E

E

E

E

E

E E E E E

E E

E E

E E E

E E E E E E E

E

E E

E E

E E

E E

E E

EEEEEEEEEEEEE

E E

E E

E E

E E

E E

E E

E E

E

E E

E E

E E

E E

E E

E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E

E

E

E

E

E

E

E

E

E

E E

E E

E

E

E

E

E

E

E

E

G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G G

G

W W

W W

W W

W W

W W

W

W

W

W

W

W W

W W

W W

W

W W

W

FO FO FO FO FO FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

W W W W W W

W W

W W

W W

HOUSE

HOUSE

GARAGE

HOUSE

HOUSE

HOUSE

SHED

SHED

SHEDS

GARAGE

WATER SURFACE

ELEVATION=420.4

ON 8/16/2024

430431

MAIN

SHAFT

CP4

M B

E. TAYLOR ST.

Remove Existing Trees

Remove Existing Tree Stump

Mailboxes to be Temporarily Relocated During Construction then Permanently Relocated to Realigned Cedar Lane.

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FOFOFO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

D ep ar tm en t o f N at ur al

R es ou rc es St at e of Il lin oi s

Sh ee t 4 o f 1

D ra w n

By

C he ck ed

B y

D at e

AM

L-

IF

rE

-2

M in e

R ec la m at io n Pr oj ec t

Fr an kl in

C ou nt y

W ar d M in e

JK

3/

SCALE IN FEET

Ex is tin g

C on di tio ns a nd S ite In fo rm at io n

- M ai n

Sh af t

Ab an do ne d M in ed

L an ds R ec la m at io n

D iv is io n O ffi ce o f M in es a nd

M in er al s

0 20 40

LEGEND

CONSTRUCTION LIMITS

CONTROL POINT

CULVERT

EDGE OF MINE REFUSE

X X X X X FENCE

JUNK AND CONCRETE

ROADS OTHER

ROADS PAVED

STRUCTURE

TREELINE

APPROXIMATE UNDERGROUND ELECTRIC

WATER CHANNEL/EDGE

TRANSFORMER

G G G APPROXIMATE GAS

W W W APPROXIMATE WATER

FO FO FO APPROXIMATE COMMUNICATIONS

E E E

CONTOUR

TO BE REMOVED (SEE SHEET 6)

E E E

E

E

E

E

E E

E E

E

E

E

E

E

E

E

E

W

FO FO FO

GARAGE

HOUSE

GARAGE

BRIDGE

CARPORT

WATER SURFACE

ELEVATION=420.4

ON 8/16/2024

420421422423424425

CP3

CP5

AREA TO BE CLEARED

EAST AIR

SHAFT

E. TAYLOR ST.

D ep ar tm en t o f N at ur al

R es ou rc es St at e of Il lin oi s

Sh ee t 5 o f 1

D ra w n

By

C he ck ed

B y

D at e

AM

L-

IF

rE

-2

M in e

R ec la m at io n Pr oj ec t

Fr an kl in

C ou nt y

W ar d M in e

JK

3/

SCALE IN FEET

Ex is tin g

C on di tio ns a nd S ite In fo rm at io n

- E as t A ir Sh af t

Ab an do ne d M in ed

L an ds R ec la m at io n

D iv is io n O ffi ce o f M in es a nd

M in er al s

0 20 40

LEGEND

CONSTRUCTION LIMITS

CONTROL POINT

CULVERT

EDGE OF MINE REFUSE

X X X X X FENCE

JUNK AND CONCRETE

ROADS OTHER

ROADS PAVED

STRUCTURE

TREELINE

APPROXIMATE UNDERGROUND ELECTRIC

WATER CHANNEL/EDGE

TRANSFORMER

G G G APPROXIMATE GAS

W W W APPROXIMATE WATER

FO FO FO APPROXIMATE COMMUNICATIONS

E E E

CONTOUR

TO BE REMOVED (SEE SHEET 6)

AREA TO BE CLEARED

TEMPORARY CROSSING PER SECTION 616 OF THE SPECIAL PROVISIONS

X X X X

X

H O

U

SE

H O

U

SE

HOUSE

HOUSE

GARAGE

HOUSE HOUSE

GARAGE

HOUSE

HOUSE

H O

U

SE

SH

ED

SH

ED

SHEDS

GARAGE

BRIDGE

CARPORT

WATER SURFACE

ELEVATION=420.4

ON 8/16/2024

MAIN

SHAFT

EAST AIR

SHAFT

CP3

CP4 CP5

M B

E. TAYLOR ST.

9 10

APPROXIMATE AREA

OF PROPOSED MINE

REFUSE EXCAVATION

(100 CU YD)

D ep ar tm en t o f N at ur al

R es ou rc es St at e of Il lin oi s

Sh ee t 6 o f 1

D ra w n

By

C he ck ed

B y

D at e

AM

L-

IF

rE

-2

M in e

R ec la m at io n Pr oj ec t

Fr an kl in

C ou nt y

W ar d M in e

JK

3/

SCALE IN FEET

Sp ec ia l E xc av at io n

- C on cr et e an d

Ju nk

R em ov al

Ab an do ne d M in ed

L an ds R ec la m at io n

D iv is io n O ffi ce o f M in es a nd

M in er al s

LEGEND

CONSTRUCTION LIMITS

CONTROL POINT

CULVERT

EDGE OF MINE REFUSE

X X X X X FENCE

JUNK AND CONCRETE TO BE REMOVED

ROADS OTHER

ROADS PAVED

STRUCTURE

TREELINE

WATER CHANNEL/EDGE

0 40 80

NOTE:

VOIDS LEFT BY REMOVAL OF CONCRETE SHALL BE

GRADED AND BACKFILLED TO MATCH ADJACENT AREAS

AND FOR DRAINAGE. EARTH FILL MATERIAL SHALL BE

FROM SPECIAL EXCAVATION, EARTH EXCAVATION OR

PROPOSED FURNISHED EXCAVATION (100 CU YD).

EXISTING CAP UNKNOWN THICKNESS

TO BE REMOVED

PLAN

PROFILE

EXISTING EAST AIR SHAFT BEFORE DEMOLITION

PROFILE

EAST AIR SHAFT AFTER DEMOLITION

18.5'

11' +/- 1.5'

Approx 1.0'

THIS AREA PRESENTLY FILLED WITH DIRT AND

DEBRI TO BE REMOVED AND DISPOSED OF

Approx 5'

Approx 640' Deep

EXISTING GROUND LEVEL

TWO MATTS #6 REBAR @ 12" CENTERS

PROPOSED ROCKFILL, C4 (5500 TONS) AND ON-SITE RUBBLE.

FILL WITH RR#4 OR NON-COMBUSTIBLE MATERIAL FROM

WITHIN CONSTRUCTION LIMITS. NO STEEL BARS CAN

PROTRUDE FROM CONCRETE.

PROPOSED PORTLAND CEMENT

CONCRETE CAP (23 CU YD)

36" THICK

COVERED CARPORT

(RV PARKING)

12'

2.5'

FILL 3:1FILL 3:1

NOTE:

ALL DIRECTIONAL BORING AND PERFORATION OF THE EAST AIR SHAFT

SHALL BE PERFORMED PRIOR TO DIRECTIONAL BORING AND

PERFORATION OF THE MAIN SHAFT.

PLAN

EAST AIR SHAFT PROFILE DIRECTIONAL BORING PLAN

60' Minimum

48" MINIMUM DIAMETER

FAN

DRILL MINIMUM 8" HOLE THROUGH SHAFT WALL

BORING STEM

SUBMERGENCE PIT

TWELVE FEET DEEP x 5

FEET x 5 FEET

AIR SHAFT

48" FAN WITH MINIMUM

CAPACITY OF 19,000 CFPM

SUBMERGENCE PIT BORING STEM

DIRECTIONAL

BORING MACHINE

EXISTING GROUND LEVEL

KEEP TWO FEET OF WATER ABOVE

BIT AT ALL TIMES DURING DRILLING

10'0" Minimum

DRILL MINIMUM 8" HOLE

THROUGH SHAFT WALL

SEE SPECIAL PROVISIONS:

- SECTION 218 FOR EAST AIR SHAFT DIRECTIONAL BORING

- SECTION 501 FOR EAST AIR SHAFT EXISTING CAP REMOVAL

- SECTION 216 FOR EAST AIR SHAFT FILL

C he ck ed

B y

W ar d

M in e R ec la m at io n

Pr oj ec t

AM

L-

IF

rE

-2

Fr an kl in C ou nt y

D ire ct io na l B or in g an d D em ol iti on

Pl an

Ea st A ir Sh af t

Sh ee t 7 o f 1

D ra w n

By

D at e

R M

S 3/

M ar

- 9

:5 1a m X

:\2

4\

2\ ac \2

4-

B en to n Sh ee t D et ai ls

-8 .d w g:

L ay ou t T ab 'S he et

LEGEND

SHAFT STRUCTURE

GROUND SURFACE

BORING MACHINE

CONCRETE

FILL MATERIAL

CONCRETE REMOVED

D ep ar tm en t o f N at ur al

R es ou rc es St at e of Il lin oi s

Ab an do ne d M in ed

L an ds R ec la m at io n

D iv is io n O ffi ce o f M in es a nd

M in er al s

0 16'8'

EXISTING CAP

UNKNOWN THICKNESS

TO BE REMOVED

PLAN

PROFILE

EXISTING MAIN SHAFT BEFORE DEMOLITION

PROFILE

MAIN SHAFT AFTER DEMOLITION

17'

11'

UNKNOWN

Approx 640' Deep

EXISTING GROUND

LEVEL

TWO MATTS #6 REBAR

@ 12" CENTERS

3' Minimum

EXISTING ACCESS ROAD

NOTE: EXACT SHAFT DIMENSIONS AND

WALL THICKNESS ARE UNKNOWN

TA

YL

O R

S

TR

EE

T

NOTE:

ALL DIRECTIONAL BORING AND PERFORATION OF THE EAST AIR SHAFT

SHALL BE PERFORMED PRIOR TO DIRECTIONAL BORING AND

PERFORATION OF THE MAIN SHAFT.

PROPOSED PORTLAND CEMENT

CONCRETE CAP (24 CU YD)

36" THICK

NOTES:

1. EXISTING SUPPORT STRUCTURE (NOT SHOWN)

TO BE REMOVED AS NOTED ON SHEET 6.

2. EXISTING PIPES TO BE REMOVED TO BELOW

PROPOSE CAP (INCIDENTAL).

AREA TO BE FILLED WITH SUITABLE

EARTH EXCAVATION

2" PVC PIPE WITH VALVE INSTALLED IN CONCRETE CAP. VALVE

TO BE ENCLOSED IN 24" DIAMETER CONCRETE ENCLOSURE

WITH LID FLUSH WITH GROUND. (VALVE AND ENCLOSURE

INCIDENTAL TO PORTLAND CEMENT CONCRETE CAP PAY ITEM.

PROPOSED ROCKFILL, C4 (5500 TONS) AND ON-SITE RUBBLE.

FILL WITH RR#4 OR NON-COMBUSTIBLE MATERIAL FROM

WITHIN CONSTRUCTION LIMITS. NO STEEL BARS CAN

PROTRUDE FROM CONCRETE.

2" PVC PIPE

VALVE

24" DIAMETER CONCRETE

ENCLOSURE WITH LID

VALVE DETAIL

ROCKFILL

EARTH

EXCAVATION

PORTLAND CEMENT

CONCRETE CAP

PLAN

SECTION

MAIN SHAFT PROFILE DIRECTIONAL BORING PLAN

60' Minimum

48" MINIMUM

DIAMETER FAN

DRILL MINIMUM 8" HOLE

THROUGH SHAFT WALL

BORING STEM

SUBMERGENCE PIT

TWELVE FEET DEEP x 5 FEET x 5 FEET

AIR SHAFT

48" FAN WITH MINIMUM

CAPACITY OF 19,000 CFPM

SUBMERGENCE PIT

BORING STEM

DIRECTIONAL

BORING MACHINE

EXISTING GROUND LEVEL

KEEP TWO FEET OF

WATER ABOVE BIT AT ALL

TIMES DURING DRILLING

10.0' Minimum

DRILL MINIMUM

8" HOLE

THROUGH

SHAFT WALL

EXISTING ACCESS ROAD

TA

YL

O R

S

TR

EE

T

SEE SPECIAL PROVISIONS:

- SECTION 218 FOR MAIN SHAFT DIRECTIONAL BORING

- SECTION 501 FOR MAIN SHAFT EXISTING CAP REMOVAL

- SECTION 216 FOR MAIN SHAFT FILL

C he ck ed

B y

W ar d

M in e R ec la m at io n

Pr oj ec t

AM

L-

IF

rE

-2

Fr an kl in C ou nt y

D ire ct io na l B or in g an d D em ol iti on

P la n

- M ai n

Sh af t

Sh ee t 8 o f 1

D ra w n

By

D at e

R M

S 3/

M ar

- 9

:5 1a m X

:\2

4\

2\ ac \2

4-

B en to n Sh ee t D et ai ls

-8 .d w g:

L ay ou t T ab 'S he et

LEGEND

SHAFT STRUCTURE

GROUND SURFACE

BORING MACHINE

CONCRETE

FILL MATERIAL

CONCRETE REMOVED

D ep ar tm en t o f N at ur al

R es ou rc es St at e of Il lin oi s

Ab an do ne d M in ed

L an ds R ec la m at io n

D iv is io n O ffi ce o f M in es a nd

M in er al s

W

XXX

X X

X X

E E

E E

E E E E E E E E

E E

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E

E E E E E E

E E

E E

E E

E E

E

E E

E E E E E E E E

E E

E E

E E E E E E E E E E

E

E E

E E

E E

E E

E E

E E

E E

E E

E E

G

G G G G G G G G G G G G G G G G G

G G

G G

G G

G G

G

G G G G G G G G G G G G G G

G G

G G G G G G G G G G G G G G G

W W

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO

FO FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO

FO FO FO FO FO FO FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

W W

W W

W W

W W W W W W

H O

U

SE

H O

U

SE

H O

U

SE

SHED

SH

ED

S

G

AR

AG

E

M

AIN

SH

AFT

MB

0+

1+

2+00

3+00

4+00 5+00 5+24

FO

FO

FO

FO

FO

FO FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO

W W

W W

W W

W

W

W

W

W

W W

W W W W W W W W W

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00

7.

EX

9.

EX

/P R

8.

EX

/P R

8.

EX

/P R

0.

EX

/P R

0.

EX

/P R

0.

EX

/P R

0.

EX

/P R

1.

EX

1.

P

R

0.

EX

0.

P

R

9.

EX

9.

P

R

1.4% -1.9% -0.9%

PV

C

S

TA

.3 +8

2.

PV

C

E

LE

V.

1.

PV

I S

TA

.3

+9 5.

PV

I E

LE

V.

1.

PV

T

ST

A.

4+

.5

PV

T

EL

EV

.4

.2

25.00VC

347.29SD

CREST STA.3+93.10

CREST ELEV.431.40

7.76K-Val 1.4% -1.9%

PV

C

S

TA

.4 +8

7.

PV

C

E

LE

V.

9.

PV

I S

TA

.5

+0 0.

PV

I E

LE

V.

9.

PV

T

ST

A.

5+

.5

PV

T

EL

EV

.4

.4

25.00VC

1000.00SD

25.23K-Val

-1.9% -0.9%

D ep ar tm en t o f N at ur al

R es ou rc es St at e of Il lin oi s

Sh ee t 9 o f 1

D ra w n

By

C he ck ed

B y

D at e

AM

L-

IF

rE

-2

M in e

R ec la m at io n Pr oj ec t

Fr an kl in

C ou nt y

W ar d M in e

R M

3/

SCALE IN FEET

N ew

A cc es s

R oa d

- P la n an d

Pr of ile

Ab an do ne d M in ed

L an ds R ec la m at io n

D iv is io n O ffi ce o f M in es a nd

M in er al s

0 20 40

SCALE IN FEET

0 20 40

0 10 20VERTICAL

HORIZONTAL

Notes

1. NOTE 1

EARTH EXCAVATION AND AGGREGATE BASE TO

BE CONSTRUCTED ALONG REALIGNED

SECTION OF THE ENTRANCE FOR TEMPORARY

ACCESS TO PRIVATE PROPERTIES PRIOR TO

RECLAMATION WORK ON MAIN SHAFT. HMA TO

BE CONSTRUCTED AFTER RECLAMATION IS

COMPLETE.

LEGEND

CONSTRUCTION LIMITS

CONTROL POINT

CULVERT

EDGE OF MINE REFUSE

X X X X X FENCE

ROADS OTHER

ROADS PAVED

STRUCTURE

TREELINE

WATER CHANNEL/EDGE

TRANSFORMER

G G G

W W W

FO FO FO

E E E

CONTOUR

PAVEMENT REMOVAL

PROPOSED CULVERT

PROPOSED ROAD EDGE

JUNK AND CONCRETE

TO BE REMOVED (SEE SHEET 6)

APPROXIMATE UNDERGROUND ELECTRIC

APPROXIMATE GAS

APPROXIMATE WATER

APPROXIMATE COMMUNICATIONS

AutoCAD SHX Text PLACE 8" AGGREGATE BASE COURSE AND PAVE HOT-MIX ASPHALT BINDER AND SURFACE COURSES

AutoCAD SHX Text REMOVE EXISTING PAVEMENT, PLACE 8" AGGREGATE BASE COURSE AND PAVE HOT-MIX ASPHALT BINDER AND SURFACE COURSES

AutoCAD SHX Text

PROPOSED PRIVATE ENTRANCE TYPICAL SECTION

AutoCAD SHX Text

NO SCALE STA 0+29 TO STA 1+00 STA 3+68 TO STA 5+16

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text

MATCH EX

AutoCAD SHX Text

MATCH EX

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text

2.00% MAX & VARIES

AutoCAD SHX Text

PROPOSED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N70 - 1 "34"

AutoCAD SHX Text

PROPOSED HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 - 2 "14"

AutoCAD SHX Text

PROPOSED AGGREGATE BASE COURSE, TY. A, 8"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text

2.00% MAX & VARIES

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text

PROPOSED PRIVATE ENTRANCE TYPICAL SECTION

AutoCAD SHX Text

NO SCALE STA 1+00 TO STA 3+68

AutoCAD SHX Text

25' RADIUS (BOTH SIDES)

AutoCAD SHX Text

STA 5+09.95, 27.48' LT PROPOSED ELEV 427.70

AutoCAD SHX Text PROPOSED REALIGNED HOT-MIX ASPHALT ENTRANCE WITH AGGREGATE BASE (SEE TYPICAL SECTION STA 3+68 TO STA 5+16)

AutoCAD SHX Text

PROPOSED PAVEMENT REMOVAL AND REGRADING

AutoCAD SHX Text 1'

AutoCAD SHX Text

STA 3+68

AutoCAD SHX Text REMOVE PAVEMENT AND REPLACE WITH 8" AGGREGATE BASE COURSE AND HOT-MIX ASPHALT BINDER AND SURFACE COURSE ON SAME ALIGNMENT (SEE TYPICAL SECTION STA 1+00 TO STA 3+68)

AutoCAD SHX Text

PROPOSED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N70 - 1 "34"

AutoCAD SHX Text

PROPOSED HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 - 2 "14"

AutoCAD SHX Text

PROPOSED AGGREGATE BASE COURSE, TY. A, 8"

AutoCAD SHX Text 1'

AutoCAD SHX Text

EXISTING HMA PAVEMENT

AutoCAD SHX Text

64' PROPOSED CULVERT (12" RCCP)

AutoCAD SHX Text

STA 5+10.61, 36.52' RT PROPOSED ELEV 427.45

AutoCAD SHX Text

REMOVE EXISTING 8" CMP CULVERT

AutoCAD SHX Text

EXISTING CONCRETE PAD

AutoCAD SHX Text 30 TONS PROPOSED AGGREGATE BASE COURSE, TYPE A (6" DEPTH 50'x13')

AutoCAD SHX Text 120 SQ FT PROPOSED PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH (4'x30')

AutoCAD SHX Text PROPOSED REALIGNED HOT-MIX ASPHALT ENTRANCE WITH AGGREGATE BASE (SEE TYPICAL SECTION STA 0+29 TO STA 1+00)

AutoCAD SHX Text

REGRADE DITCH IN 50'

REGRADE DITCH IN 50'

XXX

X

X

H O

U

SE

SHED

SH

ED

S

G

AR

AG

E

M

AIN

SH

AFT

MB

0+00

1+

2+00

3+00

4+00 5+00 5+24

E E E

E E

E

E

E

E

E

E

E

E

W W

FO

HOUSE

GARAGE

BRIDGE

CARPORT

CP3

420421422423424425

EAST AIR

SHAFT

D ep ar tm en t o f N at ur al

R es ou rc es St at e of Il lin oi s

Sh ee t 1 of

D ra w n

By

C he ck ed

B y

D at e

AM

L-

IF

rE

-2

M in e

R ec la m at io n Pr oj ec t

Fr an kl in

C ou nt y

W ar d M in e

R M

6/

Er os io n C on tro l & T em po ra ry

Sa fe ty F en ci ng P la n

Bo th S ite s

Ab an do ne d M in ed

L an ds R ec la m at io n

D iv is io n O ffi ce o f M in es a nd

M in er al s

LEGEND

CONSTRUCTION LIMITS

CONTROL POINT

CULVERT

EDGE OF MINE REFUSE

X X X X X FENCE

ROADS OTHER

ROADS PAVED

STRUCTURE

TREELINE

WATER CHANNEL/EDGE

TRANSFORMER

CONTOUR

PROPOSED CULVERT

PROPOSED SILT FENCE

PROPOSED DITCH CHECK

PROPOSED ROAD EDGE

SCALE IN FEET

0 20 40

SCALE IN FEET

0 20 40

JUNK AND CONCRETE

TO BE REMOVED (SEE SHEET 6)

PROPOSED TEMPORARY SAFETY FENCING

AutoCAD SHX Text

PROPOSED TEMPORARY DITCH CHECK (16 FT)

AutoCAD SHX Text

PROPOSED PERIMETER EROSION BARRIER (550 FT)

AutoCAD SHX Text

PROPOSED PERIMETER EROSION BARRIER (150 FT)

AutoCAD SHX Text

PROPOSED PERIMETER EROSION BARRIER (350 FT)

AutoCAD SHX Text

PROPOSED TEMPORARY DITCH CHECK (16 FT)

AutoCAD SHX Text PROPOSED TEMPORARY SAFETY FENCE IN ACCORDANCE WITH SECTION 665 OF THE SPECIAL PROVISIONS (425 FT)

PROPOSED TEMPORARY SAFETY FENCE IN ACCORDANCE WITH SECTION 665 OF THE SPECIAL PROVISIONS (250 FT)

W

XXX

X X

X X

X X

X X

X

X X X

E E

E E

E E E E E E E E

E E

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E

E E E E E E

E E

E E

E E

E E

E

E E

E E E E E E E E

E E

E E

E E E E E E E E E E

E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E

E

E

E

E

E

G

G G G G G G G G G G G G G G G G G

G G

G G

G G

G G

G

G G G G G G G G G G G G G G

G G

G G G G G G G G G G G G G G G

W W

FO

FO

FO

FO

FO

FO

FO FO FO FO FO

FO

FO FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO

FO FO FO FO FO FO FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

W W

W W

W W

W W W W W W

H O

U

SE

H O

U

SE

G

AR

AG

E

H O

U

SE

SHED

SH

ED

S

G

AR

AG

E

W

ATER

SU

R

FAC

E

ELEVATIO

N

=420.4 O

N 8/16/2024

M

AIN

SH

AFT

MB

E. TAYLO

R

ST.

0+00

1+

2+00

3+00

4+00 5+00 5+24

FO

FO

FO

FO

FO

FO FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO

W W

W W

W W

W

W

W

W

W

W W

W W W W W W W W W

W W W W W W W W W W W W W W W W W W W

W

W

W

W W W

W W W W W W W W W W W W W W W W W W W W W W W

D ep ar tm en t o f N at ur al

R es ou rc es St at e of Il lin oi s

Sh ee t 1 of

D ra w n

By

C he ck ed

B y

D at e

AM

L-

IF

rE

-2

M in e

R ec la m at io n Pr oj ec t

Fr an kl in

C ou nt y

W ar d M in e

R M

6/

Pl an tin g Pl an

N ew

W at er S er vi ce s

Pl an

M ai n

Sh af t S ite

Ab an do ne d M in ed

L an ds R ec la m at io n

D iv is io n O ffi ce o f M in es a nd

M in er al s

LEGEND

CONSTRUCTION LIMITS

CONTROL POINT

CULVERT

EDGE OF MINE REFUSE

X X X X X FENCE

ROADS OTHER

ROADS PAVED

STRUCTURE

TREELINE

WATER CHANNEL/EDGE

TRANSFORMER

CONTOUR

PROPOSED CULVERT

PROPOSED ROAD EDGE

PROPOSED EVERGREEN, EASTERN WHITE

PROPOSED TREE, PIN OAK, 2-1/2" CALIPER,

PINE, 6' HEIGHT, BALLED AND BURLAPPED

BALLED AND BURLAPPED

SCALE IN FEET

0 20 40

JUNK AND CONCRETE

TO BE REMOVED (SEE SHEET 6)

G G G

W W W

FO FO FO

E E E APPROXIMATE UNDERGROUND ELECTRIC

APPROXIMATE GAS

APPROXIMATE WATER

APPROXIMATE COMMUNICATIONS

W W W PROPOSED WATER

AutoCAD SHX Text (1)

AutoCAD SHX Text (2)

AutoCAD SHX Text (1)

AutoCAD SHX Text (2)

AutoCAD SHX Text MAIN SHAFT AREA: PROPOSED SEEDING CLASS 1 (1.2 ACRES) EAST AIR SHAFT AREA: PROPOSED SEEDING CLASS 1B (0.7 ACRES)

AutoCAD SHX Text NOTE: EXACT LOCATION OF PROPOSED TREES TO BE DETERMINED BY ENGINEER AFTER CONSULTING LANDOWNERS. AN ADDITIONAL JULIE LOCATE REQUEST WILL BE REQUIRED AT THAT TIME. CONSTRUCTION LIMITS WILL BE EXTENDED TO FACILITATE PLANTING, BUT NO ADDITIONAL SEEDING WILL BE REQUIRED.

AutoCAD SHX Text

TIE TO MR. BEBOUT'S EXISTING SERVICE LINE

AutoCAD SHX Text

TIE TO MRS. HALLIS' EXISTING SERVICE LINE

AutoCAD SHX Text

PROPOSED WATER METERS. (INCIDENTAL TO WATER SERVICE LINE 1" PAY ITEM)

PROPOSED WATER SERVICE LINE 1"

3'

5" DIAMETER BRASS TABLET

TO BE ANCHORED AND SET

IN CONCRETE

BRASS TABLET PROVIDED

BY I.D.N.R.

EXISTING GRADE

TUBULAR CONCRETE FORM

3'-0" INSIDE DIAMETER

(TO BE LEFT IN PLACE)

CLASS SI CONCRETE

(APPROX. 1 CUBIC YARD)

SOIL AT BASE OF

HOLE TO BE TAMPED

MINE OPENING MARKER DETAIL

FOR EACH SHAFT

EXACT LOCATION TO BE SET BY ENGINEER

1. Furnishing, erecting and removing the sign shall be incidental to the contract.

2. The sign shall be painted on 12" or thicker exterior plywood (4' x 8'), color shall be black on white, and a

10" diameter Illinois state seal shall be provided by the D.N.R.

3. The posts shall be made of 4" x 4" wood or 2.5" metal pipe, and shall be 10' long. The sign shall be securely fastened to the posts with six 2.5" long, round head wood screws (for wood posts) or four 5" long, 3 8" diameter carriage bolts (for wood or metal posts).

4. The top of the sign shall be level with the top of the posts, and the posts shall be 1' from the edges of the sign. The posts shall be set in the ground 3', so that the bottom of the sign is 3' from the ground.

Natalie Phelps Finnie, Director Funding provided by the US Department of the Interior, Office of Surface Mining, with funding from the Infrastructure Investment & Jobs Act Abandoned Mined Land Grant

1.75" 1.75"1.0"

4.5"

10" dia.

state seal

ABANDONED MINED LANDS

RECLAMATION PROJECT

STATE OF ILLINOIS

J.B. PRITZKER, GOVERNOR

Department of Natural Resources

3.5"

3.5"

3.5"

3.5"

3.5"

1.5"

3.5

4.5"

2.5"

2.5"

SPACING LETTERS

1.5"

2.5"

2.5"

CONSTRUCTION SIGN DETAIL

EXACT LOCATION TO BE SET BY ENGINEER

D ep ar tm en t o f N at ur al

R es ou rc es St at e of Il lin oi s

Sh ee t 1 of

D ra w n

By

C he ck ed

B y

D at e

AM

L-

IF

rE

-2

M in e

R ec la m at io n Pr oj ec t

Fr an kl in

C ou nt y

W

AR

D M

IN

E

JK

3/

M in e M ar ke r a nd

C on st ru ct io n Si gn D et ai ls

Ab an do ne d M in ed

L an ds R ec la m at io n

D iv is io n O ffi ce o f M in es a nd

M in er al s

D ep ar tm en t o f N at ur al

R es ou rc es St at e of Il lin oi s

Sh ee t 1 of

D ra w n

By

C he ck ed

B y

D at e

AM

L-

IF

rE

-2

M in e

R ec la m at io n Pr oj ec t

Fr an kl in

C ou nt y

W

AR

D M

IN

E

R M

/2

H au l R ou te R oa dw ay R ep ai rs

Ab an do ne d M in ed

L an ds R ec la m at io n

D iv is io n O ffi ce o f M in es a nd

M in er al s

2" HMA

C

VARIES 10'

L

BUTT JOINT

NOT TO SCALE

NOT TO SCALE

EXISTING SURFACE

MATCH EXISTING

RADIUS

EDGE OF SHOULDER

EDGE OF PAVEMENT

EDGE OF SHOULDER

EDGE OF PAVEMENT

MATCH EXISTING

RADIUS OR FLARE

EDGE OF SHOULDER

EDGE OF PAVEMENT

EDGE OF SHOULDER

EDGE OF PAVEMENT

1-1/2" BUTT JOINT

1-1/2" BUTT JOINT

H M

A

SU

R

FA

C E

C O

U R

SE

H M

A

SU

R

FA

C E

C O

U R

SE

NOT TO SCALE

NOT TO SCALE

2" HMA

C

VARIES 5' MIN & VAR

L

BUTT JOINT

EXISTING SURFACE

5' M

IN

VA

R

IE

S

SURFACE

EXISTING

2" BUTT JOINT

TRANSITION LENGTH 50' AND VARIES

HMA SC C N705' TEMP RAMP

HAUL ROAD REPAIR NOTES:

After completion of major hauling activities related to filling of the mine shafts, debris and pavement removal, entrance replacement, etc. included in the Ward Mine Reclamation Project, the existing oil and chip access roadways shall be repaired as detailed in these Plans.

The limits of the repairs shall be Stuyvesant Street from IL Route 14 through the intersection with Taylor Street as well as East Taylor Street from Stuyvesant Street to the bridge just east of the East Air Shaft site.

AutoCAD SHX Text

MATCH EX

AutoCAD SHX Text

MATCH EX

AutoCAD SHX Text

20' FOR AND VAR FOR STUYVESANT ST 18' AND VAR FOR TAYLOR ST

AutoCAD SHX Text

EXISTING OIL & CHIP PAVEMENT

AutoCAD SHX Text

EXISTING AGGREGATE BASE

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

EXISTING TYPICAL SECTION

AutoCAD SHX Text

NO SCALE STUYVESANT STREET TAYLOR STREET

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

EXISTING EARTH SHOULDER

AutoCAD SHX Text

MATCH EX

AutoCAD SHX Text

MATCH EX

AutoCAD SHX Text

20' AND VAR FOR STUYVESANT ST 18' AND VAR FOR TAYLOR ST

AutoCAD SHX Text

PROPOSED 1 " HOT-MIX 12" HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N70

AutoCAD SHX Text 3'

AutoCAD SHX Text

PROPOSED TYPICAL SECTION

AutoCAD SHX Text NO SCALE STUYVESANT STREET (FROM IL RTE 14 TO TAYLOR ST) 2,560 FT TAYLOR STREET (FROM STUYVESANT ST TO BRIDGE) 1,300 FT

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

PROPOSED AGGREGATE SHOULDERS, TY A (WEDGE)

AutoCAD SHX Text

PROPOSED 1 " HOT-MIX 12" HOT-MIX ASPHALT BINDER COURSE, IL-9.5FG, N70

AutoCAD SHX Text

PROPOSED SCARIFYING, GRADING AND RECOMPACTING ROAD BASE

AutoCAD SHX Text 3'

AutoCAD SHX Text

PROPOSED AGGREGATE SHOULDERS, TY A (WEDGE)

AutoCAD SHX Text

%%USIDE ROAD DETAIL

AutoCAD SHX Text

%%UENTRANCE DETAIL

AutoCAD SHX Text

TYPICAL SIDE ROAD DETAILS

AutoCAD SHX Text

VARIABLE WIDTH

AutoCAD SHX Text

VARIABLE

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

TYPICAL ENTRANCE DETAILS

AutoCAD SHX Text

BUTT JOINT DETAIL

NO SCALE