Attachment 0002_2026-0215_PLANS_15JUN2026.pdf

PDF 16 MB Posted Aug 27, 2026

Attached to: Repair Quarters 1 - Driveways and Sidewalks (Amendment 0003)
Solicitation number: W519TC-26-R-A071
Issued by: Department of the Army Materiel Command Contracting Command Rock Island Arsenal

About this file

Written by GovTribe AI · Aug 27, 2026

This is a set of construction plans for the repair and upgrade of Quarters 1 driveways and sidewalks at U.S. Army Garrison Rock Island Arsenal in Rock Island, Illinois (Project Number 2026-0215). The project encompasses removal and replacement of existing Portland Cement Concrete (PCC) and Hot Mix Asphalt (HMA) pavements, construction of a new PCC parking lot, installation of new storm sewer infrastructure, electrical upgrades including new and refurbished lighting, landscape improvements, and water service installation. The design is based on the 2026 Statewide Urban Design and Specifications (SUDAS) standards.

Key project components include: removal of approximately 233.8 square yards of existing PCC pavement on Durnin Avenue and associated sidewalks and driveways; construction of 6-inch and 7-inch thick PCC pavements with 6-inch modified subbase on various drives and parking areas; installation of 331.9 linear feet of 6-inch drain tile and new storm sewer systems including 10-inch and 12-inch PVC pipes; electrical demolition and new work involving removal and refurbishment of existing light poles with installation of new LED fixtures across three zones; installation of 1-inch PEX water service line (118 linear feet); placement of landscape plantings including trees and shrubs with cedar chip mulch and landscape fabric; and construction of custom 6-inch landscape curbing (80-160 linear feet). The project also includes flag post installation, electrical cabinet and pad construction, and hydro-seeding of disturbed areas. All work must comply with SUDAS specifications, utilize C-4 concrete mix design with 3,500 PSI at 14 days and 4,000 PSI at 28-day strength, and include proper jointing, subdrain installation, and compaction testing.

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Other files

File	Type	Posted
Attachment 0010_Questions and Answers (14SEP26).pdf	PDF	Sep 15, 2026
Solicitation Amendment 0003 - W519TC26RA071 (15SEP26).pdf	PDF	Sep 15, 2026
Attachment 0003_2026-0215_SUBMITTAL REGISTER.pdf	PDF	Sep 4, 2026
Attachment 0009_Light Pole Pictures.pdf	PDF	Sep 4, 2026
Attachment 0008_Site Visit Attendees (03SEP26).pdf	PDF	Sep 4, 2026
Solicitation Amendment 0002 - W519TC26RA071 (04SEP26).pdf	PDF	Sep 4, 2026
Attachment 0007_2026-0215_DIVISION 1 SPECIFICATIONS.pdf	PDF	Sep 4, 2026
Solicitation Amendment 0001 - W519TC26RA071 (01SEP26).pdf	PDF	Sep 1, 2026
Attachment 0006_Contractor Vendor Guide.pdf	PDF	Aug 27, 2026
Attachment 0001_2026-0215_Statement of Work (SOW)_07JUL2026.pdf	PDF	Aug 27, 2026
Attachment 0003_2026-0215_SUBMITTAL REGISTER.xlsx	XLSX spreadsheet	Aug 27, 2026
Solicitation_W519TC26RA071_Quarters 1 Repair (27AUG26).pdf	PDF	Aug 27, 2026
Attachment 0004_2026-0215_Site Visit Map.pdf	PDF	Aug 27, 2026
Attachment 0005_2026-0215_Wage Determination.pdf	PDF	Aug 27, 2026

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PLANS OF PROPOSED IMPROVEMENT ON THE

ROCK ISLAND ARSENAL

ROCK ISLAND, ILLINOIS

REPAIR QUARTERS 1 DRIVEWAYS AND SIDEWALKS

PROJECT NUMBER: 2026-0215

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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TOTAL SHEETS: 38

Note:

The 2026 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/

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A.01

BLDG 301 "QTRS 1"

PROJECT SITE

GILLESPIE STREET

DURNIN AVE

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EXISTING P.C.C. SIDE:AL.

TYPICAL (QUARTERS 1)

EXISTING P.C.C. SIDEWALK,

6", WITH 6" X 6" WELDED

WIRE FABRIC

EXISTING HMA SIDE:AL.

TYPICAL (QUARTERS 1)

EXISTING HMA DRIVE:AY PAVEMENT

TYPICAL (QUARTERS 1)

EXISTING P.C.C. DRIVE:AY PAVEMENT

TYPICAL (QUARTERS 1)

EXISTING HMA SIDEWALK, 3"

EXISTING HMA DRIVEWAY, 4"

EXISTING DRIVEWAY PAVEMENT, 6",

WITH 6" X 6" WELDED WIRE FABRIC

NOTE: REMOVE THE EXISTING P.C.C. SIDEWALK, THE

TYPICAL WIDTH OF THE SIDEWALK IS 4', BUT MAY

VARY, SEE THE "ER" SHEETS FOR MORE SPECIFICS.

NOTE: REMOVE THE EXISTING HMA SIDEWALK, THE

TYPICAL WIDTH VARIES FROM 2' TO 4' SEE THE "ER"

SHEETS FOR MORE SPECIFICS.

NOTE: REMOVE THE EXISTING HMA DRIVEWAY

PAVEMENT, THE TYPICAL WIDTH VARIES, SEE THE "ER"

SHEETS FOR MORE SPECIFICS.

NOTE: REMOVE THE EXISTING P.C.C. DRIVEWAY

PAVEMENT TYPICAL WIDTH VARIES SEE THE "ER" SHEETS

FOR MORE SPECIFICS.

NO SCALE

EXISTING P.C.C. PAVEMENT DURNIN AVENUE

STA 90+41.83 TO STA 91+35.07

EXISTING 7" P.C.C. PAVEMENT

15.00'

WEST BOUND LANE2.00'

STANDARD 6" P.C.C. CURB AND GUTTER

(7" THICKNESS)

NO SCALE

NOTE: REMOVE THE NOTED EXISTING P.C.C. PAVEMENT.

SEE SHEET ER.03 FOR MORE INFORMATION.

EXISTING CENTERLINE OF DURNIN AVENUE

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PROPOSED P.C.C. PAVEMENT DURNIN AVENUE

STA 90+41.83 TO STA 91+35.07

6" STAND. CURB & GUTT (TYP.)

7" DEPTH

P.C.C. PAVEMENT, 7"

MODIFIED SUBBASE, 6"

15.00' WB TRAVEL LANE2.00'

THIS JOINT ON DURNIN AVENUE IS 15' FROM THE EXISTING CENTERLINE.

THIS DISTANCE SHALL VARY AS THE PAVEMENT TRANSITIONS INTO

QUATERS 1'S SOUTH ENTRANCE. THE CURB AND GUTTER TRANSITION

WIDTH TRANSITIONS FROM 2' TO 1.5'. SEE THE PROPOSED TYPICAL

BELOW FOR DETAILS AND SPECIFICS FOR THAT ENTRANCE.

-2.00% TARGET

GRADE AND PLACE TOPSOIL, 6"

HYDRO SEED, FERT. & MULCH,

TYPE 1 PERMANENT SEED

4:1 SLOPE

NO SCALE

EXISTING CENTERLINE

DURNIN AVENUE

PROPOSED P.C.C. PAVEMENT DURNIN AVENUE

TYPICAL CROSS SECTION NOTES :

1.) MAINLINE JOINTING:

TRANSVERSE JOINTS: "RD" JOINT SHALL BE USED TO TIE INTO THE EXISTING PAVEMENT ON

DURNIN AVENUE. "C" JOINT AT 15' MAX SPACING.

LONGITUDINAL JOINTS: "B" JOINT WITH A BOND BREAKER SHALL BE USED ADJACENT TO ALONG

THE CENTERLINE OF DURNIN AVENUE.

CURB JOINTING:

LONGITUDINAL JOINT NOT REQUIRED WHEN DISTANCE FROM BACK OF CURB TO NEAREST JOINT

IS EQUAL TO OR LESS THAN 15'. "BT-5" JOINT SHALL BE USED WHEN THE DISTANCE IS GREATER

THAN 15'.

2.) SINGLE POUR: L-2

STAGED: "L-1" OR "BT-5" DEPENDING ON THE SITUATION

TRANSVERSE: "C" AT 15' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR DETAILED INFORMATION.

3.) ALL GREEN SPACE AREAS TO RECEIVE 6" OF TOPSOIL AND TYPE 1 PERMANENT HYDRAULIC SEED

MULCH AND FERTILIZER.

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

5.) THE CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO

POURING.

PROPOSED P.C.C. PAVEMENT QUARTERS 1 SOUTH ENTRANCE

STA 20+42.28 TO STA 22+56.89

℄ ROAD

6" STAND. CURB & GUTT (TYP.)

1.50' 12.00'

SB TRAVEL LANE

12.00'

NB TRAVEL LANE 1.50'

P.C.C. PAVEMENT, 6"

MODIFIED SUBBASE, 6"

27.00'

℄ ROAD

GRADE AND PLACE TOPSOIL, 6"

PERMANENT TYPE 1 SEED MIX

HYDRO SEED, FERT. & MUCH

GRADE AND PLACE TOPSOIL, 6"

PERMANENT TYPE 1 SEED MIX

HYDRO SEED, FERT. & MUCH

-2.00% TARGET -2.00% TARGET

PROPOSED P.C.C. PAVEMENT QUARTERS 1 SOUTH ENTRANCE TYPICAL

CROSS SECTION NOTES:

1.) MAINLINE JOINTING:

TRANSVERSE JOINTS: "C" JOINT SHALL BE USED WHEN THE DISTANCE FROM BACK OF CURB TO

THE NEAREST JOINT IS EQUAL TO OR LESS THAN 13.5 FEET.

LONGITUDINAL JOINTS: "BT-1" REQUIRED AT CENTERLINE.

CURB JOINTING:

IF THE CURB IS POURED SEPARATELY :

LONGITUDINAL JOINT IS REQUIRED, "BT-5" JOINT.

IF THE CURB IS POURED INTEGRAL:

LONGITUDINAL JOINT NOT REQUIRED WHEN DISTANCE FROM BACK OF CURB TO NEAREST JOINT

IS LESS THAN 15'. "BT-5" JOINT SHALL BE USED WHEN THE DISTANCE IS GREATER THAN 15'.

2.) SINGLE POUR: L-2

STAGED: "L-1" OR "BT-1" DEPENDING ON THE SITUATION

TRANSVERSE: "C" AT 13.5' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR DETAILED INFORMATION.

3.) ALL GREEN SPACE AREAS TO RECEIVE 6" OF TOPSOIL AND TYPE 1 PERMANENT HYDRAULIC SEED

MULCH AND FERTILIZER.

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

5.) THE CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO

POURING.

'BT-1' JOINT

SEE JOINTING NOTES ABOVE

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PLACE BOND BREAKER BETWEEN

THE EXISTING AND NEW PAVEMENT

PLACE GEOGRID, TYPE 4, MULTIAXIAL

NO SCALE

2.41'

1.00'

0.59'

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PROPOSED P.C.C. PAVEMENT DRIVE:AY CIRCLE

STA 140+00.00 TO STA 143+81.77

6" STAND. CURB & GUTT (TYP.)

6" DEPTH

P.C.C. PAVEMENT, 6"

MODIFIED SUBBASE, 6"

NO SCALE

PROPOSED P.C.C. PAVEMENT DRIVE:AY CIRCLE

TYPICAL CROSS SECTION NOTES:

1.) MAINLINE JOINTING:

TRANSVERSE JOINTS: "C" JOINT

LONGITUDINAL JOINTS: "BT-1" JOINT OR "L-1" JOINT

CURB JOINTING:

LONGITUDINAL JOINT: "BT-5" JOINT

2.) SINGLE POUR: "L-1" JOINT

STAGED: "L-1" OR "BT-5" JOINT DEPENDING ON THE SITUATION

TRANSVERSE: "C" JOINT AT 15' MAX SPACING AT THE OUTSIDE EDGE OF PAVEMENT IN THE

CIRCLE

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR DETAILED INFORMATION.

3.) ALL GREEN SPACE AREAS TO RECEIVE 6" OF TOPSOIL AND TYPE 1 PERMANENT HYDRAULIC SEED

MULCH AND FERTILIZER.

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

5.) THE CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO

POURING.

PROPOSED P.C.C. PAVEMENT QUARTERS 1 EAST ENTRANCE

STA 130+00.00 TO STA 132+39.32

℄ TRAVEL LANE

P.C.C. PAVEMENT, 6"

MODIFIED SUBBASE, 6"

℄ TRAVEL LANE

GRADE AND PLACE TOPSOIL, 6"

PERMANENT TYPE 1 SEED MIX

HYDRO SEED, FERT. & MUCH

-2.00% TARGET -2.00% TARGET

PROPOSED P.C.C. PAVEMENT QUARTERS 1 EAST ENTRANCE TYPICAL

CROSS SECTION NOTES:

1.) MAINLINE JOINTING:

TRANSVERSE JOINTS: "C" JOINT AT 13' MAX SPACING.

LONGITUDINAL JOINTS: "BT-1" JOINT AT CENTERLINE.

2.) SINGLE POUR: "L-1" JOINT

STAGED: "L-1" OR "BT-5" JOINT DEPENDING ON THE SITUATION

TRANSVERSE: "C" JOINT AT 13' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR DETAILED INFORMATION.

3.) ALL GREEN SPACE AREAS TO RECEIVE 6" OF TOPSOIL AND TYPE 1 PERMANENT HYDRAULIC SEED

MULCH AND FERTILIZER.

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

5.) THE CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO

POURING.

-1.50% TARGET -1.50% TARGET

9.00' 7.50' 1.50'

16.50' LANE

GRADE AND PLACE TOPSOIL, 6"

PERMANENT TYPE 1 SEED MIX

HYDRO SEED, FERT. & MUCH

GRADE AND PLACE TOPSOIL, 6"

PERMANENT TYPE 1 SEED MIX

HYDRO SEED, FERT. & MUCH

GRADE AND PLACE TOPSOIL, 6"

PERMANENT TYPE 1 SEED MIX

HYDRO SEED, FERT. & MUCH

6.50' 6.50'

NO SCALE

13.00' LANE

NOTE:

1.) THE PAVEMENT WIDTH VARIES FROM

STATION 130+00.00 TO 130+88.21 AS IT

TRANSITIONS FROM THE CIRCLE TO THE

DRIVEWAY. THE PAVEMENT WIDTH FROM

130+88.21 TO 132+39.32 IS 13' TYPICAL.

"BT-1" JOINT

"BT-5" JOINT"BT-1" JOINT

SEE JOINTING NOTES BELOW -

"EDGE OF PAVEMENT IN THE CIRCLE"

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6" CORRUGATED PVC SUBDRAIN (TYP.)

CRUSHED STONE OR PEA GRAVEL (TYP.)

WRAPPED IN ENGINEERING FABRIC

1.00'

PLACE GEOGRID, TYPE 4, MULTIAXIAL

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PROPOSED P.C.C. PAVEMENT QUARTERS 1 DRIVE:AY

P.C.C. PAVEMENT, 6"

MODIFIED SUBBASE, 6"

NO SCALE

PROPOSED P.C.C. PAVEMENT QUARTERS PAR.ING LOT

℄ DRIVEWAY

PROPOSED TYPICAL CROSS SECTION NOTES FOR THE QUARTERS 1

PAR.ING LOT :

1.) CURB JOINTING:

LONGITUDINAL: "BT-5" JOINT

2.) SINGLE POUR: "C" JOINT

STAGED: "C" JOINT

TRANSVERSE: "C" JOINT AT 14' SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR DETAILED INFORMATION.

3.) ALL GREEN SPACE AREAS TO RECEIVE 6" OF TOPSOIL AND TYPE 1 PERMANENT HYDRAULIC SEED

MULCH AND FERTILIZER.

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

5.) THE CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO

POURING. SOME REINFORCING MAY BE REQUIRED AT THE ENTRANCE OF THE PARKING LOT.

GRADE AND PLACE TOPSOIL, 6"

PERMANENT TYPE 1 SEED MIX

HYDRO SEED, FERT. & MUCH

NO SCALE

P.C.C. PAVEMENT, 6"

MODIFIED SUBBASE, 6"

STANDARD 6" P.C.C. CURB AND GUTTER

(6" THICKNESS)

1.50' 14.00' (TYPICAL JOINT SPACING)

GRADE AND PLACE TOPSOIL, 6"

PERMANENT TYPE 1 SEED MIX

HYDRO SEED, FERT. & MUCH

"BT-5" JOINT

QUARTERS 1

(BLDG 301)

DISTANCE VARIES

SLOPE VARIES: 1.5% - 2.5%

DISTANCE VARIES

SLOPE VARIES: 1.5% - 2.5%

1.50'

STANDARD 6" P.C.C. CURB AND GUTTER

(6" THICKNESS)

"BT-5" JOINT

PROPOSED P.C.C. PAVEMENT QUARTERS 1 DRIVE:AY

TYPICAL CROSS SECTION NOTES :

1.) MAINLINE JOINTING:

TRANSVERSE JOINTS: "C" JOINT

LONGITUDINAL JOINTS: "BT-1" JOINT OR "L-1" JOINT

CURB JOINTING:

LONGITUDINAL JOINT: "BT-5" JOINT

2.) SINGLE POUR: "L-1" JOINT

STAGED: "L-1" OR "BT-5" JOINT DEPENDING ON THE SITUATION

TRANSVERSE: "C" JOINT AT 15' MAX SPACING

SEE SUDAS FIGURE 7010.101 (JOINTS) FOR DETAILED INFORMATION.

3.) ALL GREEN SPACE AREAS TO RECEIVE 6" OF TOPSOIL AND TYPE 1 PERMANENT HYDRAULIC SEED

MULCH AND FERTILIZER.

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

5.) THE CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO

POURING.3

6.) THIS TYPICAL CROSS SECTION APPLIES TO THE AREA ADJACENT TO THE EXISTING GARAGE AND

SIDEWALK RAMP.

"BT-1" JOINT

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PLACE GEOGRID, TYPE 4, MULTIAXIAL

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ALL PROPOSED P.C.C. SIDE:AL.

P.C.C. PAVEMENT, 6"

MODIFIED SUBBASE, 6"

NO SCALE

℄ SIDEWALK

GRADE AND PLACE TOPSOIL, 6"

PERMANENT TYPE 1 SEED MIX

HYDRO SEED, FERT. & MUCH

GRADE AND PLACE TOPSOIL, 6"

PERMANENT TYPE 1 SEED MIX

HYDRO SEED, FERT. & MUCH

1.50% TARGET

6.00'

NOTES:

1.) THE SIDEWALK SLOPE TARGET IS 1.50% AND 6 FEET

IN WIDTH UNLESS OTHERWISE NOTED. THE SLOPE

DIRECTION VARIES ON LOCATION AND SITUATION,

PLEASE SEE THE "D SHEETS" FOR MORE

INFORMATION, STAKE ACCORDING TO THE

MODEL/DRAWING FILE.

2.) EXISTING GROUND TIE IN LOCATIONS CAN BE

FOUND IN THE "D SHEETS".

3.) MAX SAW CUT SPACING IS 6 FEET.

4.) ALL SIDEWALKS SHALL BE A DARK GRAY COLOR

STAMPED WITH A LONDON COBBLE STONE

PATTERN. THE CONTRACTOR SHALL SUBMIT AN

EXAMPLE OF THE PATTERN AND COLOR FOR

APPROVAL BY THE PROJECT C.O.R. OR ENGINEER

PRIOR TO PLACING THE MATERIAL.

1.00' 2.00' 2.00' 1.00'

PLACE STEEL CHAIRS TO ELEVATE THE

WELDED WIRE MESH OFF OF THE

GROUND. THE CHAIRS SHALL BE PLACED

IN A 2' X 2' GRID.

PLACE 6" X 6" WELDED WIRE FABRIC,

10 GAUGE STEEL

0.25' 0.25'

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3.5'

2.17'

0.83'

CENTERLINE OF FLAG POLE (POST)

NO SCALE

1.25" I.D. X 1.50" O.D. SCHEDULE 40 STEEL PIPE,

POWDER COATED ARSENAL BROWN

1.33'

4" DIAMETER P.C.C. ANCHOR/FOOTING

NOTE:

1.) THE CONCRETE USED FOR THE FOOTING SHALL BE A

3500 PSI 28-DAY STRENGTH.

2.) SEE SHEET "D.01" FOR SPECIFIC LOCATIONS.

PROPOSED FLAG POST TYPICAL

FINISHED GRADE

7.00'

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NOTE:

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.

PROJECT DESCRIPTION

THE PREMISE FOR THIS PROJECT IS TO REMOVE, RE-GRADE, RE-ALIGN AND REPLACE THE EXISTING P.C.C./HMA DRIVEWAY AND SIDEWALKS.

THE PROJECT ALSO INCLUDES BUILDING A NEW P.C.C. PARKING LOT IN THE EXISTING GRASS AREA SOUTH OF QUARTERS 1. NEW STORM SEWER SHALL BE INSTALLED IN THE PROPOSED PARKING LOT AND IN THE CIRCLE PORTION OF THE DRIVEWAY. THE EXISTING ROOF DRAINS ALONG THE NORTH SIDE OF QUARTERS 1 SHALL BE HOOKED TO THE NEW STORM SEWER SYSTEM. THE EXISTING FLAG POSTS ADJACENT TO THE DRIVEWAY SHALL BE REMOVED AND REPLACED. EXISTING LIGHT POLES ALONG THE DRIVEWAY SHALL BE REMOVED, REFURBISHED AND REINSTALLED WITH LIGHTING UPGRADES. ADDITIONAL NEW LIGHT POLES WILL BE INSTALLED AROUND THE PROPOSED PARKING LOT AND SIDEWALKS. NEW TREES SHALL BE PLANTED AROUND THE NEW PARKING LOT AND ALONG THE SOUTH ENTRANCE TO QUARTERS 1. THE EXISTING LANDSCAPE OF THE EAST SIDE OF QUARTERS 1 SHALL BE REMOVED AND REPLACED. A NEW 1 INCH WATER SERVICE LINE SHALL BE INSTALLED TO QUARTERS 1. THE EXISTING POWER FEED TO QUARTERS 1 SHALL BE RELOCATED AND NEW ELECTRICAL SHALL BE RAN TO THE NEW DRIVEWAY AND PARKING LOT LIGHTS. ALL DISTURBED GREEN SPACE AREAS SHALL BE HYDRO MULCH, SEEDED AND FERTILIZED.

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1 2 3 4 5 6 7 8 9 10

E R

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

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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 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

E R

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

R S

C.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 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

E R

-0

O F

. S U

N B

. S U

B Y:

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I, D

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, C H

O F

Q U

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C.05

K D

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U .S

. A R

M Y

O N

O C

D A

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C K

N D

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2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

N O

-0

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. S U

N B

. S U

B Y:

D B

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I, D

R O

W O

, C H

O F

Q U

R S

C.06

1.) THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2026 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 AND SHALL REMOVED 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 SO THAT THE PROFILES AND GRADES OBTAINED ARE AS 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 C-4 CONCRETE 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 AND 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 AND OR 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.) ALL EXISTING STORM INFORMATION SHALL BE CONSIDERED A REFERENCE AND IS THE RESPONSIBILITY OF THE CONTRACTOR

VERIFY IN THE FIELD PRIOR TO CONSTRUCTION.

17.) 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.

18.) NO OVERHAUL ON THIS PROJECT.

19.) STORM AND SANITARY TRENCH BACKFILL SHALL HAVE AGGREGATE BACKFILL FROM THE TOP OF BEDDING AROUND THE PIPE TO THE BOTTOM OF THE PAVEMENT SUBBASE FOR ALL LOCATIONS UNDER PAVED SURFACES. STORM AND SANITARY PIPES OUTSIDE OF PAVED SURFACES REQUIRE AGGREGATE BACKFILL FROM THE TOP OF BEDDING AROUND THE PIPE TO 12 INCHES ABOVE THE PIPE. AFTER MEETING THE 12 INCHES ABOVE THE PIPE THE EXISTING TRENCH BACKFILL MATERIAL MAY BE USED

TO BACKFILL TO THE SURFACE UNLESS OTHERWISE NOTED.

20.) ALL STORM SEWER PIPE SHALL BE INSTALLED WITH RUBBER O-RING OR PROFILE GASKET UNLESS OTHERWISE NOTED.

GENERAL NOTES

K D

D B

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U .S

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O N

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D A

E O

W O

R O

C K

N D

, I L

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

N D

C R

O N

-0

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

R S

C.07

SEE SHEET L.01 FOR MORE DETAILS

SEE SHEET D.02 FOR MORE DETAILS

HORIZONTAL CONTROL

POINT #

ELEVATION

569.36

560.61

572.12

570.07

563.41

569.05

569.85

572.68

564.91

565.06

572.90

569.59

NORTHING

1768899.51

1769045.19

1768564.85

1768237.02

1768149.76

1768460.01

1768415.34

1768586.72

1768887.69

1768961.23

1768760.66

1768465.90

EASTING

2192247.54

2192478.54

2192350.14

2192291.70

2191844.02

2191740.12

2191331.63

2191225.08

2191586.07

2191973.87

2191991.36

2192070.82

DESCRIPTION

5/8" W/RED CONTROL CAP

1/2" REBAR

5/8" W/RED CONTROL CAP

1/2" REBAR

VERTICAL CONTROL

POINT #

ELEVATION

573.83

DESCRIPTION

CUT "X" ON STREET LIGHT BASE, W. SIDE GILESPIE STREET @ CUL-DE-SAC

401 562.95CUT "X" ON N.E. CORNER CONCRETE BARRIER WALL TO TRANSFORMER PAD, S.

CLUBHOUSE PARKING LOT

402 575.18BOLT BY "O" IN OPEN ON FIRE HYDRANT @ S.E. COR. OF HOUSE #2635 BAKER AVE.

403 570.45BOLT BY "O" IN OPEN ON FIRE HYDRANT, AT N.W. CORNER OF CLUBHOUSE

K D

D B

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G N

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D A

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N D

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2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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.

NOTE:

THE 2026 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/

PROJECT WAS SURVEYED USING ILLINOIS STATE:

NAD83 ILLINOIS STATE PLANES, WEST ZONE, US FOOT

DATUM: NAD83

8''W - CI

2'' W - GS

4'' PVC <<

6'' PVC <<

12'' VC >>

4''W - CI

4'' CI <<

6'' CI <<

8'' PVC <<

10'' PVC <<

WSV

EXISTING SIGN

EXISTING FLAG POST

PROPOSED FLAG POST

EXISTING HANDHOLE

EXISTING GAS VALVE

EXISTING FIRE HYDRANT

PROPOSED WATER SERVICE VALVE

EXISTING WATER VALVE

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING SPRINKLER SYSTEM CONTROLS

EXISTING LIGHT POLE W/ ARM

PROPOSED LIGHT POLE

EXISTING LIGHT POLE

EXISTING SHRUB/BUSH

EXISTING TREE STUMP

EXISTING CONIFEROUS TREE

EXISTING DECIDUOUS TREE

PROPOSED DECIDUOUS TREE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING COMMUNICATION LINE

EXISTING GAS LINE

EXISTING 4" WATER MAIN - CAST IRON

EXISTING 8" WATER MAIN - CAST IRON

EXISTING 2" WATER MAIN - GALVANIZED STEEL

EXISTING WATER MAIN

EXISTING SANITARY SEWER - 4 INCH PVC

EXISTING SANITARY SEWER - 6 INCH PVC

EXISTING SANITARY SEWER - 12 INCH VITRIFIED CLAY

EXISTING STORM SEWER - 4 INCH CAST IRON

EXISTING STORM SEWER - 6 INCH CAST IRON

EXISTING STORM SEWER - 8 INCH PVC

EXISTING STORM SEWER - 10 INCH PVC

EXISTING HOT MIX ASPHALT DRIVEWAY

EXISTING ROCK DRIVEWAY

EXISTING LANDSCAPE AREA

EXISTING LANDSCAPE ROCK

EXISTING PORTLAND CEMENT CONCRETE DRIVEWAY

EXISTING PORTLAND CEMENT CONCRETE SIDEWALK

EXISTING HOT MIX ASPHALT SIDEWALK

PROPOSED PORTLAND CEMENT CONCRETE SIDEWALK

PROPOSED PORTLAND CEMENT CONCRETE DRIVEWAY

PROPOSED LANDSCAPE AREA

PROPOSED TOPSOIL, HYDRO SEED, MULCH & FERTILIZER AREA

SYMBOLS

C O

O L

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

R S

C.08

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text P

24"24"

24"

12"

24"

24"24"

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

U E

U E W

48"

ROW"

30"

40"

30"

48"

36"

36"15"

26"

24" 24"

36"

12"

36" 36"

24" 12"

12"

24"

12"

12"12" 12"

24"

48"

24"

48"

24"

15"

36"36" 36"

8''W - CI 8''W - CI 8''W - CI 8''W - CI

2'' W

- GS

UE UE

U E

UE UE UE UE

UE UE

U E

10"

572 572

572 573

571573

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

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W O

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N D

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2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

MATCH LINE - SEE SHEET ER.04

ILLES

PI S

EET

P.C .C

. PA

QUARTERS 1 � EAST ENTRANCE

EX. HMA PAVEMENT

EX. P.C.C. SIDE:AL.

. H

M A

C .C

BEGIN REMOVAL OF

EXISTING DRIVEWAY

13.55'

30.44'

16.81'17.67'

13.46'

17.31' 3.67' 4.06'

3.81'

3.79'

3.93'

4.06'

3.68' 3.94'

5.58'

5.13'

MATCH LINE - SEE SHEET ER.04

12.80'14.31'

REMOVE EXISTING HMA

DRIVEWAY PAVEMENT

REMOVE EXISTING

P.C.C. SIDEWALK

BEGIN REMOVAL OF

EXISTING P.C.C. SIDEWALK

BEGIN REMOVAL OF

EXISTING P.C.C. SIDEWALK

EXISTING LANDSCAPE WALL,

TO REMAIN UNDISTURBED

REMOVE EXISTING

P.C.C. SIDEWALK

REMOVE EXISTING

HMA SIDEWALK

EXISTING STRUCTURE LANDSCAPE

BLOCKS/WALL AND TREE TO REMAIN

UNDISTURBED

REMOVE EXISTING LIGHT POLE,

1 EA

REMOVE EXISTING

FLAG POLES, 50 EA

REMOVE EXISTING

FLAG POLES, 6 EA

REMOVE EXISTING

STRUCTURE LANDSCAPE

BLOCKS/WALL, 1 EA

EXISTING RIVER ROCK LANDSCAPE

TO BE REMOVED AND REPLACED

WITH 6" OF TOPSOIL

EXISTING RIVER ROCK LANDSCAPE

TO BE REMOVED AND REPLACED

WITH 6" OF TOPSOIL

REMOVE EXISTING BRUSH

REMOVE EXISTING

P.C.C. SIDEWALK

MATCH LINE - SEE SHEET ER.03

REMOVE EXISTING HANDHOLE,

1 EA

REMOVE EXISTING HANDHOLE,

1 EA

REMOVE EXISTING HANDHOLE,

1 EA

G P

R O

A N

D R

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

R S

ER.01

NOTES:

1.) ALL LIGHT POLES NOTED FOR REMOVAL ARE HISTORIC AND

SHALL NOT BE DAMAGED DURING CONSTRUCTION. THE

POLES ARE TO BE REUSED. IF THE A POLE IS DAMAGED IT

SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

2.) SEE SHEETS E.01 AND E.02 FOR DETAILS ON LIGHT REMOVAL

AND REPLACEMENT.

REMOVE EX. TREE

W E

Feet 0 30 60

G G G G G G G G

48"

ROW"

30"

40"

36"

24" 12"

12"

24"

24" 24"24"

24"

12"

12"12"

48"

24"

6"6"

12"

36"

24"

36"

36"36"

24"

48"

24"

15"

36"

48"

36"

36"36" 36"36" 36"

G G

G 4'

8''W - CI 8''W - CI 8''W - CI 8''W - CI 8''W - CI

2'' W

- GS

2'' W

- GS

U E

T T

UE UE

8'' VC >>

U E

12'' VC >>

U E

6' ' P

10'' PVC <<

8'' PVC <<

4'' PVC << 4'' PVC <<

UE UE

U E

6.00'

572 572

570 570

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 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

- S

MATCH LINE - SEE SHEET ER.03MATCH LINE - SEE SHEET ER.03

Q U A R

R S

O U

E N

A N C E

H M

A P

A V

EX. P.C

. S

AL.

QUARTERS 1

(BLDG 301)

GARAGE

(BLDG 301G)

EX. P.C.C. SIDE:AL.EX

C .C

A L.

EX. HMA SIDE:AL.

EX. P.C.C. SIDE:AL.

. H

M A

EX. P.C.C. DRIVE:AY

EX. GRAVEL DRIVE:AY

Q U

H M

QUARTERS 1

EX. HMA PAVEMENT

EX. P.C.C. SIDE:

AL.

REMOVE EXISTING LARGE BUSHES

REMOVE EXISTING

15" DIA. TREE

PREVIOUSLY ABANDONED 12"

VC STORM SEWER TO REMAIN

REMOVE EXISTING

P.C.C. SIDEWALK

REMOVE EXISTING

P.C.C. SIDEWALK

REMOVE EXISTING

P.C.C. SIDEWALK

REMOVE EXISTING

HMA SIDEWALK

REMOVE EXISTING

HMA SIDEWALK

REMOVE EXISTING

P.C.C. SIDEWALK

REMOVE EXISTING HMA

DRIVEWAY PAVEMENT

REMOVE EXISTING HMA

DRIVEWAY PAVEMENT

REMOVE EXISTING BRUSH AND TREES

REMOVE EXISTING P.C.C.

DRIVEWAY PAVEMENT

REMOVE EXISTING BRUSH AND TREES

REMOVE EXISTING

6" DIA. TREES

REMOVE EXISTING LARGE BUSHES

REMOVE EXISTING CHAINLINK

RAILING AND POSTS ON BOTH SIDES

OF THE SIDEWALK, 56 LF TOTAL

REMOVE EXISTING

BRUSH AND TREES

REMOVE EXISTING

WOOD FENCE, 12 LF

PREVIOUSLY ABANDONED 8" VC

SANITARY SEWER TO REMAIN

REMOVE EXISTING WATER

MAIN VALVE, 1 EA

WATER MAIN ABANDONMENT,

CAP, 2", 1 EA

WATER MAIN ABANDONMENT,

CAP, 2", 1 EA

ABANDON EXISTING 2"

WATER MAIN SERVICE IN

PLACEΎABBREVIATIONS

CI = CAST IRON

GS = GALVANIZED STEEL

VC = VITRIFIED CLAY

PVC = POLYVINYL CHLORIDE

CO = COPPER

PEX = CROSS-LINKED POLYETHYLENE

EXISTING POWER POLE TO BE REMOVED AND

EXISTING ELECTRIC FEED SHALL BE RELOCATED

REMOVE EXISTING

BRUSH/TREE LINE

EX. P.C.C. SIDE:AL.

REMOVE EXISTING HANDHOLE,

1 EA

G P

R O

A N

D R

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

R S

ER.02

MATCH LINE - SEE SHEET ER.04

REMOVE EXISTING SPRINKLER CONTROL SYSTEM,

1 LS

NOTE:

1.) SEE SHEETS E.01 AND E.02 FOR DETAILS ON LIGHT REMOVAL AND REPLACEMENT.

Feet 0 30 60

W E

G G G G

24"

12"

10"10"10"10"10"10" 10"

24"

2" 2"

24" 24"24"

24"

12"

24"

48"

24"

36"

G G

4' 'W

8''W - CI 8''W - CI

W W

W W W

UE UE UE UE UE UE

UE UE UE UE

T T

2'' W

- GS

2'' W

- GS

U E

T T

UE8'' VC >> 8'' VC >>

12'' VC >>

UE UE UE UE UE UE UE

U E

570 570

569 569

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 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

- S

S H

MATCH LINE - SEE SHEET ER.02 MATCH LINE - SEE SHEET ER.02

Q U A R

R S

O U

E N

A N C E

H M

A P

A V

DURNIN AVENUE

7" P.C.C. PAVEMENT

REMOVE EXISTING

BRUSH/TREE LINE

REMOVE EXISTING

BRUSH/TREE LINE

REMOVE EXISTING

BRUSH/TREE LINE

REMOVE EXISTING

24" DIA. TREE 3.16'

19.41'

REMOVE EXISTING

P.C.C. SIDEWALK

REMOVE EXISTING

BRUSH/TREE LINE

REMOVE EXISTING

BRUSH/TREE LINE

REMOVE AND RELOCATE THE

EXISTING STREET LIGHT POLE,

SEE SHEETS E.01 & E.02 FOR

MORE INFORMATION AND THE

PROPOSED LOCATION, 1 EA93.24'

17.07'

REMOVE EXISTING P.C.C. PAVEMENT,

233.8 SY

EX. 7" P.C.C. PAVEMENT

16.91'

13.35'

REMOVE EXISTING 15" RCP STORM SEWER CULVERT,

32 LF

REMOVE EXISTING HMA

DRIVEWAY PAVEMENT

- S

S H

- S

G P

R O

A N

D R

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

R S

ER.03

NOTE:

1.) SEE SHEETS E.01 AND E.02 FOR DETAILS ON

LIGHT REMOVAL AND REPLACEMENT.

Feet 0 30 60

W E

36"

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

U E

W W

U E

24" 24" 24"

24"

12"

18"

48"

24"

ROW"

24" 24"

36"

24"4"2" 24"36"

12"

36" 36"

24" 12"

12"

24"

12"

12"12" 12"

12" 24"

8''W - CI 8''W - CI 8''W - CI 8''W - CI

W W

W W W W W W W W W W

W W

UE UE UE

UE UE UE UE UE UE UE UE UE UE

U E

573 57

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 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

- S

S H

MATCH LINE - SEE SHEET ER.01

EX. P.C

. S

AL.

EX. P.C.C. SIDE:AL.

DURNIN AVENUE

7" P.C.C. PAVEMENT

ILLES

PI S

EET

P.C .C

. PA

MATCH LINE - SEE SHEET ER.01

- S

S H

- S

5.38'

5.05'

5.12'

REMOVE EXISTING BRUSH

REMOVE EXISTING P.C.C. SIDEWALK

G P

R O

A N

D R

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

R S

ER.04

NOTE:

1.) ALL LIGHT POLES NOTED FOR REMOVAL ARE HISTORIC

AND SHALL NOT BE DAMAGED DURING CONSTRUCTION.

THE POLES ARE TO BE REUSED. IF THE A POLE IS

DAMAGED IT SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE.

2.) SEE SHEETS E.01 AND E.02 FOR DETAILS ON LIGHT

REMOVAL AND REPLACEMENT.

W E

12"

U E

30"

40"

48"

36"

36"15"

26"

24" 40"

12"

40"

48"

24"

15"

36"

36" 36"36" 36"

FLAGPOLE

U E

UE UE UE UE

572 572

572 573

571573

563 565

564563

567567

565 565

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 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

QUARTERS 1

(BLDG 301)

EX. P.C.C. SIDE:AL.

. H

M A

QUARTERS 1

EX. HMA PAVEMENT

H M

A S

A L.

EX. P.C.C. SIDE:AL.

EXISTING BLOCK WALKWAY TO REMAIN UNDISTURBED

END OF HMA SIDEWALK REMOVAL

REMOVE EXISTING HMA SIDEWALK

EXISTING LANDSCAPE FOUNTAIN AREA TO REMAIN UNDISTURBED

EXISTING LANDSCAPE WALL,

TO REMAIN UNDISTURBED

EXISTING LANDSCAPE WALL,

TO REMAIN UNDISTURBED

4.21'

3.57'

3.36'

2.00'

EX. P.C.C. SIDE:

AL.

27.11'

MISSISSIPPI RIVER

G P

R O

A N

D R

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

R S

ER.05

NOTE:

1.) SEE SHEETS E.01 AND E.02 FOR DETAILS ON

LIGHT REMOVAL AND REPLACEMENT.

W E

24"

12"

24"

24"24"

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

U E

U E W

48"

30"

40"

30"

48"

36"

36"15"

26"

24" 24"

36"

12"

36" 36"

24"

48"

24"

48"

24"

8''W - CI 8''W - CI 8''W - CI 8''W - CI

UE UE

102+00

BP: 120+00.00

EP: 120+82.09

573574

33+52

30+00

31+00

32+0033+00

U E

UE UE UE UE

UE UE

U E

141+00

141+25

142+00 143+00

130+00

131+00 132+0030

EP: 304+90.94

PC: 304+36.95

PT: 304+86.45

Mid: 304+61.70

: 1

+1 0.

PT: 131+58.61

+4 2.

M id : 1

M id

: 1

+7 6.

BP: 140+00.00

EP: 143+81.77

EP: 211+00.26

192+00

193+00 194+00

195+00200+00

STA. 21+40.31 PROP - CL - QUARTERS 1 - SOUTH ENTRANCE

STA. 40+00.00 PROP - CL - PARKING LOT

PC: 101+36.02

PT: 101+98.72

M id: 101+67.37

BP: 30+00.00

EP: 33+52.41

PC: 30+13.71

: 3

PC: 33+35.58

: 3

M id

: 3 0+

M id

: 3 1+

Mid: 33+44.00

10"

572 572

572 573

571573

BP: 230+00.00

EP: 230+16.97

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 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

T D.

MATCH LINE - SEE SHEET D.04

ILLES

PI S

EET

P.C .C

. PA

MATCH LINE - SEE SHEET D.04

T D.

EXISTING LANDSCAPE WALL,

TO REMAIN UNDISTURBED

EXISTING STRUCTURE LANDSCAPE

BLOCKS/WALL AND TREE TO REMAIN

UNDISTURBED

MATCH LINE - SEE SHEET D.03

13.00'

END OF DRIVEWAY PAVING MATCH

INTO EXISTING STA 132+39.32

13.00'

16.50' 18.00'

16.50'

PLACE FLAG POST,

50 EA

3.00'

6.12'

PROPOSED 18" CURB & GUTTER

PROPOSED 6

P.C.C. SIDE:AL.

.C .C

PLACE LIGHT POLE, 1 EA

PLACE LIGHT POLE, 2 EA

PLACE LIGHT POLE, 1 EA

PLACE LIGHT POLE, 1 EA PLACE LIGHT POLE, 1 EA

PLACE LIGHT POLE, 1 EA

PLACE FLAG POST,

6 EA

PLACE LIGHT POLE, 1 EA

D E:

6.00'

R69.77' ETW

R60.76' R53.26'

R51.76' @ B.O.C.

R83.82'

.0 6'

R99.99'

R5.00'

R2.50'

PROP CL LANE QUARTERS 1 � EAST ENTRANCE

6" P.C.C. PAVEMENT

6" MODIFIED SUBBASE

℄ LANE - DRIVEWAY CIRCLE

R5.00'

R2.00'

TIE INTO EX. GROUND

TIE INTO EX. GROUND TIE INTO EX. GROUND

TIE INTO EX. GROUND

BEGIN 6' P.C.C. SIDEWALK,

MATCH INTO EXISTING

TREE T-31

TIE INTO EX. GROUND

PRO

P CL DR IVE:AY C IRCLE

D P

S H

-0

O F

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

Q U

R S

D.01

NOTE:

1.) SEE SHEETS E.01 AND E.02 FOR DETAILS ON

LIGHT REMOVAL AND REPLACEMENT.

W E

G G G G G G G

48"

30"

40"

36"

24"

24"24"

24"

48"

24"

36"

24"

36"

36"36"

24"

48"

24"36"

36"

48"

36"

G G

G 4'

8''W - CI 8''W - CI 8''W - CI 8''W - CI 8''W - CI

U E

T T

UE UE

8'' VC >>

U E

12'' VC >>

100+00 101+00

102+00

U E

6' ' P

10'' PVC <<

8'' PVC <<

4'' PVC << 4'' PVC <<

UE UE

U E

141+00

W W

WSV

EP: 211+00.26

BP: 220+00.00

EP: 220+32.47

191+00 192+00

193+00

200+00

CL-CL

STA. 21+40.31 PROP - CL - QUARTERS 1 - SOUTH ENTRANCE

STA. 40+00.00 PROP - CL - PARKING LOT

CL-CL

STA. 22+56.89 PROP - CL - QUARTERS 1 - SOUTH ENTRANCE

STA. 100+29.49 PROP - CL DRIVEWAY

6.00'

EP: 41+94.50

EP: 22+56.89

PI: 21+97.94

PC: 101+36.02

PT: 101+98.72

M id: 101+67.37

572 572

570 570

BP: 230+00.00

EP: 230+16.97

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 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

- S

S H

MATCH LINE - SEE SHEET D.03MATCH LINE - SEE SHEET D.03

ΎABBREVIATIONS

CI = CAST IRON

GS = GALVANIZED STEEL

VC = VITRIFIED CLAY

PVC = POLYVINYL CHLORIDE

CO=COPPER

PEX=CROSS-LINKED POLYETHLENE

QUARTERS 1

(BLDG 301)

GARAGE

(BLDG 301G)

27.00'

18.00'

22 PARKING STALLS

10 PARKING STALLS

42.85'

10.00' R8.25'

6.00'

10.00' 5.00'

10.00'

8.00'

10.00'TREE T-18

TREE T-19

TREE T-20

TREE T-21

TREE T-22

TREE T-23 TREE T-24 TREE T-25

TREE T-26

TREE T-27

TREE T-28 TREE T-29

TREE T-30

Q U A R

R S

S O

E N

A N C E

(6 " P

.C .C

(6 " M

O D

D S

U B B A S E)

PLACE LIGHT POLE, 2 EA

PLACE LIGHT POLE, 1 EA

PROPOSED 6

P.C.C. SIDE:AL.

.C .C

A L.

PROP. 6

P.C.C. SIDE:AL.

.C .C

A L.

PLACE LIGHT POLE, 1 EA

61.51'

17.33'

50.88'

QUARTERS 1 PAR.ING LOT

(6" P.C.C. PAVEMENT)

(6" MODIFIED SUBBASE)

PROPOSED 18" CURB AND GUTTER (TYP.)

41.02'

PROPOSED 18" CURB

AND GUTTER (TYP.) QUARTERS 1 ℄ DRIVE:AY

(6" P.C.C. PAVEMENT)

(6" MODIFIED SUBBASE)

16.50'

20.00'

TYP.

15.00'

TYP.

R5.00' R5.00' R28.00'

R5.00'

50.65'

PROPOSED 18" CURB

AND GUTTER (TYP.)

R5.00'

INSTALL 1" PEX WATER SERVICE PIPE,

118 LF

INSTALL 1" WATER SERVICE CORPORATION,

1 EA

NOTES:

1.) INSTALL A 1 INCH CORPORATION VALVE TAPPED AT 45

DEGREES ABOVE HORIZONTAL AT A MINIMUM OF 18 INCHES

FROM THE PIPE BELL.

2.) THE BEDDING AND BACKFILL MATERIAL USED FOR THE

INSTALLATION OF THE 1" PEX WATER SERVICE LINE SHALL BE

CLEAN MAN SAND. USE P-1 PIPE EMBEDMENT FROM FIGURE

3010.104 (SW-104) FOR WATER MAIN PIPE INSTALLATIONS.

GRANULAR MATERIAL SHALL NOT BE USED FOR BEDDING OR

BACKFILL MATERIAL.

3.) THE EXISTING WATER SERVICE TO THE HOUSE IS A 2 INCH

LINE.

4.) THE PROPOSED LIGHT POLES ARE SET 2' FROM CENTER FROM

THE PROPOSED PAVEMENTS. THIS DISTANCE MAY BE

ADJUSTED TO ENSURE THE LIGHT POLES DON'T ENCROACH

INTO THE PROPOSED PAVEMENTS.

5.) PLACE A DROP CURB IN THE PARKING LOT AT THE 8' CROSS

HATCH AREA FOUND NEXT TO THE VAN ACCESSIBLE

HANDICAP STALL.

6.) THE MOST EAST HANDICAP STALL SHALL HAVE A VAN

ACCESSIBLE SIGN.

7.) THE NOTATION S-1, S-2, S-3 AND S-4&5 ARE IN REFERENCE

TO THE SIGN TABLE ON SHEET C.07.

8.) SEE SHEETS E.01 TO E.03 FOR DETAILS ON LIGHT REMOVAL

AND REPLACEMENT.

9.) THE UNDERGROUND ELECTRIC ON THIS SHEET REPRESENTS

THE EXISTING CONDITIONS.

INSTALL WATER SERVICE

CURB STOP BOX, BALL-TYPE,

1 EA

CONNECT NEW WATER SERVICE TO

EXISTING WATER CONNECTION

12.20' R2.50'

BEGIN 6' P.C.C. SIDEWALK

MATCH INTO EXISTING

P.C.C. PAVEMENT STA

190+00.00

MATCH LINE - SEE SHEET D.04

R5.00'

R2.50'

5' CURB DROP

.C .C

A L.

MATCH SIDEWALK TO

EXISTING STEP (WIDTH)

℄ PROP. 6' SIDEWALK

TIE INTO EX. GROUND

PROPOSED LANDSCAPE

R30.00'

11.97'

D P

S H

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

R S

D.02

R30.00'

AT B.O.C.

R25.00'

AT B.O.C.

5.00'

PLACE HANDICAP

SIGNS & SYMBOLS,

4 EA

S-1 S-2 S-3&4 S-5&6

W E

G G G G

24"

12"

10"10"10"10"10"10" 10"

24"

2" 2"

24"24"

24"

48"

24"

36"

G G

4' 'W

8''W - CI 8''W - CI

W W

W W W

UE UE UE UE UE UE

UE UE UE UE

T T

U E

T T

UE8'' VC >> 8'' VC >>

40+00 41+00

41+95

12'' VC >>

90+00 91+00

91+80

UE UE UE UE UE UE UE

U E

W W

PT: 303+02.77

Mid: 304+61.70

Mid: 302+98.64

CL-CL

STA. 90+86.24 PROP - CL - DURNIN AVENUE

STA. 20+00.00 PROP - CL - QUARTERS 1 - SOUTH ENTRANCE

CL-CL

STA. 21+40.31 PROP - CL - QUARTERS 1 - SOUTH ENTRANCE

STA. 40+00.00 PROP - CL - PARKING LOT

BP: 40+00.00

EP: 41+94.50

BP: 20+00.00

PI: 21+97.94

570 570

569 569

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 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

- S

S H

MATCH LINE - SEE SHEET D.02 MATCH LINE - SEE SHEET D.02

℄ DURNIN AVENUE

7" P.C.C. PAVEMENT

- S

S H

- S

S H

BEGIN 6" P.C.C. PAVING AND 6" (THICK) CURB AND

GUTTER ON 6" MODIFIED SUBBASE, STA 20+42.28

PLACE 7" P.C.C. PAVING AND 7"

(THICK) CURB AND GUTTER ON

6" MODIFIED SUBBASE

PROPOSED 18" CURB AND GUTTER (TYP.)

18.00'

27.00'

18.00'

27.00'

18.00'

16 PARKING STALLS

22 PARKING STALLS

10 PARKING STALLS 4 HANDICAP PARKING STALLS

PROPOSED 18" CURB AND GUTTER (TYP.)

TREE T-1

TREE T-2

TREE T-3

TREE T-4

TREE T-5

TREE T-6

TREE T-7

TREE T-8

TREE T-9

TREE T-10

TREE T-11

TREE T-12

TREE T-13

TREE T-14

TREE T-15

TREE T-16

TREE T-17

166.00' E-E

42.74'

42.85'

10.00'

R8.25'

166.00' E-E

15.00'

PLACE LIGHT POLE, 1 EA

RELOCATE EXISTING LIGHT POLE TO THIS

LOCATION, STA 91+38.98, 18.95' L (SEE

SHEET ER.03 FOR ORIGINAL LOCATION)

25.00'

26.50'

19.50'

10.00' 5.00'

10.00'

8.00'

10.00'

27.00'

BOC TO BOC

12.00'

LANE

12.00'

LANE

11.91'

12.01'

PROPOSED 18" CURB

AND GUTTER (TYP.)

Q U A R

R S

S O

E N

A N C E

(6 " P

.C .C

(6 " M

O D

D S

U B B A S E)

QUARTERS 1 PAR.ING LOT

(6" P.C.C. PAVEMENT)

(6" MODIFIED SUBBASE)

20.00'

TYP.

129.00' E-E

R25.00' B.O.C.

R25.00'

TIE INTO EX. GROUND

4:1 4:1

D P

S H

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

R S

D.03

DRIVEWAY DROP CURB

5.00'

PLACE LIGHT POLE, 1 EA

NOTE:

1.) SEE SHEETS E.01 AND E.02 FOR DETAILS ON

LIGHT REMOVAL AND REPLACEMENT.

W E

Feet 0 30 60

36"

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

U E

W W

U E

24" 24" 24"

24"

12"

18"

48"

24"

24" 24"

36"

24"4"2" 24"36"

12"

36" 36"

24"

8''W - CI 8''W - CI 8''W - CI 8''W - CI

W W

W W W W W W W W W W

W W

00BP: 120+00.00

UE UE UE

UE UE UE UE UE UE UE UE UE UE

U E

302+00

303+00

PC: 304+36.95

PC: 302+94.51

PC: 300+93.11

PT: 303+02.77

PT: 301+48.51

Mid: 304+61.70

Mid: 302+98.64

M id: 301+20.81

R278.49'

573 57

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 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

- S

S H

MATCH LINE - SEE SHEET D.01

DURNIN AVENUE

7" P.C.C. PAVEMENT

ILLES

PI S

EET

P.C .C

. PA

MATCH LINE - SEE SHEET D.01

- S

S H

- S

S H

.C S

PROP. 6

P.C.C. SIDE:AL.

D E:

R50.00'

R6.00'

PLACE LIGHT POLE, 1 EA

TIE INTO EX. GROUND

PLACE 6" OF TOPSOIL AND HYDRO

SEED AND MULCH WHERE EXISTING

P.C.C. SIDEWALK WAS REMOVED

MATCH EXISTING GRADE

TIE INTO EX. GROUND

℄ PROP. 6' SIDEWALK

D P

S H

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

R S

D.04

W E

Feet 0 30 60

NOTES:

1.) ALL DISTURBED GREEN SPACE AREAS SHALL RECEIVE HYDRO

SEED, FERTILIZING AND MULCH, TYPE 1 (PERMANENT LAWN

MIXTURE), SEE SUDAS SECTION 9010, SECTION 2.02, PART A,

FOR SEED MIXTURE SPECIFICS.

2.) SEE SHEETS E.01 TO E.03 FOR DETAILS ON LIGHT REMOVAL AND

REPLACEMENT.

3.) THE UNDERGROUND ELECTRIC ON THIS SHEET SHOWS EXISTING

CONDITIONS.

12"

U E

30"

40"

48"

36"

36"15"

26"

24" 40"

12"

40"

48"

24"36"

36"

FLAGPOLE

573574

U E

UE UE UE UE

141+25

142+00 143+00

EP: 143+81.77

EP: 201+37.27

EP: 211+00.26

BP: 220+00.00

EP: 220+32.47

EP: 195+58.73

PI: 191+98.01

PC: 192+29.28

PC: 194+27.88

: 1

PT: 193+41.57 PT

: 1

PT: 195+45.42

PCC: 192+36.13

+3 9.

PRC: 192+62.11 PR

+2 3.

M id: 192+32.70

M id: 192+49.12

M id: 192+92.58

M id

: 1

+3 2.

M id

: 1

+5 3.

M id

: 1

+2 0.

M id

: 1

+4 2.

65192+00

193+00 194+00

195+00200+00

572 572

572 573

571573

563 565

564563

567567

565 565

BP: 230+00.00

EP: 230+16.97

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 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

QUARTERS 1

(BLDG 301)

EXISTING LANDSCAPE WALL,

TO REMAIN UNDISTURBED

EXISTING LANDSCAPE WALL,

TO REMAIN UNDISTURBED

EXISTING BLOCK WALKWAY TO REMAIN UNDISTURBED

MISSISSIPPI RIVER

6.00'

12.20'

PROP. 6

P.C.C. SIDE:AL.

.C S

A L.

END OF 6' P.C.C. SIDEWALK,

MATCH INTO EXISTING

END OF 6' P.C.C. SIDEWALK,

MATCH INTO EXISTING

PLACE 6" OF TOPSOIL AND HYDRO

SEED AND MULCH WHERE EXISTING

HMA SIDEWALK WAS REMOVED

MATCH EXISTING GRADE

R60.76'

R3 2.

R253.63'

.0 8'

R45.11'

R76.21'

R73.24'

R85.51'

ALL SIDEWALK

RETURN RADIUS'

ARE 5' IN THIS

INTERSECTION

NOTES:

1.) ALL DISTURBED GREEN SPACE AREAS SHALL RECEIVE HYDRO

SEED, FERTILIZING AND MULCH, TYPE 1 (PERMANENT LAWN

MIXTURE), SEE SUDAS SECTION 9010, SECTION 2.02, PART A,

FOR SEED MIXTURE SPECIFICS.

2.) SEE SHEETS E.01 TO E.03 FOR DETAILS ON LIGHT REMOVAL AND

REPLACEMENT.

3.) THE UNDERGROUND ELECTRIC ON THIS SHEET SHOWS EXISTING

CONDITIONS.

EXISTING LIMESTONE

LANDSCAPE AREA TO

REMAIN UNDISTURBED

CL DR I VE:AY

℄ PROP. 6' SIDEWALK

D P

S H

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

Q U

R S

D.05

W E

G G G G G G

U E

W W

G G

4' 'W

8''W - CI 8''W - CI 8''W - CI 8''W - CI

W W W W W

UE UE

UE U

E U

E T

T T

8'' VC >>

U E

12'' VC >>

U E

UE UE UE

6' ' P

10'' PVC <<

4'' PVC <<

UE UE UE UE

UE UE UE UE UE UE

U E

572 572

572 573

572 57

571573

572571

570569

570 570

572 57

566 566

569 569

565 565

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 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

QUARTERS 1

(BLDG 301)

GARAGE

(BLDG 301G)

-0

O F

. S U

N B

. S U

B Y:

D B

. K O

I, D

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 27, 2026.