Attachment 0002 Appendix A FINAL PLANS 2025-2923 KING DRIVE 6-9-25.pdf

PDF 16 MB Posted Jun 23, 2025

Attached to: Repair King Drive - Grade and Pave
Solicitation number: W519TC25RA012
Issued by: Department of the Army Materiel Command Contracting Command Rock Island Arsenal

About this file

Written by GovTribe AI · Jun 23, 2025

This document is a comprehensive set of engineering design plans for the Repair King Drive - Grade and Pave project at Rock Island Arsenal in Rock Island, Illinois. The project involves a detailed roadway reconstruction of King Drive, spanning approximately 2.6 miles, which includes removing existing 8-inch HMA pavement, grading, and installing new 9-inch Portland Cement Concrete (P.C.C.) pavement with a 12-inch modified subbase. The proposed design includes 14-foot travel lanes, 4-foot shoulders, and a 10-foot shared use path, with specific cross-section variations across different project stations.

Key technical specifications include using 2025 Statewide Urban Design and Specifications (SUDAS), implementing native grass and forbs seeding for disturbed green spaces, and utilizing specific pavement materials like HMA with PG 58-28S binder. The project number is 2025-2923, with design documents prepared by the U.S. Army Garrison - Rock Island Arsenal Directorate of Public Works. The plans detail utility considerations, existing feature removals, vertical and horizontal control points, and comprehensive cross-sectional designs that account for varying road geometries and adjacent landscaping requirements.

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Other files

File	Type	Posted
MEMORANDUM FOR RECORD 29 July 2025.pdf	PDF	Jul 29, 2025
W519TC25RA012 Amendment 0002.pdf	PDF	Jul 22, 2025
Attachment 0002 Appendix A FINAL PLANS 2025-2923 KING DRIVE Amended 22 July 2025.pdf	PDF	Jul 22, 2025
Attachment 0008 Site Visit Sign In sheet.pdf	PDF	Jul 14, 2025
W519TC25RA012 Amendment 0001 14 July 2025.pdf	PDF	Jul 14, 2025
Attachment 0005 KING DRIVE SITE LAYOUT 5-30-25.pdf	PDF	Jun 23, 2025
Attachment 0001 SOW 2025-2923 KING DRIVE - GRADE AND PAVE 6-9-25.pdf	PDF	Jun 23, 2025
Attachment 0006 DB Wage Determination 30 May 2025.pdf	PDF	Jun 23, 2025
W519TC-25-R-A012.pdf	PDF	Jun 23, 2025
Attachment 0003 Appendix B Division 1 SPECS 2025-2923 KING DRIVE.pdf	PDF	Jun 23, 2025
Attachment 0004 Appendix C Submittal Register 2025-2923 KING DRIVE.pdf	PDF	Jun 23, 2025
Attachment 0007 King Drive Project Site Visit Location.pdf	PDF	Jun 23, 2025

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A.01

K D

D B

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1 2 3 4 5 6 7 8 9 10

PLANS OF PROPOSED IMPROVEMENT ON THE

ROCK ISLAND ARSENAL

ROCK ISLAND, ILLINOIS

REPAIR KING DRIVE - GRADE AND PAVE

PROJECT NUMBER: 2025-2923

NORTH

NO SCALE

UTILITY NOTE

The location of the existing utilities are shown on the plans for information only and represents the best knowledge of the engineer. It shall be the contractor's responsibility to verify all utility locations during construction.

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R : 2

TOTAL SHEETS: 94

Note:

The 2025 Statewide Urban Design and Specifications (SUDAS) shall apply to construction on this project The SUDAS design specfications may be download at https://iowasudas.org/manuals/specifications-manual/

G D

- G

D P

KING DRIVE

RODMAN AVENUE

KING DRIVE

BLUNT ROAD

MISSISSIPPI RIVER

MOLINE GATE

CEMETERY

RODMAN AVE

B.01

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2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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- G

D P

KING DRIVE

TYP. EXISTING CROSS SECTION

EX. ℄ STA 5+56.50 TO STA 33+45.55

NOTES:

1.) DISTANCES AND THICKNESS OF PAVEMENTS ARE

APPROXIMATE AND MAY VARY IN THE FIELD. TYPICAL

DRAWINGS ARE CONSIDERED A REFERENCE. REFER TO "ER

SHEETS" FOR SPECIFIC AREAS AND LOCATIONS OF REMOVALS.

BLUNT ROAD

TYP. EXISTING CROSS SECTION

EX. ℄ STA 23+88.00+ TO STA 27+23.52

HMA TRAIL

TYP. EXISTING CROSS SECTION

EX. ROAD

REMOVE EX. 8" (APPROX.) HMA PAVEMENT

APPROX. 18.4', VARIES ±0.5'

EX. ROAD

APPROX. 16', VARIES ±0.5'

REMOVE EX. 8" (APPROX.) HMA PAVEMENT

EX. EDGE OF TRAVEL WAY

REMOVE EX. 4" (APPROX.) HMA PAVEMENT

APPROX. 9' VARIES ±0.5'

SCALE: 1" = 5'

AutoCAD SHX Text

EX. ROAD

AutoCAD SHX Text

EX. ROAD

-2.00%-2.00%

B.02

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2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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KING DRIVE

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 111+45.17 TO STA 112+51.55

PROP. KING DRIVE

SCALE: 1" = 5'

PROPOSED TYPICAL CROSS SECTION NOTES:

1.) SEE CROSS SECTIONS AND PLAN & PROFILE

SHEETS FOR SPECIFIC DETAILS

2.) MAINLINE JOINTING:

TRANSVERSE JOINTS: CD AT 15' SPACING

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN

DISTANCE FROM BACK OF CURB TO NEAREST

JOINT IS LESS THAN 15'

3.) SINGLE POUR: L-2

STAGED: L-2 OR BT-3 DEPENDING ON THE SITUATION

TRANSVERSE: CD AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR DETAILED INFORMATION.

4.) ALL DISTURBED GREEN SPACE AREAS FROM STATION 111+45.17 TO 115+81.62 & 128+37.00 TO 137+87.94 SHALL RECEIVE 6 INCHES OF TOPSOIL AND SUDAS NATIVE GRASS AND FORBS SEEDING.

5.) ALL DISTURBED GREEN SPACE AREAS FROM STATION 115+81.62 TO 128+37.00 DOES NOT RECEIVE

TOPSOIL, BUT SHALL RECEIVE SUDAS NATIVE GRASS AND FORBS SEEDING.

6.) THE HMA 10' SHARED USE PATH SHALL BE PLACED IN 1 LIFT. THE SURFACE COURSE SHALL BE A 3" LIFT, 1/2" MIX. THE BINDER SHALL BE PG 58-28S NO FRICTION. TESTING AND SAMPLING SHALL BE

WAIVED FOR THIS PROJECT.

7.) THE GRANULAR MODIFIED SUBBASE SHALL MEET THE IOWA DOT GRADATION NO. 12b.

8.) 14 FOOT TRAVEL LANES SHALL BE STRIPED AT 13 FOOT.

4' STA 111+45.17 = 9.22' WIDTH

STA 112+51.55 = 14.00' WIDTH

STA 111+45.17 = 9.22' WIDTH

STA 112+51.55 = 14.00' WIDTH 4'

WB TRAVEL LANE EB TRAVEL LANE

PROFILE GRADE

"KT-2" JOINT

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

4:1 4:1

MATCH INTO EX.

DISTANCE VARIES DISTANCE VARIES

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

KING DRIVE

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 112+51.55 TO STA 115+81.62

PROP. KING DRIVE

4' 14' 14' 4'

PROFILE GRADE

"KT-2" JOINT

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

DISTANCE VARIESDISTANCE VARIES

MATCH INTO EX.MATCH INTO EX. 4:1 4:1

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX -4.00% -4.00%

-4.00% -4.00%

AutoCAD SHX Text

PROP. KING DRIVE

-2.00%-2.00%

B.03

K D

D B

E D

T N

D R

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U .S

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M Y

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-2

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E 9, D

B Y:

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D R

B Y:

M . S

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W O

, C H

O F

D T

R O

O N

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

G D

- G

D P

KING DRIVE

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 118+42.37 TO STA 126+50.00

PROP. KING DRIVE

SCALE: 1" = 5'

WB TRAVEL LANE EB TRAVEL LANE

KING DRIVE

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 126+50.00 TO STA 128+37.00

PROP. KING DRIVE

14' 14'

PROFILE GRADE

"KT-2" JOINT

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

MATCH INTO EX.

4:1

KING DRIVE

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 115+81.62 TO STA 118+42.37

PROP. KING DRIVE

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

WB TRAVEL LANE EB TRAVEL LANE

4' 14' 14' 4' DISTANCE VARIESDISTANCE VARIES

MATCH INTO EX.MATCH INTO EX. 4:1 4:1

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

PROFILE GRADE

"KT-2" JOINT

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

WB TRAVEL LANE EB TRAVEL LANE

4' 14' 14' 4'DISTANCE VARIES

MATCH INTO EX.

MATCH INTO EX. 4:1 4:1

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

PROFILE GRADE

"KT-2" JOINT

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

4' 6' 5.1'

SCALE: 1" = 5'

4:1

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

4'4' 6' DIST. VARIES4'DIST. VAIRES6'DIST. VARIES

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

MATCH INTO EX.

-4.00% -4.00%

AutoCAD SHX Text

PROP. KING DRIVE

AutoCAD SHX Text

PROP. KING DRIVE

-2.00%-2.00%

B.04

K D

D B

E D

T N

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G N

U .S

. A R

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O N

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D A

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N D

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-2

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E 9, D

B Y:

M . S

D R

B Y:

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O N

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

G D

- G

D P

KING DRIVE

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 118+42.37 TO STA 126+50.00

PROP. KING DRIVE

SCALE: 1" = 5'

WB TRAVEL LANE EB TRAVEL LANE

KING DRIVE

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 126+50.00 TO STA 128+37.00

PROP. KING DRIVE

14' 14'

PROFILE GRADE

"KT-2" JOINT

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

MATCH INTO EX.

4:1

KING DRIVE

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 128+37.00 TO STA 129+67.86

PROP. KING DRIVE

WB TRAVEL LANE EB TRAVEL LANE

4' 14' 14' 4'

MATCH INTO EX.MATCH INTO EX.

4:1

PROFILE GRADE

"KT-2" JOINT

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

WB TRAVEL LANE EB TRAVEL LANE

4' 14' 14' 4'DISTANCE VARIES

MATCH INTO EX.

MATCH INTO EX. 4:1 4:1

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

PROFILE GRADE

"KT-2" JOINT

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

4' 6' 5.1'

SCALE: 1" = 5'

4:1

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

4'4' 6' DIST. VARIES4'DIST. VAIRES6'DIST. VARIES

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

MATCH INTO EX.

4'6'DIST. VARIES 4' 6' DIST. VAIRES

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

SLOPE VAIRES4:1

4:1

-4.00% -4.00%

AutoCAD SHX Text

PROP. KING DRIVE

AutoCAD SHX Text

PROP. KING DRIVE

-2.00%-2.00%

B.05

K D

D B

E D

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G N

U .S

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M Y

O N

O C

D A

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W O

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-2

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E 9, D

B Y:

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D R

B Y:

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I, D

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D T

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O N

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

G D

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KING DRIVE

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 129+92.37 TO STA 134+45.00

PROP. KING DRIVE

SCALE: 1" = 5'

SCALE: 1" = 6'

WB TRAVEL LANE EB TRAVEL LANE

KING DRIVE

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 134+45.00 TO STA 138+08.69

PROP. KING DRIVE

14' 14'

PROFILE GRADE

"KT-2" JOINT

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

4:1

KING DRIVE

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 129+67.86 TO STA 129+92.37

PROP. KING DRIVE

WB TRAVEL LANE EB TRAVEL LANE

4' 14' 14' 4'

MATCH INTO EX.

4:1

PROFILE GRADE

"KT-2" JOINT

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

SCALE: 1" = 5'

DIST. VARIES 4' 6' DIST. VAIRES

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

4:1

WB TRAVEL LANE EB TRAVEL LANE

4' 14' 14' 4'

MATCH INTO EX.

4:1

PROFILE GRADE

"KT-2" JOINT

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

DIST. VAIRES

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

3:1

10'10'DIST. VARIES

10' SHARED USE PATH

HMA PAVEMENT, 3"

MODIFIED SUBBASE, 6"

NOTE:

1.) HMA PAVEMENT SHALL BE ONE - 3 INCH LIFT, 12" MIX, AND THE BINDER SHALL BE PG 58-28S.

2.) THE GREEN SPACE BETWEEN THE 4' GRAVEL SHOULDER AND THE 10' SHARED USE PATH VARIES

IN DISTANCE BETWEEN STATION 129+92.37 TO 130+51.61, SEE SHEET D.07 FOR MORE DETAILS.

3.) AT STATION 134+14.22 THE GREEN SPACE BETWEEN THE 4' GRAVEL SHOULDER AND THE 10'

SHARED USE PATH BEGINS TO VARY IN DISTANCE AWAY FROM KING DRIVE. SEE SHEET D.09 FOR

MORE DETAILS.

-1.50%

4'10'4'

DIST. VARIES

MATCH INTO EX.

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS SEED

MIX (SEE NOTE)

DIST. VARIES

SLOPE VARIES

4:1

-4.00%-4.00%

-4.00% -4.00%

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS SEED

MIX (SEE NOTE)

NOTE:

1.) GREEN SPACE AREAS FROM STATION 111+45.17 TO 137+87.94 THE SEED MIX SHALL BE THE

SUDAS NATIVE GRASS AND FORBS SEEDING. GREEN SPACE AREAS FROM 137+87.94 TO

138+08.69 SHALL BE SUDAS TYPE 1 PERMANENT SEED MIX.

AutoCAD SHX Text

PROP. KING DRIVE

AutoCAD SHX Text

PROP. KING DRIVE

B.06

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D R

B Y:

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1 2 3 4 5 6 7 8 9 10

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10' HMA SHARED USE PATH

TYP. PROPOSED CROSS SECTION

PROP. ETW STA 209+38.34 TO STA 214+01.74

SCALE: 1" = 6'

10' HMA SHARED USE PATH

TYP. PROPOSED CROSS SECTION

PROP. ETW STA 200+00.00 TO STA 201+93.00

PROP. ETW STA 202+54.39 TO 209+38.34

PROP. EDGE OF TRAVEL WAY

MATCH INTO EX.

PROFILE GRADE HMA PAVEMENT, 3"

MODIFIED SUBBASE, 6"

SCALE: 1" = 5'

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS SEED

MIX (SEE NOTE)

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS SEED

MIX (SEE NOTE)

WB TRAVEL LANE EB TRAVEL LANE

4' 14' 14' 4'

MATCH INTO EX.

4:1

"KT-2" JOINT

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

DIST. VAIRES

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

3:1

10'10'DIST. VARIES

10' SHARED USE PATH

HMA PAVEMENT, 3"

MODIFIED SUBBASE, 6"

NOTE:

1.) HMA PAVEMENT SHALL BE ONE - 3 INCH LIFT, 12" MIX, AND THE BINDER SHALL BE PG 58-28S.

2.) THE GREEN SPACE BETWEEN THE 4' GRAVEL SHOULDER AND THE 10' SHARED USE PATH VARIES

IN DISTANCE BETWEEN STATION 213+48.39 TO 214+01.74, SEE SHEET D.19 FOR MORE DETAILS.

3.) AT STATION 209+38.34 THE GREEN SPACE BETWEEN THE 4' GRAVEL SHOULDER AND THE 10'

SHARED USE PATH BEGINS TO CONVERGE IN DISTANCE TOWARD KING DRIVE. SEE SHEET D.18

FOR MORE DETAILS.

4.)GREEN SPACE AREAS FROM 200+00.00 TO 205+73.33 SHALL BE SUDAS TYPE 1 PERMANENT SEED MIX. GREEN SPACE AREAS FROM STATION 205+73.33 TO 214+01.74 THE SEED MIX SHALL BE THE

SUDAS NATIVE GRASS AND FORBS SEEDING.

-1.50% -4.00%-4.00%

-1.50%

DIST. VARIES 10'

DIST. VARIES

4:1

NOTE:

1.) HMA PAVEMENT SHALL BE ONE - 3 INCH LIFT, 12" MIX, AND THE BINDER SHALL BE PG 58-28S.

2.) GREEN SPACE AREAS FROM 200+00.00 TO 205+73.33 SHALL BE SUDAS TYPE 1 PERMANENT SEED

MIX. GREEN SPACE AREAS FROM STATION 205+73.33 TO 214+01.74 THE SEED MIX SHALL BE THE

SUDAS NATIVE GRASS AND FORBS SEEDING.

PROP. EDGE OF TRAVEL WAY

SLOPE VARIES 3% TO 8%

TURNAROUND

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 0+85.92 TO STA 4+98.84

PROP. TURNAROUND

4' 7' 7' 4'

28'

14' LANE

DIST. VARIESDIST. VARIES

4:1

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

PROFILE GRADE

"KT-2" JOINT

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

MATCH INTO EX.

NOTE:

1.) SUPERELEVATION IS APPLIED TO THE CROSS SLOPE OF THE TURNAROUND LANE.

SUPERELEVATION CROSS SLOPE AND STATION INFORMATION CAN BE FOUND ON SHEETS D.11 &

D.12.

SCALE: 1" = 5'

PROFILE GRADE

PROP. TURNAROUND

B.07

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D R

B Y:

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C H

D B

. K O

I, D

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W O

, C H

O F

D T

R O

O N

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

G D

- G

D P

BLUNT ROAD

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 70+00.00 TO STA 70+53.02

MATCH INTO EX.MATCH INTO EX.

PROFILE GRADE

"KT-2" JOINT

SCALE: 1" = 5'

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

NOTE:

1.) HMA PAVEMENT SHALL BE TWO - 3 INCH LIFTS. THE BASE COURSE SHALL BE A 3/4" MIX. THE

SURFACE COURSE SHALL BE A 12" MIX, AND THE BINDER SHALL BE PG 58-28S NO FRICTION

REQUIREMENT.

-4.00%

PROP. BLUNT ROAD

-4.00%

8'4'VARIES 4' VARIES

4:14:1

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

P.C.C. PAVEMENT, 9"

MODIFIED SUBBASE, 12"

BLUNT ROAD

TYP. PROPOSED CROSS SECTION

PROP. ℄ STA 70+53.02 TO STA 73+38.10

SCALE: 1" = 5'

MATCH INTO EX.

PROFILE GRADE

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

TOPSOIL, 6"

HYDRO SEED, FERT &

MULCH, SUDAS NATIVE

GRASS SEED MIX

-4.00%

PROP. BLUNT ROAD

-4.00%

8'4'VARIES 4' VARIES

4:1 4:1

6" GRAVEL SHOULDER (TYP.)

IA DOT GRADATION NO. 11

HMA PAVEMENT, 6"

MODIFIED SUBBASE, 12"

AutoCAD SHX Text

PROP. BLUNT ROAD

C.01

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

O F

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

T Q

E O

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

G D

- G

D P

NOTES:

1.) THIS SHEET SHOULD BE TREATED AS A REFERENCE ONLY. THE

PROJECT IS BID AS A LUMP SUM PROJECT AND THE CONTRACTOR'S

BID SHOULD ACCOUNT FOR ALL WORK DETAILED IN THE PLAN

SHEETS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THEIR

OWN QUANTITY TAKE OFF FOR THE PROJECT AND MAKING A BID

BASED ON THEIR TAKE OFF AND THE BID ITEM CODE REFERENCES

FOUND ON THIS SHEET.

2.) THE 2025 STATEWIDE URBAN DESIGN AND SPECIFICATIONS

(SUDAS) SHALL APPLY TO THE CONSTRUCTION OF THIS PROJECT.

THE SUDAS DESIGN MANUAL AND SPECIFICATIONS MAY BE

DOWNLOADED AT

https://iowasudas.org/manuals/specifications-manual/

C.02

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

O F

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

C E

R M

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

G D

- G

D P

C.03

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

O F

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

C E

R M

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

G D

- G

D P

VERTICAL CONTROL

Point #

Elevation

571.43

Description

MAGNAIL IN PP ACROSS FROM ENTRANCE TO

NATIONAL CEMETERY

401 571.46MAGNAIL IN PP ON SOUTHSIDE OF ROAD TO CANNON

PARK

402 597.30CUT SQUARE ON SOUTH SIDE OF NORTH ABUTMENT

403 576.64N.E. CORNER OF BLOCK FOUNDATION OF WELCOME

SIGN AT BLUNT RD & RODMAN AVE

404 566.51MAGNAIL IN 16" DIA. TREE ON BLUNT ROAD BEFORE

SIDE ROAD & CURVE TO KING DRIVE

405 568.66CUT X ON NORTH CORNER OF NORTH MOST LEG

FOUNDATION TO HIGH LINES, OFF OF KING DRIVE

406 568.70S. EDGE OF HANDHOLE BY SPLICE BOXES ON N.E. SIDE

KING DR AND S. OF BASEBALL FIELDS

Horizontal Control

Point #

Elevation

569.91

572.61

575.01

572.42

589.84

574.40

562.65

564.05

563.47

571.08

575.00

572.75

571.72

Northing

1765966.95

1765610.87

1765301.06

1765313.62

1764876.95

1765502.49

1765996.12

1766314.12

1766439.08

1766651.69

1766712.21

1766833.23

1767145.97

1767387.36

Easting

2198881.11

2199254.04

2199473.43

2199706.71

2199808.69

2199554.12

2199513.79

2199573.83

2199840.59

2199340.94

2198912.38

2198515.18

2198044.18

2197489.77

Description

5/8" REBAR W/RED CONTROL CAP

C.05

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

O F

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

S C

/B O

D D

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

G D

- G

D P

EXISTING HANDHOLE

T EXISTING COMMUNICATION SPLICE BOX

EXISTING UTILITY MANHOLE

EXISTING GAS VALVE

EXISTING SIGN

EXISTING GAS METER

EXISTING POWER POLE WITH LIGHT

EXISTING STORM MANHOLE

EXISTING POWER POLE

EXISTING ELECTRIC SPLICE BOX

B PROPOSED REMOVABLE BOLLARD

COMM BURIED COMMUNICATION LINE

FOC FOC BURIED FIBER OPTIC CABLE

UE BURIED ELECTRIC

W W EXISTING WATER MAIN

X EXISTING FENCE

EXISTING TREE LINE

PROPOSED TREE LINE

LEGEND

PROPOSED SIGN

UTILITY NOTE

Note:

EXISTING DECIDUOUS TREE

EXISTING CONIFEROUS TREE

PROJECT WAS SURVEYED USING ILLINOIS STATE:

NAD83 ILLINOIS STATE PLANES, WEST ZONE, US FOOT

DATUM: NAD83

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text

X SIZE

C.06

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

O F

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

S C

/B O

D D

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

G D

- G

D P

1.) THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2025 EDITION OF THE STATEWIDE

URBAN DESIGN AND SPECIFICATIONS PROGRAM (SUDAS) UNLESS OTHERWISE NOTED.

2.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES AND

PAVED STREETS, INCLUDING ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL

VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER AND

DEPARTMENT OF PUBLIC WORKS IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE

APPROXIMATE. IT IS POSSIBLE THAT THERE ARE OTHER UTILITIES WHOSE EXISTENCE IS PRESENTLY NOT KNOWN OR SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AND TO AVOID DAMAGE THERETO. MINOR CONFLICT WITH UNDERGROUND UTILITIES THAT ARE ABANDONED BUT NOT REMOVED BY THE OWNER OF THE

UTILITY SHALL BE REMOVED AS NECESSARY FOR THE CONSTRUCTION OF THE PROJECT BY THE

CONTRACTOR. REMOVAL SHALL BE INCIDENTAL TO THE JOB AND SHALL NOT ENTITLE THE

CONTRACTOR TO ANY EXTRA COMPENSATION.

3.) THE DEPARTMENT OF PUBLIC WORKS SHALL HAVE ACCESS TO THE PROJECT FOR CONSTRUCTION

AND TO MAKE EXTENSIONS OR ADJUSTMENTS OF SERVICES.

4.) ALL UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE PROPERLY DISPOSED OF OFF-SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

GUIDELINES.

5.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES

FOR EXCESS OR UNDESIRABLE MATERIAL, WHICH IS NOT TO BE INCORPORATED IN THE WORK

INVOLVED IN THIS PROJECT. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED

TO THESE SITES.

6.) THE CONTRACTOR SHALL PREVENT SILT AND DEBRIS FROM ENTERING STORM SEWERS AND

CULVERTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY SUCH MATERIAL THAT

ENTERS THEM.

7.) CARE SHALL BE TAKEN TO PREVENT STORM WATER FROM UNDERMINING THE PAVEMENT DURING

CONSTRUCTION. IF AREAS BECOME UNDERMINED, THEY SHALL BE REPAIRED IN A MANNER

ACCEPTABLE TO THE ENGINEER/C.O.R. REPRESENTATIVE. PRESSURE GROUTING MAY BE REQUIRED.

8.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ADJACENT STREETS FREE FROM

EXCESSIVE BUILD-UP OF SOIL AND/OR GRANULAR MATERIAL FROM THE PROJECT. THE CONTRACTOR SHALL CLEAN EXCESS SOIL AND OTHER MATERIAL FROM THE ADJACENT STREETS AS REQUIRED BY

THE ENGINEER/C.O.R. REPRESENTATIVE. ANY DAMAGE DONE TO EXISTING STREETS SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

9.) THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT THE SPREAD OF DUST FROM THE

CONSTRUCTION AREAS AND HAUL ROUTES, WHICH INCLUDE THE APPLICATION OF WATER AS

DIRECTED BY THE ENGINEER/C.O.R. REPRESENTATIVE. THIS WORK SHALL BE CONSIDERED

INCIDENTAL TO EARTH EXCAVATION.

10.) WHEN NOT INITIATED AT AN EXISTING JOINT, REMOVAL OF EXISTING CONCRETE PAVEMENT, ASPHALT

OR CONCRETE DRIVES AND SIDEWALKS SHALL BE INITIATED WITH FULL DEPTH SAW CUTS,

EXERCISING EXTREME CARE TO AVOID SURFACE BREAKS AND SPALLING. IF SURFACE BREAKS OR SPALLING OCCUR, ADDITIONAL REMOVAL AND REPLACEMENT SHALL BE MADE AT THE CONTRACTOR'S

EXPENSE. THE COST OF SAW CUTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF

CONSTRUCTION.

11.) SPECIAL CARE SHALL BE TAKEN FORMING AT INTERSECTIONS IN ACCORDANCE WITH

PROPOSED PROFILES AND GRADES SHOWN ON THE PLANS AND GRADE SHEETS. SHORT

LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE LOCATIONS.

12.) ALL CONCRETE SHALL UTILIZE A SUDAS C-4 MIX DESIGN AND HAVE A COMPRESSIVE

STRENGTH OF 3,500 PSI AT 14 DAYS AND 4,000 PSI AT 28 DAYS.

13.) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES

ARE ENCOUNTERED BETWEEN THE PLANS AND SPECIFICATIONS AND THE EXISTING

FIELD CONDITIONS. WORK WARRANTING A CHANGE IN SCOPE SHALL BE SUBMITTED TO

THE C.O.R. WITHIN 30 DAYS OF NOTICE OR THE CONTRACTOR WILL FORFEIT RIGHTS TO

COMPENSATION FOR THE WORK.

14.) PUMPING GROUND WATER AND/OR STORM WATER FROM OPEN TRENCHES SHALL BE

CONSIDERED INCIDENTAL TO THE CONTRACT.

15.) CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR, SURVEY CREW AND COMPANY SHALL BE CONSIDERED COMPETENT AND

RESPONSIBLE FOR REPORTING ANY DISCREPANCIES OR UNFORESEEN PROJECT

ERRORS BEFORE AND DURING CONSTRUCTION STAKING TO ENSURE BLUNDERS AND

MISINFORMATION IS NOT CONSTRUCTED IN THE FIELD. IF AN APPARENT ERROR IN THE

DESIGN IS DISCOVERED DURING CONSTRUCTION STAKING OF THE PROJECT, THE

CONTRACTOR, SURVEY CREW AND COMPANY SHALL CEASE CONSTRUCTION AND

REPORT IT TO DPW IMMEDIATELY SO THE ERROR MAY BE CORRECTED AS SOON AS

POSSIBLE. ANY LOST WORK TIME, LABOR OR EQUIPMENT FEE WILL NOT BE PAID DURING

WORK STOPPAGE DUE TO UNFORESEEN ERROR.

16.) CEMETERY AND EMERGENCY ACCESS MUST BE MAINTAINED AT ALL TIMES ALONG

RODMAN AVENUE.

17.) ALL EXISTING STORM INFORMATION SHALL BE CONSIDERED A REFERENCE AND IS THE

RESPONSIBILITY OF THE CONTRACTOR VERIFY IN THE FIELD PRIOR TO CONSTRUCTION.

18.) THE CONTRACTING AUTHORITY RESERVES THE RIGHT TO KEEP ANY/ALL REMOVED

MATERIAL THAT INCLUDES BUT IS NOT LIMITED TO MANHOLES AND STORM SEWER PIPE.

IF THE CONTRACTING AUTHORITY ELECTS NOT TO KEEP REMOVED MATERIAL, THE

MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AND IS RESPONSIBLE FOR

THE DISPOSAL/REMOVAL FROM THE PROJECT.

19.) NO OVERHAUL ON THIS PROJECT.

20.) A PIPE LASER SHALL BE USED FOR THE INSTALLATION OF ALL STORM AND SANITARY

SEWER.

22.) ALL PRECAST STORM SEWER SHALL COMPLY WITH ASTM C 478 AND NO ADDITIONAL

COMPENSATION WILL BE MADE FOR CORING INTO THE STRUCTURE DUE TO MINOR FIELD

ADJUSTMENTS OR INLET AND OUTLET PIPES AND SUBDRAINS.

GENERAL NOTES

C.07

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

O F

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

N S

C H

G R

C L

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

G D

- G

D P

NOTE:

THE FILL VOLUME HAS A SHRINK FACTOR OF 35% APPLIED TO THE NUMBER IN THE TABLE.

24"

36"

30"

36"

28"

24"

28" 32"

50"

48"

36"CP-13 - 5/8" REBAR W/RED CONTROL CAP

N:1767145.97 E:2198044.18

ELEV=572.75

6+00 7+00 8+00 9+00

575574

574 574

ER.01

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

G F

A N

D R

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

B.O.P.

BEGIN HMA PVMT RMVL

STA 5+56.50 TO STA 33+45.55

EDG OF EX. HMA PVMNT

EX. ℄ KING DRIVE

EX. HMA PAVEMENT, 8" 18.5' E-E18.3' E-E

NOTE:

1.) THE CENTERLINE STATIONING FOR THE EXISTING ROAD IS

NOT THE SAME AS THE STATIONING FOR THE PROPOSED

CENTERLINE OF KING DRIVE. THE BEGINNING OF THE

PROJECT FOR THE EXISTING CENTERLINE STARTS AT STATION

5+56.50. THE BEGINNING OF THE PROJECT FOR THE

PROPOSED CENTERLINE STARTS AT STATION 111+45.17. THE

TWO LOCATIONS ARE THE SAME POINT. ALL EXISTING SITE

FEATURES AND REMOVALS WILL BE IN REFERENCE TO THE

EXISTING CENTERLINE STATIONING ("ER" SHEETS) AND ALL

PROPOSED CONSTRUCTION WILL BE IN REFERENCE TO THE

PROPOSED CENTERLINE STATIONING ("D" SHEETS).

REMOVE EX. TREE

S W

Feet 0 25 50

50"

28" 26"

60"

26" 26"

24"

26" 18"

24"

28"

20"

34" 28"

24" 30"

28"

24"

14"

34"

CP-12 - 5/8" REBAR W/RED CONTROL CAP

N:1766833.23 E:2198515.18

ELEV=575.00

9+00 10+00 11+00 12+00

ER.02

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

G F

A N

D R

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

EX. ℄ KING DRIVE

EX. HMA PAVEMENT, 8" 18.3' E-E 18.3' E-E18.6' E-E

REMOVE EX. TREE

S W

36"

30"

24"

28"

48"

30" 36"

30"

16"

24"

22"

15"

18"

34"

48"

13+00

14+00 15+00

16+00

573 575

572573

569570

ER.03

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

G F

A N

D R

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

EX. ℄ KING DRIVE

EX. HMA PAVEMENT, 8"18.3' E-E

18.5' E-E

REMOVE EX. TREE

EX. TREE LINE TO BE CLEARED

BACK 7 ' FROM THE EDGE OF

THE PROPOSED SHOULDER

53.2'

45.9' 5.9'

REMOVE EX. P.C.C. SDWLK,

64.1 SY

REMOVE EX. "10 MPH" SIGN,

1 EA

BOUNDARY OF NEW TREE LINE

12"

26"

36"

20"

CP-11 - 5/8" REBAR W/RED CONTROL CAP

N:1766712.21 E:2198912.38

ELEV=571.08

17+00 18+00 19+00

20+00

8 56

566568569

567 566

566 565 564

ER.04

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

G F

A N

D R

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

EX. ℄ KING DRIVE

EX. HMA PAVEMENT, 8" 18.4' E-E 18.2' E-E

18.4' E-E

EX. TREE LINE

REMOVE EX. TREE

EX. TREE LINE TO BE CLEARED

BACK 7 ' FROM THE EDGE OF

THE PROPOSED SHOULDER

BOUNDARY OF NEW TREE LINE

W E

36"

24"

12"

48"

12" 12"

12"

36"

24"

20+00

21+00

22+00 23+0022+82 23+00

UE UE UE

CP-10 - 5/8" REBAR W/RED CONTROL CAP

N:1766651.69 E:2199340.94

ELEV=563.47

FOC

COMM

564 564

565564566

564563

ER.05

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

G F

A N

D R

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

18.5' E-E

18.6' E-E

EX. ℄ KING DRIVEEX. HMA PAVEMENT, 8"

REMOVE EX. TREE

EX. TREE LINE TO BE CLEARED

7.8'

REMOVE EX. P.C.C. SDWLK,

27.2 SY

6.6'

21.1'

REMOVE EX. P.C.C. SDWLK,

13.9 SY

REMOVE EX. LANDSCAPE RETAINING WALL,

133.8 LF

BOUNDARY OF GRADED

AREA AFTER REMOVAL OF

THE EX. RETAINING WALL

31.8'

12.4'

BOUNDARY OF NEW TREE LINE

Feet 0 25 50

REMOVE LANDSCAPE RETAINING WALL,

31 LF

40.5'

36.2'

34.6'

48"

24"

12"

CP-7 - 5/8" REBAR W/RED CONTROL CAP

24+00 25+00

26+00

27+00

123+40

124+00

UE UE UE UE UE UE UE

CP-8 - 5/8" REBAR W/RED CONTROL CAP

N:1766314.12 E:2199573.83

ELEV=562.65

U E

3' ' P

E-

3' ' P

E-

' P E-

3' ' P

E-

' E -E

FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC

FOC

COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM

564 56

ER.06

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

G F

A N

D R

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

EX. ℄ KING DRIVEEX. HMA PAVEMENT, 8"

EX. ℄ KING DRIVE

EX. HMA PAVEMENT, 8"

18.6' E-E

18.3' E-E

. H

M A

T, EX. ℄ BLUNT RO

RTH BO

UND LANE

EX. HM

A PAVEM

ENT, 8"

16.2' E-E

EX. TREE LINE

RMV EX. STRM CULV.

15"X12" CONC.

69.4 LF

EX. INV=560.26'

EX. INV=561.08'

REMOVE EX. TREE

REMOVE VEGETATION

TO ACCOMMODATE

THE PROPOSED DITCH

REMOVE EX. "ONE WAY" SIGN,

1 EA

REMOVE EX. "YIELD,"

1 EA

REMOVE EX. "STEET NAME" SIGN,

1 EA

REMOVE EX. "YIELD,"

1 EA

REMOVE EX. "YIELD,"

1 EA

REMOVE EX. " DO NOT ENTER" SIGN,

1 EA

BOUNDARY OF NEW TREE LINE

N S

W E

Feet 0 25 50

NOTE:

1.) ALL AREAS WHERE PAVEMENT IS

REMOVED AND IS CONVERTED BACK TO

GREEN SPACE SHALL GRADED AND

RECEIVE 6" OF TOPSOIL.

CP-7 - 5/8" REBAR W/RED CONTROL CAP

N:1765996.12 E:2199513.79

ELEV=562.65

133+00

134+00

135+00

27+00 28+00 29+00 30+00

UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE

PC: 133+21.87

ID: 134+01.39

PT: 134+80.91

FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC

COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM

563564

7 56

9 57

ER.07

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

G F

A N

D R

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

EX. ℄ KING DRIVE

EX. HMA PAVEMENT, 8"

EX. TREE LINE

18.7' E-E 18.3' E-E18.4' E-E

BOUNDARY OF NEW VEGETATION

LINE TO ACCOMMODATE THE NEW

ROAD REMOVE EX. TREES

PROP. CL OF KING DRIVE

REFERENCE

REMOVE VEGETATION TO

ACCOMMODATE THE

PROPOSED FORESLOPE

BOUNDARY OF NEW TREE LINE

67.1' E-E

N S

W E

Feet 0 25 50

20.6'

44.5'

24"

24"36"

24"

COMM

M M

COM

CP-6 - 5/8" REBAR W/RED CONTROL CAP

N:1765502.49 E:2199554.12

ELEV=574.40

208+0

209+00

34+2

31+00 32+00

33+00

32+37 33+00

33+84

UE UE UE UE UE UE UE UE UE UE UE

FOC

FOCFOCFOCFOCFOCFOCFOCFOCFOCFOC

COMM

M M

COMM

COMMCOMMCOMMCOMM

33+77

32+99 33+00

BENCHMARK-403

N:1765500.26 E:2199484.40

ELEV=576.64

572571

573572

577 577

574574

ER.08

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

G F

A N

D R

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

EX. TREE LINE

EX. ℄ KING DRIVE

EX. HMA PAVEMENT, 8"

EX. TREE LINE

18.8' E-E 20.2' E-E

28.8'

115'

END OF PVMNT RMVL

STA 33+45.55

END OF PVMNT RMVL

STA 33+67.95

END OF PVMNT RMVL

STA 33+08.71

ODM

(EX

. H

M A

T, .5

REMOVE EX. P.C.C. ISLAND

132.0 SY

REMOVE EX. P.C.C. ISLAND

10.1 SY

EX. TREE LINE

. 9

' S

(E X.

H M

REMOVE EX. "DEER CROSSING" SIGN,

1 EA

REMOVE EX. "YIELD" SIGN,

1 EA

REMOVE EX. "STOP SIGN,"

1 EA

REMOVE EX. "LEFT/RIGHT" SIGN,

1 EA

NOTES:

1.)SEE SHEET ER.11 FOR ADDITIONAL INFORMATION

REGARDING THIS AREA OF THE PROJECT.

REMOVE EX. "25 MPH SPEED LIMIT" SIGN,

1 EA

REMOVE EX. "ISLAND" SIGN,

1 EA

REMOVE EX. "STREET NAME" SIGN,

1 EA

N S

W E

Feet 0 25 50

PROP. NEW TREE LINE BOUNDARY

67.6'

9.7'

36" 24" 36" 24"

36"

HEADSTONE

N E

EHE

O N

N E

ONE

HEA

ONE

HEA

ONE

HEA

NE HE

ONE

HEA

ONE

HEA

ONE

HEA

ONE

HEA

ONE

HEA

ONE

HEA

ONE

HEA

DST

ONE

CP-2 - 5/8" REBAR W/RED CONTROL CAP

N:1765610.87 E:2199254.04

ELEV=572.61

203+00 204+00

205+00

206+00

G G G G G G

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC W

W W

FOC FOC FOC FOC FOC

FOC

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

M M

COMM COMM

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

572572

564563

574574

571570

ER.09

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

G F

A N

D R

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

PROP. CL ALIGNMENT KING DRIVE

EX. ℄ RODMAN AVENUE(EX. HMA PAVEMENT)

EX. TREE LINE

BEGIN RMVL OF SHARED USE PATH

STA 202+75.94 TO 208+23.20

9.1' E-E

8.9' E-E

9.3' E-E EX. 9' SHARED USE PATH

(EX. HMA PAVEMENT)

SAW CUT EX. EDGE HMA TO PROVIDE

SMOOTH SURFACE TO MATCH,

STA 204+13.29 TO 205+92.50

BOUNDARY OF NEW VEGETATION

LINE TO ACCOMMODATE THE NEW

ROAD REMOVE EX. TREES

45.1' 45.1'

SIGN S-19

REMOVE/RELOCATE EX. "SPEED LIMIT 25" SIGN,

1 EA

83.2'

REMOVE EX. WHITE PAINT STRIPE

STA 204+29.52 TO 205+92.14

163.3 LF

SEE SHEET D.20 FOR DESIGN

DETAILS REGARDING THE

RELOCATION OF THIS EX.

FIBER OPTIC HAND HOLE

Feet 0 25 50

PROP. NEW TREE LINE BOUNDARY

54.5'

12"12"

24"

36"

24"

COM

COMM

HEADSTONE

CP-6 - 5/8" REBAR W/RED CONTROL CAP

N:1765502.49 E:2199554.12

ELEV=574.40

206+00

207+00

208+00

34+26

33+00

34+00

33+00

33+84

G G

FOC

FOC FOC

FOC

COMM

FOC

FOC FOC FOC FOC FOC

33+00

BENCHMARK-403

N:1765500.26 E:2199484.40

ELEV=576.64

575 57

574574

573 572

ER.10

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

G F

A N

D R

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

EX. ℄ RODMAN AVENUE

(EX. HMA PAVEMENT)

END RMVL OF SHARED USE PATH

STA 202+75.94 TO 208+23.20

EX. 9' SHARED USE PATH

(EX. HMA PAVEMENT)

EX. TREE LINE

. H

M A

P A

(2) TREES TO REMAIN

UNDISTURBED

EX. ARMY SIGN TO

REMAIN UNDISTURBED

EX. "DEER CROSSING" SIGN

TO REMAIN

NOTES:

1.)SEE SHEET ER.08 FOR ADDITIONAL INFORMATION

REGARDING THIS AREA OF THE PROJECT.

9.5' E-E

8.7' E-E

19.3' E-E

28.8' E-E 115' E-E

SEE SHEET D.20 FOR PAVEMENT

REPLACEMENT DETAILS

Feet

48"

36" UE

CP-9 - 5/8" REBAR W/RED CONTROL CAP

N:1766439.08 E:2199840.59

ELEV=564.05

24+00

25+00

26+00

124+87

CP-8 - 5/8" REBAR W/RED CONTROL CAP

N:1766314.12 E:2199573.83

ELEV=562.65

UEUEUEUEUEUEUE

UEUE

0+00

15.8' E-E

16' E-E

13.1' E-E

19.1' E-E

564 564

56456

ER.11

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

G F

A N

D R

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

EX. ℄ BLUNT ROAD

SOUTH BOUND LANE

EX. HMA PAVEMENT, 8"

EX.

BLUNT R

OAD

NORTH

BOUND LA

EX.

HMA PA

VEM

T, 8"

EX. ℄ BLUNT ROAD

EX. HMA PAVEMENT, 8"

EX. TREE LINE

END OF PVMNT RMVL

STA 27+23.52

W E

30"

CP-13 - 5/8" REBAR W/RED CONTROL CAP

N:1767145.97 E:2198044.18

ELEV=572.75

111+45

112+00

113+00

114+00

BP: 111+45.17

PC: 112+37.54

ID: 112+45.17

PT: 112+52.79

574 574

572571

- 1

+2 7.

519.71' @ 0.35%PV

I S

: 1

: 5

D.01

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

A N

D P

R O

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

PROP ℄ KING DRIVE

(9" P.C.C. PAVEMENT)

(12" MODIFIED SUBBASE)

B.O.P. STA 111+45.17

MATCH INTO EX.

KING DRIVE STA 112+83.71

TURNAROUND LANE STA 0+85.92

R N A R O

U N D

(9 " P

.C .C

(1 " M

O D

D S

U B B A S E)

18.4' E-E

4' GRANULAR SHOULDER

28' E-E

GRADING LIMITS

PLACE STOP BAR

STA 1+13.62

R50'

BEGIN PASSING STRIPE BCY4,

STA 112+83.71 TO STA 137+78.86

BEGIN SOLID LANE LINE SLW4,

STA 111+45.17

PROP. CL PROFILEEX. CL PROFILE

KING DRIVE CENTERLINE PROFILE

13' LANE

28' E-E 27.5' E-E

R8'

SLW4 - PLACE EDGE WHITE LINE

NOTES:

1.) SEE SHEETS D.11 & D.12 FOR SPECIFIC

DESIGN INFORMATION ON THE

TURNAROUND LANE.

2.) ALL DISTURBED GREEN SPACE AREAS FROM

STATION 111+45.17 TO 115+81.62 &

128+37.00 TO 137+87.94 SHALL RECEIVE 6

INCHES OF TOPSOIL AND SUDAS NATIVE

GRASS AND FORBS SEEDING.

3.) ALL DISTURBED GREEN SPACE AREAS FROM

STATION 115+81.62 TO 128+37.00 DOES

NOT RECEIVE TOPSOIL, BUT SHALL RECEIVE

SUDAS NATIVE GRASS AND FORBS SEEDING.

SIGN S-1

SIGN S-2

SIGN S-3 & S-4

SIGN S-5

SIGN S-6

S W

Feet 0 20 40

HORIZ: 1"= 20'

VERT: 1"= 4'

115+00 116+00 117+00

4+00

- 1

+0 9.

PVI STA: 118+38.01

PVI EL: 576.69

HIGH PT STA: 117+41.04

HIGH PT EL: 576.23

K: 219.67

LVC: 346.28

+6 4.

: 5

.0 9'

D.02

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

A N

D P

R O

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

PROP ℄ KING DRIVE

(9" P.C.C. PAVEMENT)

(12" MODIFIED SUBBASE)

KING DRIVE CENTERLINE PROFILE

PROP ℄ TURNAROUND

(9" P.C.C. PAVEMENT)

(12" MODIFIED SUBBASE)

END OF ℄ TURNAROUND LANE STA 4+98.84

KING DRIVE (EDG TRAVEL WAY) STA 115+43.21, 14'-L

4' GRANULAR SHOULDER

4' GRANULAR SHOULDER4' GRANULAR SHOULDER

4' GRANULAR SHOULDER

28' E-E

13' LANE

14' E-E

13' LANE

R5'

GRADING LIMITS MATCH LINE

DLW4 - PLACE DOTTED WHITE LINE,

71.6 LF

R101.9'

28' E-E

13' LANE

STA 115+81.62

PROP. CL PROFILE

EX. CL PROFILE

NOTES:

1.) SEE SHEETS D.11 & D.12 FOR SPECIFIC

DESIGN INFORMATION ON THE

TURNAROUND LANE.

2.) ALL DISTURBED GREEN SPACE AREAS FROM

STATION 111+45.17 TO 115+81.62 &

128+37.00 TO 137+87.94 SHALL RECEIVE 6

INCHES OF TOPSOIL AND SUDAS NATIVE

GRASS AND FORBS SEEDING.

3.) ALL DISTURBED GREEN SPACE AREAS FROM

STATION 115+81.62 TO 128+37.00 DOES

NOT RECEIVE TOPSOIL, BUT SHALL RECEIVE

SUDAS NATIVE GRASS AND FORBS SEEDING.

SIGN S-7

S W

Feet 0 20 40

HORIZ: 1"= 20'

VERT: 1"= 4'

18"

28"

CP-12 - 5/8" REBAR W/RED CONTROL CAP

N:1766833.23 E:2198515.18

ELEV=575.00

117+00

118+00 119+00

120+00

-1.1%

PC: 117+53.00

ID: 119+57.28

-0.8%

575575

4 574

- 1

+0 9.

- 1

+9 1.

HIGH PT STA: 117+41.04

HIGH PT ELEV: 576.23

PVI STA:118+38.01

PVI ELEV:576.69

K:219.67

LVC:346.28

D.03

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

A N

D P

R O

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

KING DRIVE CENTERLINE PROFILE

PROP CL PROFILE EX. CL PROFILE

PROP ℄ KING DRIVE

(9" P.C.C. PAVEMENT)

(12" MODIFIED SUBBASE)

4' GRANULAR SHOULDER

28' E-E

13' LANE

GRADING LIMITS MATCH LINE

6' DITCH BOTTOM

BEGIN 6' DITCH BOTTOM

STA 118+42.37

GRADE FORMER GOLF COURSE AREA

FOR POSITIVE DRAINAGE TO THE NORTH

NOTES:

1.) ALL DISTURBED GREEN SPACE AREAS FROM

STATION 111+45.17 TO 115+81.62 &

128+37.00 TO 137+87.94 SHALL RECEIVE 6

INCHES OF TOPSOIL AND SUDAS NATIVE

GRASS AND FORBS SEEDING.

2.) ALL DISTURBED GREEN SPACE AREAS FROM

STATION 115+81.62 TO 128+37.00 DOES

NOT RECEIVE TOPSOIL, BUT SHALL RECEIVE

SUDAS NATIVE GRASS AND FORBS SEEDING.

SIGN S-8

HORIZ: 1"= 20'

VERT: 1"= 4'

Feet 0 20 40

15"

18"

CP-11 - 5/8" REBAR W/RED CONTROL CAP

N:1766712.21 E:2198912.38

ELEV=571.08

120+00

121+00 122+00

-1.2% -1.2%

-1.1%

PT: 121+61.57

2 57

- 1

+9 1.

- 1

+7 3.

232.71' @ -1.23%

PVI STA: 118+38.01

PVI EL: 576.69

HIGH PT STA: 117+41.04

HIGH PT EL: 576.23

K: 219.67

LVC: 346.28

+1 1.

: 5

.5 6'

PVI STA: 123+00.00

PVI EL: 571.01

HIGH PT STA: 122+43.85

HIGH PT EL: 571.70

K: 219.86

LVC: 112.31

+4 3.

: 5

.7 0'

D.04

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

A N

D P

R O

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

EX. TREE LINE TO BE CLEARED

BACK 7 ' FROM THE EDGE OF

THE PROPOSED SHOULDER

PROP ℄ KING DRIVE

(9" P.C.C. PAVEMENT)

(12" MODIFIED SUBBASE)

4' GRANULAR SHOULDER

6' DITCH BOTTOM

KING DRIVE CENTERLINE PROFILE

PROP. CL PROFILE

EX. CL PROFILE

GRADING LIMITS MATCH LINE

28' E-E

13' LANE

GRADE FORMER GOLF COURSE AREA

FOR POSITIVE DRAINAGE TO THE NORTH

NOTES:

1.) ALL DISTURBED GREEN SPACE AREAS FROM

STATION 111+45.17 TO 115+81.62 &

128+37.00 TO 137+87.94 SHALL RECEIVE 6

INCHES OF TOPSOIL AND SUDAS NATIVE

GRASS AND FORBS SEEDING.

2.) ALL DISTURBED GREEN SPACE AREAS FROM

STATION 115+81.62 TO 128+37.00 DOES

NOT RECEIVE TOPSOIL, BUT SHALL RECEIVE

SUDAS NATIVE GRASS AND FORBS SEEDING.

HORIZ: 1"= 20'

VERT: 1"= 4'

Feet 0 20 40

CP-11 - 5/8" REBAR W/RED CONTROL CAP

123+00 124+00 125+00

-1.7%-1.7%-1.5%

PC: 125+46.62

8 56

568569

569 568 567 566

571 567

569570

566570

- 1

+7 3.

- 1

+5 5.

255.90' @ -1.74%

PVI STA: 123+00.00

PVI EL: 571.01

LOW PT STA: ???

LOW PT ELEV: ???

K: 219.86

LVC: 112.31 ST

: 5

D.05

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

A N

D P

R O

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

EX. TREE LINE TO BE CLEARED

BACK 7 ' FROM THE EDGE OF

THE PROPOSED SHOULDER

PROP ℄ KING DRIVE

(9" P.C.C. PAVEMENT)

(12" MODIFIED SUBBASE)

4' GRANULAR SHOULDER

6' DITCH BOTTOM

28' E-E

13' LANE

260' LANE

GRADING LIMITS MATCH LINE GRADING LIMITS MATCH LINE

KING DRIVE CENTERLINE PROFILE

PROP. CL PROFILE

EX. CL PROFILE

NOTES:

1.) ALL DISTURBED GREEN SPACE AREAS FROM

STATION 111+45.17 TO 115+81.62 &

128+37.00 TO 137+87.94 SHALL RECEIVE 6

INCHES OF TOPSOIL AND SUDAS NATIVE

GRASS AND FORBS SEEDING.

2.) ALL DISTURBED GREEN SPACE AREAS FROM

STATION 115+81.62 TO 128+37.00 DOES

NOT RECEIVE TOPSOIL, BUT SHALL RECEIVE

SUDAS NATIVE GRASS AND FORBS SEEDING.

HORIZ: 1"= 20'

VERT: 1"= 4'

W E

0 20 40

12" 12"

12"

126+00 127+00

128+00

-2.0%

-1.6% -0.7%

-0 .3

-0.6%

-0.4%

-1.7%

PC: 125+46.62

ID: 126+17.16

PT: 126+87.70

-25.0% -25.0%

-2 5.

CP-10 - 5/8" REBAR W/RED CONTROL CAP

N:1766651.69 E:2199340.94

ELEV=563.47

-0.5%

56456

565564566

ATCH LINE STA - 125+55.00

- 1

+3 7.

PVI STA: 126+92.37

PVI EL: 564.18

LOW PT STA: 127+45.56

LOW PT ELEV: 564.42

K: 76.73

LVC: 160.73ST

+7 2.

: 5

D.06

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-2

E 9, D

B Y:

M . S

D R

B Y:

M . S

C H

D B

. K O

I, D

R O

W O

, C H

O F

G D

- G

D P

A N

D P

R O

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

PROPOSED TREE LINE

PROP ℄ KING DRIVE(9" P.C.C. PAVEMENT)(12" MODIFIED SUBBASE)

4' GRANULAR SHOULDER

6' DITCH BOTTOM

28' E-E

13' LANE

GRADING LIMITS MATCH LINE

6' D

B O

M R15' R15'

PROP. CL PROFILE

EX. CL PROFILE

13' LANE

35.3'

KING DRIVE CENTERLINE PROFILE

6' DITCH BOTTOM

BEGIN 6' DITCH BOTTOM

STA 126+50.00

29.7'

22.5'

NOTES:

1.) ALL DISTURBED GREEN SPACE AREAS FROM

STATION 111+45.17 TO 115+81.62 &

128+37.00 TO 137+87.94 SHALL RECEIVE 6

INCHES OF TOPSOIL AND SUDAS NATIVE

GRASS AND FORBS SEEDING.

2.) ALL DISTURBED GREEN SPACE AREAS FROM

STATION 115+81.62 TO 128+37.00 DOES

NOT RECEIVE TOPSOIL, BUT SHALL RECEIVE

SUDAS…

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File details come from the government source that posted it. Updated Jun 23, 2025.