Bid Set Drawings Part 2.pdf

PDF 18 MB Posted Feb 22, 2025

Attached to: Y1PZ--823CM3023, Irrigation Expansion, Rock Island National Cemetery
Solicitation number: 36C78625B0011
Issued by: Department of Veterans Affairs National Cemetery Administration

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Other files

File	Type	Posted
36C78625B0011 0002.docx	DOCX document	Apr 16, 2025
Davis-Bacon Wage Determination IL20250001 04-04-2025.pdf	PDF	Apr 7, 2025
36C78625B0011 0001.docx	DOCX document	Apr 7, 2025
Bid Set Drawings Part 1.pdf	PDF	Feb 22, 2025
Bid Set Specifications.pdf	PDF	Feb 22, 2025
Cost Estimate Worksheet.xlsx	XLSX spreadsheet	Feb 22, 2025
Wage Determination _ Rock Island.pdf	PDF	Feb 22, 2025
IFB 36C78625B0011 Solicitation_rev02202025.pdf	PDF	Feb 22, 2025
Bid Set Drawings Part 3.pdf	PDF	Feb 22, 2025

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574573

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S37°51'18"E 222.06'

S25°19'09"E 218.02'

S1 8°

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S79°39'28"E 644.32'

EX. ASPHALT

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EX. 12"

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EX. 24" RCP

EX. 15" RCP

EX. 24" RCP

EX. 6" VCPEX. 6" VCP

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EX. 10" RCP

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EX. 10" RCPPLUGGED

EX. 12" RCP

EX. 12"RCP

EX. 12" RCP

EX. 12" PVC

W W

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UGT

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EX. 18" RCP

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EX. 18" VC

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EX. 8" CMP

EX. 10" RCP

W W

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EX. 8" PVC

UGF

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UGE

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S0 0°

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S79°34'26"E 400.23'

S79°37'18"E 789.20' N1 0°

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2.1 0'

S79°44'11"E74.98'

S49°2 8'5

3"W 503.75

S3 0°

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2.1 3'

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N43°59'36"W 200.01'

N50°43'08"W 219.51'

N56°00'32"W 200.45'

N55°56'45"W 650.70'

RODMAN AVE

ROSTRUM DRIVE

NORTH DRIVE

DRIVE

ITEK

ROAD

WILLIE LANE

MOSKALA LANE

NORTH DRIVE

EAST DRIVE

RODMAN AVE

EX. 12"

RCP

MISSISSIPPI RIVER

FREEDOM

Ex.

AdministrationBuilding

EX. CONCRETE

APPROXIMATE LOCATION

EX. PUMP HOUSE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ROCK ISLAND, ILLINOIS

821CM3032

JANUARY 23, 2025 JAE CAS Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ROCK ISLAND NATIONAL CEMETERY

IRRIGATION SYSTEM EXPANSION

Fil e P ath : G

:\P

\33

-2

1 R

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

Office of the National Cemetery

Administration

AQUA ENGINEERING, INC.

3944 JFK PARKWAY, UNIT 12C

FOR COLLINS, CO 80525-3089

970.229.9668

WWW.AQUAENGINEERING.COM

VL100

EXISTING CONDITIONS PLAN NOTES:

1. THE EXISTING CONDITIONS PLAN CONSISTS OF AN ORIGINAL SURVEY BY MISSMAN

STANLEY & ASSOCIATES, ROCK ISLAND, IL, DATED 11-30-2007 WITH SUPPLEMENTARY

INFORMATION PROVIDED FROM PREVIOUS CONSTRUCTION DOCUMENTS. SURVEY BY

MISSMAN STALEY & ASSOCIATES WAS RESERVED TO CEMETERY ROADWAYS AND

WITHIN 10' OF BACK OF CURB/EDGE OF PAVEMENT. THE SURVEY WAS COMPLETED IN

THE ILLINOIS SPCS, NAD 83. THE TOPOGRAPHIC CONTOUR INTERVAL IS TWO (2) FEET.

2. THE BOUNDARY OF THIS PROPERTY WAS NOT SURVEYED IN CONJUNCTION WITH THE

EXISTING CONDITIONS SURVEYS. NO EFFORT HAS BEEN MADE TO RE-ESTABLISH OR

DEPICT PROPERTY LINES, RIGHTS-OF-WAY, EASEMENTS, OR OTHER MATTERS OF

SURVEY AT THIS SITE.

3. UNDERGROUND UTILITIES LOCATIONS HAVE BEEN SHOWN BASED ON SURFACE

FEATURES AND DESIGN DOCUMENTS PROVIDED BY THE VA. THE UTILITIES SHOWN MAY

NOT REFLECT ALL UNDERGROUND UTILITIES.

4. UTILITIES WITHIN THE LIMITS OF CONSTRUCTION SHALL BE VERIFIED BY THE

CONTRACTOR PRIOR TO ANY CONSTRUCTION. ACCEPTABLE METHOD OF VERIFICATION

IS A TEST PIT TO PHYSICALLY LOCATE THE UTILITIES VERTICAL AND HORIZONTAL

LOCATION.

5. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE

PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER.

6. IRRIGATION LINES, GAS LINES, AND STORM UNDERDRAINS LOCATIONS ARE SHOWN PER

PREVIOUS CONSTRUCTION DOCUMENTS AND ARE APPROXIMATE AND MAY NOT

REFLECT THE ACTUAL LOCATION OF THE LINE.

7. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 17161C0120F DATED APRIL 5,

2010. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN

AREA (ZONE A). THE PROPERTY IS IN ZONE X.

GRAPHICAL SCALE: 1"=80'

80 40 0 80 160 240

KEY MAP

(NOT TO SCALE)

1 2

3 4

OVERALL EXISTING CONDITIONS

567 56

S25°19'09"E 218.02'

S1 8°

'23

3.4 6'

S79°39'28"E 644.32'

. 1

2" R

EX. 24" RCP

. 1

2" R

EX. 24" RCP

EX. 12"

RCP

. 1

2" R

EX. 24" RCP

EX. 15" R

EX. 24" RCP

EX. 6" VCPEX. 6" VCP

. 1

5" R

EX. 15" RCP

. 1

2" R

. 1

2" R

EX. 15" RCP

EX. 10" RCP

W W

W W W

W W

EX. 18" VC

. 1

8" R

UGE

UGT

UGE

UGT

UGE

OHE

UGE

UGCM

UGE

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WILLIE LANE

MOSKALA LANE

NORTH DRIVE

EX. CONCRETE

EX. ASPHALT

EX. CONCRETE

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. A

EX. ASPHALT

. C

. A

. C

. A

SPH

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EX. 12"

RCP

6" C

.I.

6" C

.I.

IVE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ROCK ISLAND, ILLINOIS

821CM3032

JANUARY 23, 2025 JAE CAS Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ROCK ISLAND NATIONAL CEMETERY

IRRIGATION SYSTEM EXPANSION

Fil e P ath : G

:\P

\33

-2

1 R

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRITY FEDERA

SERV I CES

Office of the National Cemetery

Administration

AQUA ENGINEERING, INC.

3944 JFK PARKWAY, UNIT 12C

FOR COLLINS, CO 80525-3089

970.229.9668

WWW.AQUAENGINEERING.COM

VL101

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

EXISTING CONDITIONS

KEY MAP

(NOT TO SCALE)

1 2

3 4

LIN

- S

V L1

MATCH LINE - SHEET VL103

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EX. 18" RCP

EX. 15" RCP

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. 6

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EX. 18" RCP

EX. 10" RCP

UGE

OHE

EX. 8" PVC

NORTH DRIVE

UGE

OHE

N41°58'36"W 170.00'

N43°59'36"W 200.01'

N50°43'08"W 219.51'

N56°00'32"W 200.45'

N55°56'45"W 650.70'

RODMAN AVE

ROSTRUM DRIVE

NORTH DRIVE

RODMAN AVE

. C

. A

. C

. A

. C

EX. CONCRETE

EX. ASPHALT

EX. CONCRETE

EX. ASPHALT

EX. CONCRETE

EX.

NCRE

. C

EX. 12"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ROCK ISLAND, ILLINOIS

821CM3032

JANUARY 23, 2025 JAE CAS Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ROCK ISLAND NATIONAL CEMETERY

IRRIGATION SYSTEM EXPANSION

Fil e P ath : G

:\P

\33

-2

1 R

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRITY FEDERA

SERV I CES

Office of the National Cemetery

Administration

AQUA ENGINEERING, INC.

3944 JFK PARKWAY, UNIT 12C

FOR COLLINS, CO 80525-3089

970.229.9668

WWW.AQUAENGINEERING.COM

VL102

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

EXISTING CONDITIONS

KEY MAP

(NOT TO SCALE)

1 2

3 4

LIN

- S

V L1

MATCH LINE - SHEET VL104

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text O

AutoCAD SHX Text K

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EX. ASPHALT

EX. CONCRETE

S1 0°

'23

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TRENCH DRAIN

EX. 6" PVC

. 8

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EX. 6" PVC DRAIN TILE

. 1

2" R

EX. 24" RCP EX. 15" RCP

EX. 10" RCP

. 1

5" R

. 1

2" R

EX. 12" RCP

. 1

2" R

EX. 12" RCP

. 1

0" R

EX. 12" RCP

. 1

0" R

EX. 10" RCP

PLUGGED

EX. 12" RCPEX. 12" RCP

EX. 12" RCP

EX. 12" PVC

W W

W W W

W W W W W

W W

EX. 18" VC

. 1

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EX. 8" CMP

G G

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X X

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EX. CONCRETE

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EX. ASPHALT

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EX.

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SPH

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2" PVC

6" C

.I.

2" PVC

FREEDOM DRIVE

EX. CONCRETE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ROCK ISLAND, ILLINOIS

821CM3032

JANUARY 23, 2025 JAE CAS Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ROCK ISLAND NATIONAL CEMETERY

IRRIGATION SYSTEM EXPANSION

Fil e P ath : G

:\P

\33

-2

1 R

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRITY FEDERA

SERV I CES

Office of the National Cemetery

Administration

AQUA ENGINEERING, INC.

3944 JFK PARKWAY, UNIT 12C

FOR COLLINS, CO 80525-3089

970.229.9668

WWW.AQUAENGINEERING.COM

VL103

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

EXISTING CONDITIONS

KEY MAP

(NOT TO SCALE)

1 2

3 4

LIN

- S

V L1

MATCH LINE - SHEET VL105

MATCH LINE - SHEET VL101

AutoCAD SHX Text Irrigation

AutoCAD SHX Text Control

AutoCAD SHX Text Fuel

AutoCAD SHX Text Storage

AutoCAD SHX Text Fuel

AutoCAD SHX Text Storage

AutoCAD SHX Text Fuel

AutoCAD SHX Text Storage

AutoCAD SHX Text Well

AutoCAD SHX Text AC Unit

AutoCAD SHX Text Landscape Edge

AutoCAD SHX Text Conc.

AutoCAD SHX Text Landscape ret.wall

AutoCAD SHX Text Conc.Ret.Wall

AutoCAD SHX Text Car Port

AutoCAD SHX Text Ex. Administration Building

AutoCAD SHX Text Bldg.

AutoCAD SHX Text Fuel

AutoCAD SHX Text Pump

AutoCAD SHX Text Conc.

AutoCAD SHX Text conc. wall

AutoCAD SHX Text landscape wall

AutoCAD SHX Text

BIT.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Bush

AutoCAD SHX Text

6" VCP

AutoCAD SHX Text Mulch

AutoCAD SHX Text Gas Meter

AutoCAD SHX Text

WATERVALVE

AutoCAD SHX Text G

AutoCAD SHX Text M

AutoCAD SHX Text X

AutoCAD SHX Text

CA1

AutoCAD SHX Text Y

AutoCAD SHX Text

CA2

AutoCAD SHX Text Z

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text E

573573

2 57

574 574

EX. CONCRETE

. A

EX. 10" RCP

. 1

0" R

EX. 10" RCP

. 1

0" R

EX. 10" RCP

. 1

2" R

EX. 8" RCP

. 1

0" R

EX. 12" RCP

EX. 10" RCP

. 1

0" R

W W

Landsca pe Edge

Cannon

. 1

0" R

EX. 10" RCP

2" PVC

OHE

ROSTRUM DRIVE

EX. CONCRETE

EX. ASPHALT

EX. FLAG POLE

UGE

S79°44'11"E74.98'

S49°28'53"W 503.75'

S3 0°

'41

2.1 3'

N41°58'36"W 170.00'

EAST DRIVE

EX.

NCRE

EX. CONCRETE

EX. ASPHALTEX

. C

. A

EX. CONCRETE

EX. ASPHALT

. C

. A

EX. CONCRETE

EX. ASPHALT

EX. CONCRETE

. C

EX. CONCRETE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ROCK ISLAND, ILLINOIS

821CM3032

JANUARY 23, 2025 JAE CAS Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ROCK ISLAND NATIONAL CEMETERY

IRRIGATION SYSTEM EXPANSION

Fil e P ath : G

:\P

\33

-2

1 R

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRITY FEDERA

SERV I CES

Office of the National Cemetery

Administration

AQUA ENGINEERING, INC.

3944 JFK PARKWAY, UNIT 12C

FOR COLLINS, CO 80525-3089

970.229.9668

WWW.AQUAENGINEERING.COM

VL104

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

EXISTING CONDITIONS

KEY MAP

(NOT TO SCALE)

1 2

3 4

LIN

- S

V L1

MATCH LINE - SHEET VL105

MATCH LINE - SHEET VL102

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text F

562561

563563 562

. 8

" D

2" PVC

OHE

S79°37'18"E 789.20'

N1 0°

'01

2.1 0'

MISSISSIPPI RIVER

APPROXIMATE LOCATION

EX. PUMP HOUSE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ROCK ISLAND, ILLINOIS

821CM3032

JANUARY 23, 2025 JAE CAS Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ROCK ISLAND NATIONAL CEMETERY

IRRIGATION SYSTEM EXPANSION

Fil e P ath : G

:\P

\33

-2

1 R

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRITY FEDERA

SERV I CES

Office of the National Cemetery

Administration

AQUA ENGINEERING, INC.

3944 JFK PARKWAY, UNIT 12C

FOR COLLINS, CO 80525-3089

970.229.9668

WWW.AQUAENGINEERING.COM

VL105

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

EXISTING CONDITIONS

KEY MAP

(NOT TO SCALE)

1 2

3 4

MATCH LINE - SHEET VL103 MATCH LINE - SHEET VL104

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ROCK ISLAND, ILLINOIS

821CM3032

DECEMBER 30, 2024 JAE CAS Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ROCK ISLAND NATIONAL CEMETERY

IRRIGATION SYSTEM EXPANSION

Fil e P ath : G

:\P

\33

-2

1 R

I50 1.D

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRITY FEDERA

SERV I CES

Office of the National Cemetery

Administration

AQUA ENGINEERING, INC.

3944 JFK PARKWAY, UNIT 12C

FOR COLLINS, CO 80525-3089

970.229.9668

WWW.AQUAENGINEERING.COM

GI501

GENERAL DETAILS

ELEVATION

PLAN VIEW

2"x4" FRAMING

4"x4" POSTS (TYP.)

FACE

41 2" 41 2"

6' 3'

1' -7

-5

ALL VISIBLE SURFACES

TO BE PRIMED AND

PAINTED

SIGN ATTACHED

TOGETHER WITH WOOD

SCREWS & LAG BOLTS

FACE PANEL TO BE AN EXTERIOR

GRADE. M.D.O. SHEET OR AN

ALUMINUM SKIN LAMINATED TO A

WOOD OR PLASTIC CORE IS

PREFERRED WITH EDGES

PHYSICALLY SEALED.

4"x4" POSTS

FINISHED GRADE (TYP.)

4' M

4"x4" POSTS

FINISHED GRADE (TYP.)

4' M

END VIEW

2"x4" FRAMING

SIZE:

SIGN PANEL: 6' HIGH x 8' WIDE

DESCRIPTION:

SIGN USED IN CONSTRUCTION SITES TO PROVIDE INFORMATION DESIGNATING

THE SPECIFIC "DEPARTMENT OF VETERANS AFFAIRS" PROJECT UNDER

CONSTRUCTION AS WELL AS THE NAME OF THE GENERAL CONTRACTOR & OTHER

PROJECT SPECIFIC CONSULTANTS.

MESSAGE CONFIGURATION:

REFER TO MESSAGE LAYOUT DETAIL FOR DIMENSIONS.

SIGN COMPONENTS:

POSTS AND FRAMED MEDIUM DENSITY OVERLAY (M.D.O.) PLYWOOD OR

ALUMINUM SIGN PANEL.

GRAPHICS PROCESS:

SURFACE APPLIED VINYL OR SCREENED GRAPHICS.

COLORS:

BACKGROUND: VA BLUE & WHITE

TYPE: BLACK

REFER TO COLOR CHART IN THE VA SIGNAGE DESIGN MANUAL

TYPOGRAPHY:

HELVETICA BOLD

MOUNTING:

POST MOUNTED FRAMED SIGN PANEL.

INSTALLATION:

IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT THE ENTRY, OR A VISIBLE

LOCATION, ON A CONSTRUCTION SITE.

3' 3'

11 2" 11 2"

11 2"

9" 4"

ALL VISIBLE SURFACES

TO BE PRIMED AND PAINTED

SIGN ATTACHED TOGETHER

WITH WOOD SCREWS & LAG BOLTS

CHANGEABLE NUMBERS

3 4"

3' M

FINISHED GRADE (TYP.) FINISHED GRADE (TYP.)

SIZE:

SIGN PANEL: 3' HIGH x 4' WIDE

DESCRIPTION:

SIGN USED IN CONSTRUCTION SITES TO PROVIDE

INFORMATION REGARDING FREQUENCY OF ON SITE

CONSTRUCTION RELATED ACCIDENTS. SIGN PANEL

IS BUILT WITH A REGION TO DISPLAY CHANGEABLE

NUMBERS TO INDICATE THE NUMBER OF DAYS

SINCE TIME WAS LOST DUE TO A CONSTRUCTION

ACCIDENT.

MESSAGE CONFIGURATION:

REFER TO MESSAGE LAYOUT DETAIL FOR

DIMENSIONS.

SIGN COMPONENTS:

POSTS (METAL OR WOOD) AND MEDIUM DENSITY

OVERLAY (M.D.O.) PLYWOOD OR ALUMINUM SIGN

PANEL. SIGN PANEL MAY OR MAY NOT BE FRAMED.

SIGN PANEL IS EQUIPPED WITH A REGION TO

DISPLAY CHANGEABLE NUMBERS.

GRAPHICS PROCESS:

SURFACE APPLIED VINYL OR SCREENED GRAPHICS.

COLORS:

FOR BACKGROUND, TYPE AND GRAPHIC COLORS,

REFER TO COLOR CHART IN THE VA SIGNAGE

DESIGN MANUAL "SECTION 12: NATIONAL CEMETERY

SIGNS"

TYPOGRAPHY:

HELVETICA BOLD.

MOUNTING:

POST MOUNTED SIGN PANEL.

INSTALLATION:

IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT

A VISIBLE LOCATION ON A CONSTRUCTION SITE

NEAR A FIELD OFFICE.

FACE PANEL TO BE AN EXTERIOR GRADE M.D.O. SHEET

OR AN ALUMINUM SKIN LAMINATED TO A WOOD OR

PLASTIC CORE IS PREFERRED WITH EDGES PHYSICALLY

SEALED.

PLAN VIEW

4"x4" POSTS

3' M

END VIEWELEVATION

4"x4" POSTS

2"x4" FRAMING

2"x4" FRAMING 4"x4" POSTS (TYP.)

FACE

General Contractor's Firm Name

NOT TO SCALE

CONSTRUCTION SIGN: SAFETY (SP-24.04)2NOT TO SCALE

CONSTRUCTION SIGN: TEXT ONLY (SP-24.01)1

LANDSCAPING NOTES:

1. ALL DISTURBED AREAS SHALL BE SODDED WITH KENTUCKY BLUEGRASS AS EACH AREA OF CONSTRUCTION IS COMPLETED. FOR AREAS WHERE DISTURBANCE IS MINOR, KENTUCKY BLUEGRASS SEEDING MAY BE USED IN LIEU OF SOD.

AutoCAD SHX Text

NCA DESIGN AND CONSTRUCTION SERVICE

AutoCAD SHX Text

ROCK ISLAND NATIONAL CEMETERY

AutoCAD SHX Text

GENERAL CONTRACTOR

AutoCAD SHX Text

AE IMPROVE & REPLACE IRRIGATION SYSTEM

AutoCAD SHX Text Construction Firm Name (TBD) City & State (TBD)

AutoCAD SHX Text

ARCHITECT/ENGINEER

AutoCAD SHX Text INTEGTRITY FEDERAL SERVICES Martinsburg, WV

SEE IMAGE, THIS DETAIL

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 87 9

ROCK ISLAND, ILLINOIS

JDL

821CM3032

CCT Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

ROCK ISLAND NATIONAL CEMETERY

IRRIGATION SYSTEM EXPANSION

Fil e P ath : G

:\P

\33

-2

1 R

\LI

1.D

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRITY FEDERA

SERV I CES

LI101

Office of the National Cemetery

Administration

JANUARY 23, 2025

BID DOCUMENTS

AQUA ENGINEERING, INC.

3944 JFK PARKWAY, UNIT 12C

FOR COLLINS, CO 80525-3089

970.229.9668

WWW.AQUAENGINEERING.COM

FLAG NOTES

GENERAL NOTES

LEGEND

4-1 2"79-

381 382

GENERAL DESCRIPTION

IRRIGATION COVER SHEET

AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING DUCTILE IRON TEE AND REPAIR COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. AIR VACUUM RELIEF VALVE ASSEMBLY LOCATION SHOWN IS APPROXIMATE. VERIFY THE LOCATION OF THE HIGHEST ELEVATION ON THE MAINLINE AND INSTALL THE AIR VACUUM RELIEF VALVE ASSEMBLY AT THE HIGH POINT IN THIS AREA. ROUTE IRRIGATION MAINLINE PIPE 2-FEET FROM EDGE OF PAVEMENT WHEN POSSIBLE. INSTALL VALVE BOXES ON MAINLINE PIPE IN THIS AREA PERPENDICULAR TO THE EDGE OF PAVEMENT AND MAINTAIN A UNIFORM DISTANCE OF APPROXIMATELY 3-FEET FROM THE VALVE BOX TO THE EDGE OF PAVEMENT. CONNECT WATER FROM IRRIGATION MAINLINE TO FLOWER WATERING STATION IN APPROXIMATE LOCATION SHOWN. REFER TO FLOWER WATER STATION DETAIL LOCATED IN SITE FURNISHINGS FOR ADDITIONAL DETAIL. INSTALL NEW IRRIGATION CONTROLLER AT LOCATION IDENTIFIED ON PLANS. SEE ELECTRICAL PLANS FOR POWER SUPPLY FROM SATELLITE BATHROOM. COORDINATE WITH ELECTRICAL CONTRACTOR. MOUNT BATTERY OPERATED WIRELESS RAIN/FREEZE SENSOR TO TOP OF FENCE POST AT CORNER USING RAIN/FREEZE SENSOR MOUNTING HARDWARE PROVIDED BY MANUFACTURER. INSTALL TWO WIRE DECODER SURGE PROTECTION AND GROUNDING AT THE REMOTE CONTROL VALVE ASSEMBLY INDICATED. LAYOUT BASED ON CONTROL SYSTEM MANUFACTURER'S RECOMMENDATIONS. PROVIDE AND INSTALL 2-INCH SLEEVE AT EACH HARDSCAPE CROSSING INTENDED FOR IRRIGATION WIRE ROUTING. EMPLOY HORIZONTAL BORING TECHNIQUES TO INSTALL SLEEVE UNDERNEATH HARDSCAPE. TERMINATE SLEEVE ENDS 12-INCHES BEYOND THE EDGE OF PAVEMENT. COVER SLEEVE ENDS AND MARK WITH TEMPORARY STAKES. REFER TO IRRIGATION SPECIFICATIONS FOR PIPE MATERIAL. REPAIR GRAVEL PATHWAYS AND ROADS AFTER TRENCHING TO MEET OR EXCEED ORIGINAL CONDITIONS. DOCUMENT EXISTING CONDITION OF PATHWAYS AND ROADS PRIOR TO PIPING INSTALLATION.

AutoCAD SHX Text

1. THE SYSTEM DESIGN IS BASED ON A DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 95 PSI AT A MINIMUM DISCHARGE OF 160 GPM AT THE POINT-OF-CONNECTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. CONFIRM EXACT LIMITS OF IRRIGATED AREA AND ALL EXISTING AND FUTURE HARDSCAPE AND BURIAL AREAS PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES AND LOCATE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND CONDITIONS BEFORE EXCAVATING. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICERS REPRESENTATIVE. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. B. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, ARCHITECTURAL FEATURES, STORM DRAINS, AND BURIAL ARCHITECTURAL FEATURES, STORM DRAINS, AND BURIAL PLOTS. C. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 6. SELECT NOZZLES FOR ROTARY SPRINKLERS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE IF SITE CONDITIONS ARE NOT AS SHOWN. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE AND MINIMIZE OVERSPRAY. 7. WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 8. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. B. TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. C. TEN OF EACH TYPE OF SPRINKLER. (10 ROTOR AND 10 POP-UP SPRAY) D. TWO QUICK COUPLING KEYS FOR MANUAL QUICK COUPLING VALVES. E. ONE PRESSURE ADJUSTMENT GAUGES WITH SCHRADER VALVE CONNECTION. 9. CONTRACTOR IS RESPONSIBLE FOR FINAL VALVE BOX AND SPRINKLER ELEVATION IN RELATION TO THE SURROUNDING FINAL GRADE. INSTALL VALVE BOXES IN SOD AREAS WITH THE THE LID TOP 1-1/2 INCHES ABOVE AREAS WITH THE THE LID TOP 1-1/2 INCHES ABOVE SURROUNDING FINAL GRADE IN SODDED AREAS. GRADE IN SODDED AREAS. 10. CONTRACTOR RESPONSIBLE FOR ROAD AND CURB REPAIR DAMAGED DURING THE CONSTRUCTION PROCESS. 11. RECORD DRAWINGS OF PREVIOUS PHASES WILL BE MADE AVAILABLE ON AWARD OF THE CONTRACT, THE AREAS SHOWING NEW SPRINKLERS ON THIS PLAN ARE CURRENTLY IRRIGATED VIA HOSE BIBS ON THE EXISTING MAINLINE, SHOWN.

AutoCAD SHX Text EXISTING MAINLINE PIPE, ABANDON UNLESS NOTED. SLEEVE NEW MAINLINE PIPE MAINLINE PIPE CL 200 3-INCH AND LARGER SCH 40 2.5-INCHES AND SMALLER POINT-OF-CONNECTION (P.O.C.) LATERAL PIPE MAINLINE ISOLATION GATE VALVE ISOLATION GATE VALVE QUICK COUPLER VALVE REMOTE CONTROL VALVE ISOLATION ANGLE VALVE REMOTE CONTROL VALVE AIR/VACUUM RELIEF VALVE RAIN SENSOR FLOWER WATER STATION EXISTING HEADSTONE IDENTIFICATION NUMBER ON BACK USE FOR LOCATING SPRINKLERS BETWEEN HEADSTONES POP-UP ROTOR SPRINKLER: HUNTER I-25 @ 70 PSI HUNTER I-25 @ 70 PSI @ 70 PSI 70 PSI 0 PSI *SYMBOL WITH HALO IS FULL CIRCLE *SYMBOL WITHOUT HALO IS PART CIRCLE *NUMBER WITHIN IS NOZZLE *ADJACENT NUMBERS INDICATE GRAVESTONES NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 15 15.2 57 15.2 57 57 POP-UP SPRINKLER: RAIN BIRD 1800 @ 30 PSI RADIUS: 5' FLOW (GPM): Q-0.06 H-0.13 F-0.26 FLOW (GPM): Q-0.06 H-0.13 F-0.26 RADIUS: 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 FLOW (GPM): Q-0.17 H-0.33 F-0.66 RADIUS: 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 FLOW (GPM): Q-0.23 H-0.51 F-1.03 RADIUS: 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 FLOW (GPM): Q-0.37 H-0.74 F-1.48 RADIUS: 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 FLOW (GPM): Q-0.58 H-1.16 F-2.31 IRRIGATION CONTROLLER: RAIN BIRD ESP-LXD TWO-WIRE PATH DECODER CABLE FUSE DEVICE DECODER GROUNDING LOCATION INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES OUTLINE OF DIRECTIONAL BORE MACHINE AND BORE PIT FOOTPRINT

AutoCAD SHX Text

FC PC

AutoCAD SHX Text THE IRRIGATION POINT-OF-CONNECTION (POC) IS THE PUMP STATION. NONPOTABLE WATER WATER PUMPED FROM THE MOLINE POOL OF MISSISSIPPI RIVER IS USED FOR IRRIGATION. NEW PVC MAINLINE PIPE IS ROUTED ADJACENT TO/ON TOP OF EXISTING PIPE TO MINIMIZE CONFLICTS WITH OTHER UTILITIES, TREES, AND DRAINAGE WAYS. EXISTING PIPE ENCOUNTERED IS TO BE REMOVED AND EXCAVATED BACK TWO FEET FROM THE NEW PIPE ROUTING AND CAP ENDS OF EXSITNG PIPE WITH PVC SCH 40 SOLVENT WELD CAPS IF THERE IS A CROSSING. MAINLINE COMPONENTS INCLUDE ISOLATION GATE VALVE ASSEMBLY, AIR-VACUUM RELIEF VALVE ASSEMBLY, QUICK COUPLING VALVE ASSEMBLY, REMOTE CONTROL VALVE ASSEMBLY, AND FLOWER WATER STATIONS. A BLOCK STYLE SPRINKLER IRRIGATION APPROACH INCLUDING REMOTE CONTROL VALVE ASSEMBLY, LATERAL PIPING, AND SPRINKLERS IS USED. A CLIMATE BASED COMPATIBLE IRRIGATION CONTROL SYSTEM THAT ALLOWS EFFICIENT MANAGEMENT OF THE IRRIGATION SYSTEM AND MINIMIZES THE AMOUNT OF WATER APPLIED IS PROPOSED. THE IRRIGATION CONTROL SYSTEM WILL USE TWO WIRE DECODER AND LATCHING SOLENOIDS TO MATCH THAT OF OTHER NATIONAL CEMETERIES IN THE STAT. THE CONTROLLER WILL BE PEDESTAL MOUNTED. THE CONTROLLER WILL UTILIZE A RAIN SENSOR TO SHUT-OFF THE SYSTEM IN THE EVENT OF RAINFALL. THE ELECTRICAL POWER SOURCE WILL BE PROVIDED BY ELECTRICAL CONTRACTOR FROM THE EXISTING POWER AT THE EXISTING PUMP STATION ADJACENT TO THE PROPOSED CONTROLLER LOCATION. ISOLATION GATE VALVES PERMIT THE ISOLATION OF SECTIONS OF THE SYSTEM FOR REPAIRS OR MAINTENANCE. QUICK COUPLING VALVES HAVE BEEN PROVIDED THROUGHOUT THE SITE FOR INCIDENTAL WATERING.

John Eisenhower Stamp

297887

STORM DRAIN

948 721

480 251

560 572

719 721

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1-47 2"91

1-140 2"61

1-141 1.5"46

1-142 2"76

1-4 2"76

1-3 2"91

1-2 2"91

1-1 2"91

1-14 2"91

1-13 2"91

1-12 2"61

1-11 2"61

1-10 2"61

1-9 2"91

1-21 2"91

1-20 2"61

1-19 2"91

1-18 2"61

1-17 2"61

1-16 2"61

1-15 2"61

1-143 2"91

1-144 1.5"46

1-145 2"76

1-146 2"91

1-147 1.5"30

1-148 2"91

1-8 2"89

7 7

1-48 2"76

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 87 9

ROCK ISLAND, ILLINOIS

JDL

821CM3032

CCT Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

ROCK ISLAND NATIONAL CEMETERY

IRRIGATION SYSTEM EXPANSION

Fil e P ath : G

:\P

\33

-2

1 R

\LI

0.D

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRITY FEDERA

SERV I CES

LI200

Office of the National Cemetery

Administration

JANUARY 23, 2025

BID DOCUMENTS

AQUA ENGINEERING, INC.

3944 JFK PARKWAY, UNIT 12C

FOR COLLINS, CO 80525-3089

970.229.9668

WWW.AQUAENGINEERING.COM

0' 60'30' 120' 180'

1" = 60'

IRRIGATION PLAN

OVERALL (AERIAL)

AutoCAD SHX Text Irrigation

AutoCAD SHX Text Control

AutoCAD SHX Text Fuel

AutoCAD SHX Text Storage

AutoCAD SHX Text Fuel

AutoCAD SHX Text Storage

AutoCAD SHX Text Fuel

AutoCAD SHX Text Storage

AutoCAD SHX Text Well

AutoCAD SHX Text AC Unit

AutoCAD SHX Text Landscape Edge

AutoCAD SHX Text Conc.

AutoCAD SHX Text Landscape ret.wall

AutoCAD SHX Text Conc.Ret.Wall

AutoCAD SHX Text Car Port

AutoCAD SHX Text Ex. Administration Building

AutoCAD SHX Text Bldg.

AutoCAD SHX Text Fuel

AutoCAD SHX Text Pump

AutoCAD SHX Text Conc.

AutoCAD SHX Text conc. wall

AutoCAD SHX Text landscape wall

AutoCAD SHX Text

BIT.

AutoCAD SHX Text Conc.

AutoCAD SHX Text Bush

AutoCAD SHX Text

6" VCP

AutoCAD SHX Text Mulch

AutoCAD SHX Text Gas Meter

AutoCAD SHX Text

WATERVALVE

AutoCAD SHX Text

18"PVC

AutoCAD SHX Text G

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text O

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text V

AutoCAD SHX Text X

AutoCAD SHX Text

CA1

AutoCAD SHX Text Y

AutoCAD SHX Text

CA2

AutoCAD SHX Text Z

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text B

AutoCAD SHX Text

STORM DRAIN

948 721

480 251

EX. CONCRETE

EX. ASPHALT

EX. CONCRETE

E E

. C

. A

EX. ASPHALT

. C

. A

SPH

ALT

2.5"

2.5" 2.5"

2.5"

2.5" 2.5"

2.5" 2"

2.5"

1.5"

1.25"

1.5"

1.25"

2.5"

1.25"

3" 2"

1.5"

1.5" 1.25" 3"

2.5"

1.25"

2.5"

1.5" 1.25"

1.5"

1.25" 1.25"

2.5"

1.5"

1.25"

2.5"

1.25"

2.5"

1.25"

3" 3"

1.25"

2.5" 2"

1.5" 1.25"

2.5"

1.25" 2"

1.5"

1.25"

3" 2.5" 2" 2"

1.5" 1.5"

1.25" 1.25"

2.5"

1.5"

1.25"

2.5"

2" 2"

1.25"

2.5"

1.25"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.25"

2.5"

1.25"

2.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

3" 2"

1.5"

1.25"

2.5"

1.25"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

3" 2"2" 1.5" 1.25"

1.5"

1.25" 3"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

1.5"

1.25"

1.5"

1-99 2"106

1-98 2"91

1-97 2"106

1-96 2"91

1-95 2"61

1-94 2"76

1-93 1.5"46

1-116 1.5"46

1-115 2"91

1-114 2"76

1-113 2"91

1-112 2"106

1-120 2"91

1-119 2"61

1-118 2"91

1-117 2"91

1-121 2"91

1-122 2"61

1-123 2"76

1-124 2"61

1-125 2"61

1-126 2"61

1-127 2"61

1-128 2"61

1-129 2"61

1-130 2"61

1-131 2"61

1-132 2"76

1-111 2"91

1-110 1.5"30

1-109 2"76

1-108 2"76

1-107 2"76

1-106 2"91

1-105 2"76

1-104 2"76

1-103 2"76

1-102 2"76

1-101 2"76

1-100 2"91

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 87 9

ROCK ISLAND, ILLINOIS

JDL

821CM3032

CCT Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

ROCK ISLAND NATIONAL CEMETERY

IRRIGATION SYSTEM EXPANSION

Fil e P ath : G

:\P

\33

-2

1 R

\LI

1.D

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRITY FEDERA

SERV I CES

LI201

Office of the National Cemetery

Administration

JANUARY 23, 2025

BID DOCUMENTS

AQUA ENGINEERING, INC.

3944 JFK PARKWAY, UNIT 12C

FOR COLLINS, CO 80525-3089

970.229.9668

WWW.AQUAENGINEERING.COM

0' 30'15' 60' 90'

1" = 30'

ATC

LIN

E SEE SH

EET LI202

MATCHLINE SEE SHEET LI203

IRRIGATION PLAN (AERIAL)

LEGEND

4-1 2"79

381 382

KEY MAP

(NOT TO SCALE)

1 2

3 4

FLAG NOTES

AutoCAD SHX Text

18"PVC

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text V

AutoCAD SHX Text

FC PC

297887

549 726

719 721

. C

. A

. C

. A

. C

EX. CONCRETE

EX. ASPHALT

EX. CONCRETE

EX. ASPHALT

EX. CONCRETE

EX.

NCRE

. C

2.5"

2.5" 2.5"

2.5"

2.5" 2.5"

2.5"

3"1.25" 2.5" 2"

1.5" 1.25"

2.5"

1.5"

2.5"

1.5"

2.5"

3" 2" 2"

1.5" 1.25"

1.5"

2.5"

1.5"

1.25" 2"

1.5"

1.25"

1.5"

1.25"

1.5"

1.25"

2.5"

2" 1.25"

3"1.5" 2.5"

1.25"

1.5" 1.25"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.25"

3" 2"

1.5"

1.25"

1.5"

1.25"

2.5"1.5"

1.25"

1.5"

1.25"

3" 1.25" 3"

2.5" 2"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.5"

1.25"

2.5"

1.25"2"

1.25"

2.5"

1.5"

1.25"

1.5"

1.25"

2.5"

1.25"

2.5"

1.25"

2.5"

1.5"

1.25"

2" 2"

1.25"

1.5"

1.25"

2.5"

3" 2.5"1.5" 2"

1.5"

1.25"

3" 2.5"

1.5"

1.25"

1.5"

2.5"

1.25" 1.5"

1.25"

2.5"

15 15

1-81 2"91

1-80 2"76

1-79 2"76

- 1-78

2"76

1-77 2"76

1-76 2"91

1-88 2"91

1-87 2"91

1-86 2"76

1-85 2"91

1-75 2"91

1-74 2"91

1-73 2"61

1-72 2"61

1-71 2"61

1-70 2"91

1-69 2"91

1-68 2"91

1-92 2"61

1-91 2"61

1-90 2"61

1-89 2"91

1-93 1.5"46

1-67 2"91

1-66 2"76

1-65 2"91

- 1-64

2"91

1-63 1.5"46

1-62 2"91

1-61 2"61 1-60 2"61

1-58 2"61

1-59 2"61

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 87 9

ROCK ISLAND, ILLINOIS

JDL

821CM3032

CCT Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

ROCK ISLAND NATIONAL CEMETERY

IRRIGATION SYSTEM EXPANSION

Fil e P ath : G

:\P

\33

-2

1 R

\LI

2.D

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRITY FEDERA

SERV I CES

LI202

Office of the National Cemetery

Administration

JANUARY 23, 2025

BID DOCUMENTS

AQUA ENGINEERING, INC.

3944 JFK PARKWAY, UNIT 12C

FOR COLLINS, CO 80525-3089

970.229.9668

WWW.AQUAENGINEERING.COM

MATCHLINE SEE SHEET LI204

C H

IRRIGATION PLAN (AERIAL)

LEGEND

4-1 2"79

381 382

KEY MAP

(NOT TO SCALE)

1 2

3 4

50' 30'15' 60' 90'

1" = 30'

FLAG NOTES

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text O

AutoCAD SHX Text K

AutoCAD SHX Text M

AutoCAD SHX Text

FC PC

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 Feb 22, 2025.