Fort Bliss Gravesite Expansion BD Part 2.pdf

PIV8

PIV

PIV6 PIV7

PIV4

PIV3

PIV2

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V 1

PK

PK

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CD102 CD103

CD104 CD105

CD107

CD109

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ de m o ov er al l.d w g ed it:

ks te bb in sa ve d:

4/

/2

:0

PM

p lo t:6 /2

2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

CS102 CS103

CS104 CS105

CS107

CS109

V-102 V-103

V-104 V-105

V-107

V-109

CD102 CD103

CD104 CD105

CD107

CD109

KYLE STEBBING

159267

0 100' 200'

N

OVERALL DEMOLITION PLAN

CD101

CNKS

1 OVERALL DEMOLITION PLAN

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE BITUMINOUS

PAVEMENT

REMOVE CONCRETE PAVEMENT

REMOVE CONCRETE CURB &

GUTTER

FULL-DEPTH SAWCUT

REMOVE SHRUBS AND

PLANTINGS. REPLACE IN-KIND

REMOVE & REPLACE TREE

IN-KIND

KEY NOTES

SEE SHEET CD111 FOR EXPANSION

AREA

1. ALL CURB SHOWN TO BE REMOVED AND

REPLACED ARE APPROXIMATE LOCATIONS AND

DIMENSIONS. CONTRACTOR TO COORDINATE

WITH COR FOR CURB REMOVAL LIMITS. ALL

CURB SHALL BE REMOVED WITH A FULL DEPTH

SAWCUT AT NEAREST JOINT AND REPLACED

IN-KIND. CONTRACTOR TO MATCH EXISTING

CURB TYPE, ELEVATIONS AND SLOPES FOR

NEW CURBS.

2. ALL PAVEMENT REMOVAL SHALL BE

TERMINATED WITH A FULL DEPTH SAWCUT. ALL

CONCRETE PAVEMENT AND WALK REMOVALS

SHALL BE TERMINATED WITH A FULL DEPTH

SAWCUT AT NEAREST JOINT.

3. ALL PAVEMENT REMOVAL FOR CURB

INSTALLATION SHALL BE REPLACED WHEN

COMPLETED PER DETAIL 8/CS501.

4. CONTRACTOR SHALL MAINTAIN STAFF AND

VISITOR ACCESS TO ALL PUBLIC AREAS OF THE

CEMETERY. COORDINATE WITH COR IF ACCESS

CANNOT BE MAINTAINED FOR A PERIOD OF

TIME.

5. CONTRACTOR SHALL REMOVE AND DISPOSE

ALL DEMOLITION ITEMS OFFSITE IN

ACCORDANCE WITH APPLICABLE FEDERAL,

STATE, AND LOCAL REQUIREMENTS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS

PRIOR TO CONSTRUCTION ACTIVITIES.

7. CONTRACTOR TO INSTALL EROSION CONTROL

MEASURES PRIOR TO STARTING WORK. SEE

SHEET CE501.

8. REPLACE IN-KIND ALL TREES & SHRUBS CALLED

OUT FOR REMOVAL WITHIN CONDUIT

INSTALLATION LIMITS. CONTRACTOR TO FIELD

VERIFY SIZE AND TYPE. PROTECT ALL TREES

AND SHRUBS NOT CALLED OUT TO BE

REMOVED.

9. CONTRACTOR TO FIELD VERIFY EXISTING

UTILITIES (ELEV, SIZE, TYPE...ETC) INSIDE

CONSTRUCTION LIMITS PRIOR TO EXCAVATION.

10. COORDINATE ALL SHUTDOWNS A MINIMUM OF

48 HOURS OR MORE WITH COR/CEMETERY

STAFF.

11. PROTECT EXISTING GRAVESITES, PAVEMENTS,

UTILITIES, PLANTING, ETC. FROM DAMAGE. ALL

DAMAGE TO BE REPAIRED IN KIND AT NO COST

TO THE GOVERNMENT.

GENERAL NOTES

BASE BID

PIV4

PIV3

PIV2

PI

V 1

22 LF

10 LF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ de m o en la rg em en ts

.d w ks te bb in d:

4/

/2

2:

P M lo t:6 /2

2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

CD102 CD103

CD104 CD105

CD107

CD109

KYLE STEBBING

159267

DEMOLITION PLAN 1

CD102

CNKS

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE BITUMINOUS

PAVEMENT

REMOVE CONCRETE PAVEMENT

REMOVE CONCRETE CURB &

GUTTER

FULL-DEPTH SAWCUT

REMOVE SHRUBS AND

PLANTINGS. REPLACE IN-KIND

REMOVE & REPLACE TREE

IN-KIND

0 30' 60'

N

1 DEMOLITION PLAN 1

MATCHLINE - SHEET CD104

M

AT

C H

LI

N

E

- S

H

EE

T C

D

KEY NOTES

SAWCUT PAVEMENT (FULL DEPTH) & DEMO

ASPHALT. FINALLY, REMOVE CONCRETE CURB AND

GUTTER. SEE DETAIL 8/CS501

PROTECT EXISTING POWER POLE

PROTECT EXISTING TREE

FULL DEPTH SAWCUT

REMOVE CONCRETE PAVEMENT

GENERAL NOTES

1. ALL CURB SHOWN TO BE REMOVED AND REPLACED ARE

APPROXIMATE LOCATIONS AND DIMENSIONS. CONTRACTOR TO

COORDINATE WITH COR FOR CURB REMOVAL LIMITS. ALL CURB

SHALL BE REMOVED WITH A FULL DEPTH SAWCUT AT NEAREST

JOINT AND REPLACED IN-KIND.

2. ALL PAVEMENT REMOVAL SHALL BE TERMINATED WITH A FULL

DEPTH SAWCUT. ALL CONCRETE PAVEMENT AND WALK REMOVALS

SHALL BE TERMINATED WITH A FULL DEPTH SAWCUT AT NEAREST

JOINT.

3. ALL PAVEMENT REMOVAL FOR CURB INSTALLATION SHALL BE

REPLACED WHEN COMPLETED PER DETAIL 8/CS501.

4. CONTRACTOR SHALL MAINTAIN STAFF AND VISITOR ACCESS TO ALL

PUBLIC AREAS OF THE CEMETERY. COORDINATE WITH COR IF

ACCESS CANNOT BE MAINTAINED FOR A PERIOD OF TIME.

5. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION

ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE FEDERAL,

STATE, AND LOCAL REQUIREMENTS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

7. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR

TO STARTING WORK. SEE SHEET CE501.

8. PROTECT ALL TREES AND SHRUBS NOT CALLED OUT TO BE

REMOVED.

9. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES (ELEV, SIZE,

TYPE...ETC) INSIDE CONSTRUCTION LIMITS PRIOR TO EXCAVATION.

CONTRACTOR SHALL VERIFY BURIED UTILITY LOCATIONS WITH "811"

UNDERGROUND UTILITIES LOCATION CENTER.

10. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND

CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

11. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48 HOURS OR MORE

WITH COR/CEMETERY STAFF.

12. PROTECT EXISTING GRAVESITES, PAVEMENTS, UTILITIES,

PLANTING, ETC. FROM DAMAGE. ALL DAMAGE TO BE REPAIRED IN

KIND AT NO COST TO THE GOVERNMENT.

13. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF

THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT

UNLESS DIRECTED OTHERWISE.

PIV6 PIV7 1

82 LF

10 LF

80 LF

10 LF

19 LF

72 LF

85 LF

64 LF

60 LF

47 LF

130 LF

23 LF

20 LF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ de m o en la rg em en ts

.d w ks te bb in d:

4/

/2

2:

lo t:6 /2

2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

CD102 CD103

CD104 CD105

CD107

CD109

KYLE STEBBING

159267

DEMOLITION PLAN 2

CD103

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE BITUMINOUS

PAVEMENT

REMOVE CONCRETE PAVEMENT

REMOVE CONCRETE CURB &

GUTTER

FULL-DEPTH SAWCUT

REMOVE SHRUBS AND

PLANTINGS. REPLACE IN-KIND

REMOVE & REPLACE TREE

IN-KIND

0 30' 60'

N

1 DEMOLITION PLAN 2

MATCHLINE - SHEET CD105

M

ATC

H

LIN

E - SH

EET C

D

CNKS

KEY NOTES

SAWCUT PAVEMENT (FULL DEPTH) & DEMO ASPHALT.

FINALLY, REMOVE CONCRETE CURB AND GUTTER. SEE

DETAIL 8/CS501

REMOVE CONCRETE PAVEMENT

FULL DEPTH SAWCUT AT NEAREST JOINT

REMOVE PLANTING

REMOVE AND RELOCATE CAST STONE MASONRY SIGN.

SEE SHEET CS103 FOR LOCATION.

PROTECT EXISTING WALL/COLUMN & FOOTING. SEE

ARCHITECTURAL DRAWINGS FOR MORE INFO.

PROTECT EXISTING TREE

SEE SHEET CS102 FOR JOINTING PLAN

GENERAL NOTES

1. ALL CURB SHOWN TO BE REMOVED AND REPLACED ARE

APPROXIMATE LOCATIONS AND DIMENSIONS. CONTRACTOR TO

COORDINATE WITH COR FOR CURB REMOVAL LIMITS. ALL CURB

SHALL BE REMOVED WITH A FULL DEPTH SAWCUT AT NEAREST

JOINT AND REPLACED IN-KIND.

2. ALL PAVEMENT REMOVAL SHALL BE TERMINATED WITH A FULL

DEPTH SAWCUT. ALL CONCRETE PAVEMENT AND WALK REMOVALS

SHALL BE TERMINATED WITH A FULL DEPTH SAWCUT AT NEAREST

JOINT.

3. ALL PAVEMENT REMOVAL FOR CURB INSTALLATION SHALL BE

REPLACED WHEN COMPLETED PER DETAIL 8/CS501.

4. CONTRACTOR SHALL MAINTAIN STAFF AND VISITOR ACCESS TO ALL

PUBLIC AREAS OF THE CEMETERY. COORDINATE WITH COR IF

ACCESS CANNOT BE MAINTAINED FOR A PERIOD OF TIME.

5. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION

ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE FEDERAL,

STATE, AND LOCAL REQUIREMENTS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

7. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR

TO STARTING WORK. SEE SHEET CE501.

8. PROTECT ALL TREES AND SHRUBS NOT CALLED OUT TO BE

REMOVED.

9. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES (ELEV, SIZE,

TYPE...ETC) INSIDE CONSTRUCTION LIMITS PRIOR TO EXCAVATION.

CONTRACTOR SHALL VERIFY BURIED UTILITY LOCATIONS WITH "811"

UNDERGROUND UTILITIES LOCATION CENTER.

10. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND

CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

11. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48 HOURS OR MORE

WITH COR/CEMETERY STAFF.

12. PROTECT EXISTING GRAVESITES, PAVEMENTS, UTILITIES,

PLANTING, ETC. FROM DAMAGE. ALL DAMAGE TO BE REPAIRED IN

KIND AT NO COST TO THE GOVERNMENT.

13. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF

THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT

UNLESS DIRECTED OTHERWISE.

EX

. S

EC

TI

O N

S S

EX

. S

EC

TI

O N

R R

EX

. S

EC

TI

O N

P P

EX

. S

EC

TI

O N

N N

EX

. S

EC

TI

O N

X

EX

. S

EC

TI

O N

II

EX

. S

EC

TI

O N

J J

EX

. S

EC

TI

O N

M M

EX

. S

EC

TI

O N

G

486 LF

10 LF

33 LF

20 LF

40 LF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ de m o en la rg em en ts

.d w ks te bb in d:

4/

/2

2:

lo t:6 /2

2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

CD102 CD103

CD104 CD105

CD107

CD109

KYLE STEBBING

159267

DEMOLITION PLAN 3

CD104

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE BITUMINOUS

PAVEMENT

REMOVE CONCRETE PAVEMENT

REMOVE CONCRETE CURB &

GUTTER

FULL-DEPTH SAWCUT

REMOVE SHRUBS AND

PLANTINGS. REPLACE IN-KIND

REMOVE & REPLACE TREE

IN-KIND

0 30' 60'

N

1 DEMOLITION PLAN 3

M

AT

C H

LI

N

E

- S

H

EE

T C

D

MATCHLINE - SHEET CD102

CNKS

KEY NOTES

SAWCUT PAVEMENT (FULL DEPTH) & DEMO

ASPHALT. FINALLY, REMOVE CONCRETE CURB

AND GUTTER. SEE DETAIL 8/CS501

REMOVE CONCRETE PAVEMENT

FULL DEPTH SAWCUT

REMOVE AND SALVAGE BENCH (3)

PROTECT EXISTING COLUMNS

MATCHLINE - SHEET CD111

SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS

GENERAL NOTES

1. ALL CURB SHOWN TO BE REMOVED AND REPLACED ARE

APPROXIMATE LOCATIONS AND DIMENSIONS. CONTRACTOR TO

COORDINATE WITH COR FOR CURB REMOVAL LIMITS. ALL CURB

SHALL BE REMOVED WITH A FULL DEPTH SAWCUT AT NEAREST

JOINT AND REPLACED IN-KIND.

2. ALL PAVEMENT REMOVAL SHALL BE TERMINATED WITH A FULL

DEPTH SAWCUT. ALL CONCRETE PAVEMENT AND WALK REMOVALS

SHALL BE TERMINATED WITH A FULL DEPTH SAWCUT AT NEAREST

JOINT.

3. ALL PAVEMENT REMOVAL FOR CURB INSTALLATION SHALL BE

REPLACED WHEN COMPLETED PER DETAIL 8/CS501.

4. CONTRACTOR SHALL MAINTAIN STAFF AND VISITOR ACCESS TO ALL

PUBLIC AREAS OF THE CEMETERY. COORDINATE WITH COR IF

ACCESS CANNOT BE MAINTAINED FOR A PERIOD OF TIME.

5. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION

ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE FEDERAL,

STATE, AND LOCAL REQUIREMENTS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

7. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR

TO STARTING WORK. SEE SHEET CE501.

8. PROTECT ALL TREES AND SHRUBS NOT CALLED OUT TO BE

REMOVED.

9. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES (ELEV, SIZE,

TYPE...ETC) INSIDE CONSTRUCTION LIMITS PRIOR TO EXCAVATION.

CONTRACTOR SHALL VERIFY BURIED UTILITY LOCATIONS WITH "811"

UNDERGROUND UTILITIES LOCATION CENTER.

10. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND

CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

11. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48 HOURS OR MORE

WITH COR/CEMETERY STAFF.

12. PROTECT EXISTING GRAVESITES, PAVEMENTS, UTILITIES,

PLANTING, ETC. FROM DAMAGE. ALL DAMAGE TO BE REPAIRED IN

KIND AT NO COST TO THE GOVERNMENT.

13. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF

THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT

UNLESS DIRECTED OTHERWISE.

40 LF

60 LF

40 LF

70 LF

75 LF

181 LF

30 LF

180 LF

274 LF

10 LF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ de m o en la rg em en ts

.d w ks te bb in d:

4/

/2

2:

lo t:6 /2

2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

CD102 CD103

CD104 CD105

CD107

CD109

KYLE STEBBING

159267

DEMOLITION PLAN 4

CD105

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE BITUMINOUS

PAVEMENT

REMOVE CONCRETE PAVEMENT

REMOVE CONCRETE CURB &

GUTTER

FULL-DEPTH SAWCUT

REMOVE SHRUBS AND

PLANTINGS. REPLACE IN-KIND

REMOVE & REPLACE TREE

IN-KIND

0 30' 60'

N

1 DEMOLITION PLAN 4

M

ATC

H

LIN

E - SH

EET C

D

MATCHLINE - SHEET CD103

CNKS

KEY NOTES

SAWCUT PAVEMENT (FULL DEPTH) & DEMO

ASPHALT. FINALLY, REMOVE CONCRETE

CURB AND GUTTER. SEE DETAIL 8/CS501

REMOVE CONCRETE PAVEMENT

FULL DEPTH SAWCUT

REMOVE AND SALVAGE BENCH

PROTECT EXISTING COLUMBARIUM WALL

MATCHLINE - SHEET CD107

GENERAL NOTES

1. ALL CURB SHOWN TO BE REMOVED AND REPLACED ARE

APPROXIMATE LOCATIONS AND DIMENSIONS. CONTRACTOR TO

COORDINATE WITH COR FOR CURB REMOVAL LIMITS. ALL CURB

SHALL BE REMOVED WITH A FULL DEPTH SAWCUT AT NEAREST

JOINT AND REPLACED IN-KIND.

2. ALL PAVEMENT REMOVAL SHALL BE TERMINATED WITH A FULL

DEPTH SAWCUT. ALL CONCRETE PAVEMENT AND WALK REMOVALS

SHALL BE TERMINATED WITH A FULL DEPTH SAWCUT AT NEAREST

JOINT.

3. ALL PAVEMENT REMOVAL FOR CURB INSTALLATION SHALL BE

REPLACED WHEN COMPLETED PER DETAIL 8/CS501.

4. CONTRACTOR SHALL MAINTAIN STAFF AND VISITOR ACCESS TO ALL

PUBLIC AREAS OF THE CEMETERY. COORDINATE WITH COR IF

ACCESS CANNOT BE MAINTAINED FOR A PERIOD OF TIME.

5. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION

ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE FEDERAL,

STATE, AND LOCAL REQUIREMENTS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

7. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR

TO STARTING WORK. SEE SHEET CE501.

8. PROTECT ALL TREES AND SHRUBS NOT CALLED OUT TO BE

REMOVED.

9. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES (ELEV, SIZE,

TYPE...ETC) INSIDE CONSTRUCTION LIMITS PRIOR TO EXCAVATION.

CONTRACTOR SHALL VERIFY BURIED UTILITY LOCATIONS WITH "811"

UNDERGROUND UTILITIES LOCATION CENTER.

10. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND

CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

11. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48 HOURS OR MORE

WITH COR/CEMETERY STAFF.

12. PROTECT EXISTING GRAVESITES, PAVEMENTS, UTILITIES,

PLANTING, ETC. FROM DAMAGE. ALL DAMAGE TO BE REPAIRED IN

KIND AT NO COST TO THE GOVERNMENT.

13. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF

THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT

UNLESS DIRECTED OTHERWISE.

PK

PF

280 LF

179 LF

47 LF

110 LF

80 LF

140 LF

30 LF

90 LF

10 LF

30 LF

20 LF

20 LF

228 LF

114 LF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ de m o en la rg em en ts

.d w ks te bb in d:

4/

/2

2:

lo t:6 /2

2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

CS102 CS103

CS104 CS105

CS107

CS109

V-102 V-103

V-104 V-105

V-107

V-109

CD102 CD103

CD104 CD105

CD107

CD109

KYLE STEBBING

159267

DEMOLITION PLAN 6

CD107

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE BITUMINOUS

PAVEMENT

REMOVE CONCRETE PAVEMENT

REMOVE CONCRETE CURB &

GUTTER

FULL-DEPTH SAWCUT

REMOVE SHRUBS AND

PLANTINGS. REPLACE IN-KIND

REMOVE & REPLACE TREE

IN-KIND

0 30' 60'

N

1 DEMOLITION PLAN 6

MATCHLINE - SHEET CD109

MATCHLINE - SHEET CD105

CNKS

KEY NOTES

SAWCUT PAVEMENT (FULL DEPTH) & DEMO

ASPHALT. FINALLY, REMOVE CONCRETE

CURB AND GUTTER. SEE DETAIL 8/CS501

GENERAL NOTES

1. ALL CURB SHOWN TO BE REMOVED AND REPLACED ARE

APPROXIMATE LOCATIONS AND DIMENSIONS. CONTRACTOR TO

COORDINATE WITH COR FOR CURB REMOVAL LIMITS. ALL CURB

SHALL BE REMOVED WITH A FULL DEPTH SAWCUT AT NEAREST

JOINT AND REPLACED IN-KIND.

2. ALL PAVEMENT REMOVAL SHALL BE TERMINATED WITH A FULL

DEPTH SAWCUT. ALL CONCRETE PAVEMENT AND WALK REMOVALS

SHALL BE TERMINATED WITH A FULL DEPTH SAWCUT AT NEAREST

JOINT.

3. ALL PAVEMENT REMOVAL FOR CURB INSTALLATION SHALL BE

REPLACED WHEN COMPLETED PER DETAIL 8/CS501.

4. CONTRACTOR SHALL MAINTAIN STAFF AND VISITOR ACCESS TO ALL

PUBLIC AREAS OF THE CEMETERY. COORDINATE WITH COR IF

ACCESS CANNOT BE MAINTAINED FOR A PERIOD OF TIME.

5. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION

ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE FEDERAL,

STATE, AND LOCAL REQUIREMENTS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

7. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR

TO STARTING WORK. SEE SHEET CE501.

8. PROTECT ALL TREES AND SHRUBS NOT CALLED OUT TO BE

REMOVED.

9. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES (ELEV, SIZE,

TYPE...ETC) INSIDE CONSTRUCTION LIMITS PRIOR TO EXCAVATION.

CONTRACTOR SHALL VERIFY BURIED UTILITY LOCATIONS WITH "811"

UNDERGROUND UTILITIES LOCATION CENTER.

10. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND

CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

11. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48 HOURS OR MORE

WITH COR/CEMETERY STAFF.

12. PROTECT EXISTING GRAVESITES, PAVEMENTS, UTILITIES,

PLANTING, ETC. FROM DAMAGE. ALL DAMAGE TO BE REPAIRED IN

KIND AT NO COST TO THE GOVERNMENT.

13. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF

THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT

UNLESS DIRECTED OTHERWISE.

218 LF

71 LF

120 LF

209 LF

108 LF

99 LF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ de m o en la rg em en ts

.d w ks te bb in d:

4/

/2

2:

lo t:6 /2

2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

CS102 CS103

CS104 CS105

CS107

CS109

V-102 V-103

V-104 V-105

V-107

V-109

CD102 CD103

CD104 CD105

CD107

CD109

KYLE STEBBING

159267

DEMOLITION PLAN 8

CD109

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE BITUMINOUS

PAVEMENT

REMOVE CONCRETE PAVEMENT

REMOVE CONCRETE CURB &

GUTTER

FULL-DEPTH SAWCUT

REMOVE SHRUBS AND

PLANTINGS. REPLACE IN-KIND

REMOVE & REPLACE TREE

IN-KIND

0 30' 60'

N

1 DEMOLITION PLAN 8

MATCHLINE - SHEET CD107

CNKS

KEY NOTES

SAWCUT PAVEMENT (FULL DEPTH) & DEMO

ASPHALT. FINALLY, REMOVE CONCRETE CURB

AND GUTTER. SEE DETAIL 8/CS501

GENERAL NOTES

1. ALL CURB SHOWN TO BE REMOVED AND REPLACED ARE

APPROXIMATE LOCATIONS AND DIMENSIONS. CONTRACTOR TO

COORDINATE WITH COR FOR CURB REMOVAL LIMITS. ALL CURB

SHALL BE REMOVED WITH A FULL DEPTH SAWCUT AT NEAREST

JOINT AND REPLACED IN-KIND.

2. ALL PAVEMENT REMOVAL SHALL BE TERMINATED WITH A FULL

DEPTH SAWCUT. ALL CONCRETE PAVEMENT AND WALK REMOVALS

SHALL BE TERMINATED WITH A FULL DEPTH SAWCUT AT NEAREST

JOINT.

3. ALL PAVEMENT REMOVAL FOR CURB INSTALLATION SHALL BE

REPLACED WHEN COMPLETED PER DETAIL 8/CS501.

4. CONTRACTOR SHALL MAINTAIN STAFF AND VISITOR ACCESS TO ALL

PUBLIC AREAS OF THE CEMETERY. COORDINATE WITH COR IF

ACCESS CANNOT BE MAINTAINED FOR A PERIOD OF TIME.

5. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION

ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE FEDERAL,

STATE, AND LOCAL REQUIREMENTS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

7. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR

TO STARTING WORK. SEE SHEET CE501.

8. PROTECT ALL TREES AND SHRUBS NOT CALLED OUT TO BE

REMOVED.

9. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES (ELEV, SIZE,

TYPE...ETC) INSIDE CONSTRUCTION LIMITS PRIOR TO EXCAVATION.

CONTRACTOR SHALL VERIFY BURIED UTILITY LOCATIONS WITH "811"

UNDERGROUND UTILITIES LOCATION CENTER.

10. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND

CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

11. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48 HOURS OR MORE

WITH COR/CEMETERY STAFF.

12. PROTECT EXISTING GRAVESITES, PAVEMENTS, UTILITIES,

PLANTING, ETC. FROM DAMAGE. ALL DAMAGE TO BE REPAIRED IN

KIND AT NO COST TO THE GOVERNMENT.

13. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF

THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT

UNLESS DIRECTED OTHERWISE.

EX. SECTION SS

EX. SECTION RR

EX. SECTION PP

EX. SECTION NN

EX. SECTION X

EX. SECTION MM

EX. SECTION GEX. SECTION L

EX. SECTION L1

387238

3872 3873 3874 3875 3876 3877 3878

38713871

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ de m o

- e xp an si on

.d w cn el so n d:

6/

/2

9:

A lo t:6

/2 2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

KYLE STEBBING

159267

DEMOLITION PLAN - EXPANSION

CD111

KEY NOTES

FULL DEPTH SAWCUT. REMOVE & DISPOSE

CURB & ASPHALT. SEE DETAIL 8/CS501.

REMOVE & DISPOSE CHAIN-LINK FENCE.

REMOVE & SALVAGE RIP - RAP CHANNEL

LINING FULL DEPTH.

REMOVE & DISPOSE CONCRETE CHANNEL

LINING FULL DEPTH.

REMOVE & DISPOSE POLE IN ITS ENTIRETY

AND ALL ASSOCIATED APPURTENANCES (BY

OTHERS).

PROTECT EXISTING POLE IN PLACE

4 3

REMOVE AND DISPOSE

BRUSH PILE

REMOVE AND DISPOSE

OVERHEAD WIRE (BY OTHERS)

KS CN 9

1 DEMOLITION PLAN - EXPANSION 0 40' 80'

N

PROTECT EXISTING

SANITARY MANHOLE

IN PLACE

PROTECT EXISTING

WATERLINE AND

ASSOCIATED

APPURTENANCES IN PLACE

BRUSH PILE

1. ALL CURB SHOWN TO BE REMOVED AND REPLACED ARE APPROXIMATE LOCATIONS AND DIMENSIONS. CONTRACTOR TO COORDINATE WITH COR FOR CURB REMOVAL LIMITS. ALL CURB

SHALL BE REMOVED WITH A FULL DEPTH SAWCUT AT NEAREST JOINT AND REPLACED IN-KIND.

2. ALL PAVEMENT REMOVAL SHALL BE TERMINATED WITH A FULL DEPTH SAWCUT. ALL CONCRETE PAVEMENT AND WALK REMOVALS SHALL BE TERMINATED WITH A FULL DEPTH SAWCUT

AT NEAREST JOINT.

3. ALL PAVEMENT REMOVAL FOR CURB INSTALLATION SHALL BE REPLACED WHEN COMPLETED PER DETAIL 8/CS501.

4. CONTRACTOR SHALL MAINTAIN STAFF AND VISITOR ACCESS TO ALL PUBLIC AREAS OF THE CEMETERY. COORDINATE WITH COR IF ACCESS CANNOT BE MAINTAINED FOR A PERIOD OF

TIME.

5. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

7. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING WORK. SEE SHEET CE501.

8. PROTECT ALL TREES AND SHRUBS NOT CALLED OUT TO BE REMOVED.

9. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES (ELEV, SIZE, TYPE...ETC) INSIDE CONSTRUCTION LIMITS PRIOR TO EXCAVATION. CONTRACTOR SHALL VERIFY BURIED UTILITY

LOCATIONS WITH "811" UNDERGROUND UTILITIES LOCATION CENTER.

10. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

11. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48 HOURS OR MORE WITH COR/CEMETERY STAFF.

12. PROTECT EXISTING GRAVESITES, PAVEMENTS, UTILITIES, PLANTING, ETC. FROM DAMAGE. ALL DAMAGE TO BE REPAIRED IN KIND AT NO COST TO THE GOVERNMENT.

13. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT UNLESS DIRECTED OTHERWISE.

14. ALL CONCRETE AND RIP-RAP CHANNEL LINING SHALL BE REMOVED FULL DEPTH. DISPOSE OF CONCRETE AND EXISTING FABRIC OFFSITE. SALVAGE EXISTING RIP-RAP FOR REUSE.

CONTRACTOR TO VERIFY THAT EXISTING RIP-RAP MEETS PROJECT SPECIFICATIONS. IF MATERIAL DOES NOT MEET SPECIFICATIONS, NOTIFY ENGINEER IMMEDIATELY. CONTRACTOR TO CLEAN RIP-RAP ROCK OF EXCESS DIRT AND DEBRIS BEFORE RE-INSTALLING. UNSUITABLE SUBGRADE SHALL BE REMOVED AND REPLACED PER THE GEOTECHNICAL REPORT.

GENERAL NOTES

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

REMOVE BITUMINOUS

PAVEMENT

REMOVE CONCRETE CHANNEL

LINING

REMOVE BRUSH PILE

RIP RAP REMOVAL

REMOVE CONCRETE CURB &

GUTTER

FULL-DEPTH SAWCUT

REMOVE POWER POLE

REMOVE CHAIN-LINK FENCE

REMOVE OVERHEAD WIRE

PROTECT EXISTING

ELECTRICAL BOX

PIV6 PIV7

PIV4

PIV3

PIV2

PI

V 1

PK

PK

PF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ lo gi st ic s.

dw cn el so d:

6/

/2

1:

lo t:6

/2 2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KYLE STEBBING

159267

OVERALL ACCESS & LOGISTICS PLAN

CO101

1 OVERALL ACCESS & LOGISTICS PLAN

PROPERTY LIMITS

SURVEY LIMITS

OVERHEAD POWERLINE

CONSTRUCTION ACCESS ROUTE

USE NORTHWEST ENTRANCE

FOR CONSTRUCTION ACCESS.

NOTES

1. CONTRACTOR TO UTILIZE EXPANSION AREA

FOR EQUIPMENT AND SPOILS STORAGE.

ANY OTHER LAYDOWN AREAS SHALL BE

COORDINATED BY CONTRACTOR W/ COR.

2. CONTRACTOR TO MILL AND OVERLAY 2" OF

EXISTING BITUMINOUS PAVEMENT ON

ACCESS ROUTE ONCE EXPANSION AREA

AND FCA WORK HAS CONCLUDED.

3. CONTRACTOR TO ONLY UTILIZE

MAINTENANCE YARD ENTRANCE ENTERING

AND EXITING THE SITE (NE ENTRANCE

SHOWN ON SHEET).

4. CONTRACTOR TO ONLY UTILIZE

CONSTRUCTION ACCESS ROUTE FOR

EXPANSION AREA WORK.

LEGEND

0 100' 200'

N

KS CN 11

CONSTRUCTION LINE ITEMS

CLIN NAME DESCRIPTION

BASE BID - CLIN 1

GRADE AND DEVELOP GRAVESITE EXPANSION AREA,

IT COMMUNICATIONS IMPROVEMENTS, FACILITY

CONDITION ASSESSMENT DISCREPANCY

CORRECTIONS.

WORK INCLUDES BUT IS NOT LIMITED TO GENERAL CONSTRUCTION , ALTERATIONS,

SITE PREPARATION, MASS EXCAVATION AND EARTHWORK, ROADS, WALKS, GRADING,

DRAINAGE,UTILITY RELOCATION, IRRIGATION, AND LANDSCAPING. DEMOLISH AND

REMOVE ASSOCIATED INFRASTRUCTURE NO LONGER REQUIRED TO SUPPORT NEW

CONSTRUCTION. CONSTRUCT PREPLACED CONCRETE CRYPT SECTIONS TT, UU , VV,

QQ, AND WW, IN GROUND CREMATION SECTIONS W, Y AND ALL SUPPORTING

INFRASTRUCTURE REPAIRS / UPGRADES AS NECESSARY TO EXISTING ASSOCIATED

ASSETS. MAKE IMPROVEMENTS / REPAIRS TO IT COMMUNICATIONS CLOSET AT ADMIN /

MAINTENANCE BUILDINGS. CORRECT FACILITY CONDITION ASSESSMENT

DISCREPANCIES, TO INCLUDE REQUISITE INFRASTRUCTURE OF UTILITIES, SIGNAGE,

SITE FURNISHING, AND ADDITIONAL SUPPORT REQUIREMENTS.

OPTION 1 GRADE & DEVELOP GRAVESITE EXPANSION AREAS

XX & YY

WORK INCLUDES BUT IS NOT LIMITED TO GENERAL CONSTRUCTION , ALTERATIONS,

SITE PREPARATION, MASS EXCAVATION AND EARTHWORK, GRADING, DRAINAGE,

IRRIGATION, AND LANDSCAPING. CONSTRUCT PREPLACED CONCRETE CRYPT

SECTIONS XX, YY AND ALL ALL SUPPORTING INFRASTRUCTURE REPAIRS / UPGRADES

AS NECESSARY TO EXISTING ASSOCIATED ASSETS.

BASE BID:

SECTIONS TT, UU, VV, QQ,

WW, Y, W, AND ROADWAY

OPTION 1:

SECTIONS YY AND XX

BASE BID:

IT COMMUNICATION IMPROVEMENTS

AND FACILITY CONDITION ASSESSMENT

DISCREPANCY CORRECTIONS

PIV6 PIV7

PIV4

PIV3

PIV2

PI

V 1

PK

PK

PF

EX

. S

EC

TI

O N

S S

EX

. S

EC

TI

O N

R R

EX

. S

EC

TI

O N

P P

EX

. S

EC

TI

O N

N N

EX

. S

EC

TI

O N

X

EX

. S

EC

TI

O N

II

EX

. S

EC

TI

O N

J J

EX

. S

EC

TI

O N

M M

EX

. S

EC

TI

O N

G

EX

. S

EC

TI

O N

L

EX

. S

EC

TI

O N

L

CS102 CS103

CS104 CS105

CS107

CS109

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ si te o ve ra ll.

dw ks te bb in d:

4/

/2

:3 lo t:6

/2 2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

CS102 CS103

CS104 CS105

CS107

CS109

KYLE STEBBING

159267

0 120' 240'

N

OVERALL SITE PLAN

CS101

CNKS

1 OVERALL SITE PLAN

LEGEND

PROPERTY LIMITS

SURVEY LIMITS

CONSTRUCTION LIMITS

PROPOSED CONCRETE C&G

PROPOSED BITUMINOUS

PAVEMENT

PROPOSED CONCRETE

PAVEMENT

ACCESSIBLE PARKING SIGN

CONCRETE EQUIPMENT PAD

KEY NOTES

SEE SHEET CS111 FOR

EXPANSION AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ si te e nl ar ge m en ts

.d w js ch m itz er le s av ed

:6 /1

1/

:0 lo t:6

/2 2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

CS102 CS103

CS104 CS105

CS107

CS109

KYLE STEBBING

159267

SITE PLAN 1

CS102

CNKS

PROPERTY LIMITS

KEY NOTES

NEW CONCRETE CURB & GUTTER W/

BITUMINOUS PATCH AND OVERLAY.

CONTRACTOR TO FIELD VERIFY CURB TYPE AND

REPLACE IN-KIND. SEE DETAIL 8/CS501.

LEGEND

PROPERTY LIMITS

SURVEY LIMITS

CONSTRUCTION LIMITS

PROPOSED CONCRETE C&G

PROPOSED BITUMINOUS

PAVEMENT

PROPOSED CONCRETE

PAVEMENT

ACCESSIBLE PARKING SIGN

CONCRETE EQUIPMENT PAD

0 30' 60'

N

1 SITE PLAN 1

MATCHLINE - SHEET CS104

M

AT

C H

LI

N

E

- S

H

EE

T C

S1

INSTALL NEW FUEL TANK. SEE MECHANICAL.

PROTECT EXISTING PIPE BOLLARD.

NEW CONCRETE EQUIPMENT PAD. SEE DETAIL 11/CS502

MAINTENANCE BLDG

VEHICLE STORAGE BLDG

NEW FUEL TANK

3.00

2.

0.

5.00'

1. CONTRACTOR SHALL MAINTAIN STAFF AND

VISITOR ACCESS TO ALL PUBLIC AREAS OF THE

CEMETERY. COORDINATE WITH COR IF ACCESS

CANNOT BE MAINTAINED FOR A PERIOD OF TIME.

2. CONTRACTOR TO INSTALL NEW CURB AND

GUTTER PRIOR TO ASPHALT PATCH AND OVERLAY.

3. ADJUST EXISTING STRUCTURES WITHIN

CONSTRUCTION LIMITS AS NECESSARY. CATCH

BASINS LOCATED IN CURB REPLACEMENT AREAS

SHALL BE ADJUSTED TO MATCH ADJACENT FLOW

LINES.

4. EXISTING UTILITIES ARE APPROXIMATE LOCATIONS

ONLY. CONTRACTOR TO FIELD VERIFY AS

NECESSARY. NOTIFY COR/ENGINEER OF ANY

DISCREPANCIES TO WHAT IS SHOWN ON

CONSTRUCTION PLANS.

5. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR

TO CONSTRUCTION ACTIVITIES.

6. CONTRACTOR TO INSTALL EROSION CONTROL

MEASURES PRIOR TO STARTING WORK.

7. PROTECT ALL EXISTING SITE ELEMENTS (TREES,

UTILITIES, CURB, ETC.) NOT NOTED FOR REMOVAL.

REPLACE IN KIND IF DAMAGED AT NO COST TO

GOVERNMENT.

8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

ELEVATIONS PRIOR TO CONSTRUCTION.

9. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48

HOURS OR MORE WITH COR/CEMETERY STAFF.

10. PROTECT ALL TREES AND SHRUBS NOT CALLED

OUT TO BE REMOVED.

11. ALL FENCING ADJACENT TO PROPERTY LINE SHALL

BE COORDINATED WITH COR PRIOR TO

COMMENCING ANY FENCING ACTIVITIES.

GENERAL NOTES

2 EQUIPMENT PAD 0 30' 60'

N

FLAG POLE

REPLACE APPROXIMATELY

1410 LF OF JOINT MORTAR.

SEE JOINTING PLAN ABOVE.

PROPERTY LIMITS

SEE THIS SHEET FOR

GETTYSBURG ADDRESS

TABLET CLEANING NOTES.

ADMINISTRATION OFFICE

SPECIAL FINISH CONCRETE. INSTALL

CONCRETE PER DETAIL 3CS/501. HATCHING

PATTERN NOT TO SCALE. MATCH EXISTING

FINISHES (COLOR, SCORING/STAMPING). SEE

PHOTO DETAIL FOR REFERENCE. SEE

SPECIFICATIONS FOR FURTHER INFORMATION.

5'-0" SIGN POST HEIGHT. FINISHED

GRADE TO BOTTOM OF SIGN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ si te e nl ar ge m en ts

.d w js ch m itz av ed

:6 /1

1/

:0 lo t:6

/2 2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

CS102 CS103

CS104 CS105

CS107

CS109

KYLE STEBBING

159267

SITE PLAN 2

CS103

LEGEND

PROPERTY LIMITS

SURVEY LIMITS

CONSTRUCTION LIMITS

PROPOSED CONCRETE C&G

PROPOSED BITUMINOUS

PAVEMENT

PROPOSED CONCRETE

PAVEMENT

ACCESSIBLE PARKING SIGN

CONCRETE EQUIPMENT PAD

0 30' 60'

N

1 SITE PLAN 2

MATCHLINE - SHEET CS105

M

ATC

H

LIN

E - SH

EET C

S102

KEY NOTES

NEW CONCRETE CURB & GUTTER W/ BITUMINOUS

PATCH AND OVERLAY. CONTRACTOR TO FIELD

VERIFY CURB TYPE AND REPLACE IN-KIND. SEE

DETAIL 8/CS501.

2 NEW CONCRETE SIDEWALK. SEE DETAIL 3/CS501.

CNKS

NEW ADA PARKING SIGN. SEE DETAIL 6/CS501

PROTECT EXISTING WALL/COLUMN.

RE-INSTALL SALVAGED CAST STONE MASONRY

SIGN. MATCH EXISTING CONDITIONS.

NEW CONCRETE EQUIPMENT PAD. SEE DETAIL

10/CS502

3 1

FLAG POLE

3 FLAG POLE JOINTING PLAN

NOTES:

1. CLEAN AND REMOVE ALL EXISTING SEALANT AND MORTAR WITHIN THE WORK AREA.

2. CONTRACTOR SHALL MEASURE ALL JOINTS AND FILL PER THE FOLLOWING:

2.1. ALL JOINTS MEASURING LESS THAN 1/2" SHALL BE FILLED WITH SEALANT.

2.2. ALL JOINTS MEASURING GREATER THAN 1/2" SHALL BE FILLED WITH MORTAR.

2.3. IN THE INSTANCE THAT A SINGLE JOINT MEASURES BOTH LESS THAN 1/2" AND GREATER THAN 1/2" ALONG IT'S LENGTH, FILL WITH MORTAR.

3. SEALANT AND MORTAR TO MATCH EXISTING OR BE APPROVED BY COR.

1. CONTRACTOR TO EXAMINE THE OVERALL SURFACE OF THE TABLET.

ANY CRACKS, CREVICES, POCKETS, OR FOLDS IN THE METAL SHALL BE

REPAIRED.

2. ANY DAMAGE TO THE TABLET SHALL BE REPAIRED WITH A COMPATIBLE

EPOXY COMPOUND, RECOMMENDED BY AND UNDER SUPERVISION OF A

STATE HISTORIC PRESERVATION OFFICER (SHPO):

2.1. SAMPLE AREAS TO BE DETERMINED BY SHPO AND PRODUCTS

APPROVED BEFORE FURTHER SURFACE PREPARATION AND

RESTORATION TO BE COMPLETED. SAMPLE AREAS SHALL BECOME

THE STANDARD COMPARISON FOR ALL RESTORATION WORK.

2.2. ALL AREAS DAMAGED BY RUST AND PAINT/SEALANT REMOVAL

SHALL BE REPAIRED WITH THE SAME MATERIALS AND METHODS.

2.3. REFER TO GSA STANDARDS FOR REPAIRING SMALL HOLES, NICKS,

AND MINOR IMPERFECTIONS IN CAST IRON.

3. REMOVE ONLY AS MUCH PAINT AND RUST AS CAN BE PRIMED WITHIN

ONE WORK SESSION. STEEL WILL RUST WITHOUT PROTECTION WITHIN

HOURS AND SHALL NOT BE LEFT UNPROTECTED OUTSIDE OF WORKING

HOURS.

4. SANDBLAST TABLET FOR PAINT, SEALANT AND RUST REMOVAL:

5. PRIMER:

5.1. CONTRACTOR TO CONSULT A PAINT MANUFACTURER AND SHPO

FOR APPROPRIATE PRODUCT.

5.2. PRIMER SHALL BE SILICONE BASED.

GETTYSBURG ADDRESS TABLET

CLEANING NOTES

JOINTING

2 PHOTO DETAIL - STAMPED COLOR CONCRETE

PROPERTY LIMITS

SURVEY LIMITS

CONSTRUCTION LIMITS

PROPOSED CONCRETE C&G

PROPOSED BITUMINOUS

PAVEMENT

PROPOSED CONCRETE

PAVEMENT

ACCESSIBLE PARKING SIGN

EXPANSION JOINT

CONTRACTION JOINT

SPECIAL FINISH CONCRETE

6 SIDEWALK JOINTING PLAN

1. CONTRACTOR SHALL MAINTAIN STAFF AND

VISITOR ACCESS TO ALL PUBLIC AREAS OF THE

CEMETERY. COORDINATE WITH COR IF ACCESS

CANNOT BE MAINTAINED FOR A PERIOD OF TIME.

2. CONTRACTOR TO INSTALL NEW CURB AND

GUTTER PRIOR TO ASPHALT PATCH AND OVERLAY.

3. ADJUST EXISTING STRUCTURES WITHIN

CONSTRUCTION LIMITS AS NECESSARY. CATCH

BASINS LOCATED IN CURB REPLACEMENT AREAS

SHALL BE ADJUSTED TO MATCH ADJACENT FLOW

LINES.

4. EXISTING UTILITIES ARE APPROXIMATE LOCATIONS

ONLY. CONTRACTOR TO FIELD VERIFY AS

NECESSARY. NOTIFY COR/ENGINEER OF ANY

DISCREPANCIES TO WHAT IS SHOWN ON

CONSTRUCTION PLANS.

5. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR

TO CONSTRUCTION ACTIVITIES.

6. CONTRACTOR TO INSTALL EROSION CONTROL

MEASURES PRIOR TO STARTING WORK.

7. PROTECT ALL EXISTING SITE ELEMENTS (TREES,

UTILITIES, CURB, ETC.) NOT NOTED FOR REMOVAL.

REPLACE IN KIND IF DAMAGED AT NO COST TO

GOVERNMENT.

8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

ELEVATIONS PRIOR TO CONSTRUCTION.

9. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48

HOURS OR MORE WITH COR/CEMETERY STAFF.

10. PROTECT ALL TREES AND SHRUBS NOT CALLED

OUT TO BE REMOVED.

11. ALL FENCING ADJACENT TO PROPERTY LINE SHALL

BE COORDINATED WITH COR PRIOR TO

COMMENCING ANY FENCING ACTIVITIES.

GENERAL NOTES

4 PHOTO DETAIL - FLAG POLE JOINTING

5 PHOTO DETAIL - GETTYSBURG ADDRESS

EX

. S

EC

TI

O N

S S

EX

. S

EC

TI

O N

R R

EX

. S

EC

TI

O N

P P

EX

. S

EC

TI

O N

N N

EX

. S

EC

TI

O N

X

EX

. S

EC

TI

O N

II

EX

. S

EC

TI

O N

J J

EX

. S

EC

TI

O N

M M

EX

. S

EC

TI

O N

G

PROPERTY LIMITS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ si te e nl ar ge m en ts

.d w js ch m itz av ed

:6 /1

1/

:0 lo t:6

/2 2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

CS102 CS103

CS104 CS105

CS107

CS109

KYLE STEBBING

159267

SITE PLAN 3

CS104

KEY NOTES

NEW CONCRETE CURB & GUTTER W/ BITUMINOUS

PATCH AND OVERLAY. CONTRACTOR TO FIELD VERIFY

CURB TYPE AND REPLACE IN-KIND. SEE DETAIL

8/CS501.

RE-INSTALL BENCH. SEE ARCHITECTURAL DRAWINGS

NEW REINFORCED CONCRETE SLAB. SEE

ARCHITECTURAL & STRUCTURAL DRAWINGS.

LEGEND

PROPERTY LIMITS

SURVEY LIMITS

CONSTRUCTION LIMITS

PROPOSED CONCRETE C&G

PROPOSED BITUMINOUS

PAVEMENT

PROPOSED CONCRETE

PAVEMENT

ACCESSIBLE PARKING SIGN

CONCRETE EQUIPMENT PAD

0 30' 60'

N

1 SITE PLAN 3

SHEET CS111

M

AT

C H

LI

N

E

- S

H

EE

T C

S1

MATCHLINE - SHEET CS102

CNKS

SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS

1. CONTRACTOR SHALL MAINTAIN STAFF AND

VISITOR ACCESS TO ALL PUBLIC AREAS OF THE

CEMETERY. COORDINATE WITH COR IF ACCESS

CANNOT BE MAINTAINED FOR A PERIOD OF TIME.

2. CONTRACTOR TO INSTALL NEW CURB AND

GUTTER PRIOR TO ASPHALT PATCH AND OVERLAY.

3. ADJUST EXISTING STRUCTURES WITHIN

CONSTRUCTION LIMITS AS NECESSARY. CATCH

BASINS LOCATED IN CURB REPLACEMENT AREAS

SHALL BE ADJUSTED TO MATCH ADJACENT FLOW

LINES.

4. EXISTING UTILITIES ARE APPROXIMATE LOCATIONS

ONLY. CONTRACTOR TO FIELD VERIFY AS

NECESSARY. NOTIFY COR/ENGINEER OF ANY

DISCREPANCIES TO WHAT IS SHOWN ON

CONSTRUCTION PLANS.

5. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR

TO CONSTRUCTION ACTIVITIES.

6. CONTRACTOR TO INSTALL EROSION CONTROL

MEASURES PRIOR TO STARTING WORK.

7. PROTECT ALL EXISTING SITE ELEMENTS (TREES,

UTILITIES, CURB, ETC.) NOT NOTED FOR REMOVAL.

REPLACE IN KIND IF DAMAGED AT NO COST TO

GOVERNMENT.

8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

ELEVATIONS PRIOR TO CONSTRUCTION.

9. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48

HOURS OR MORE WITH COR/CEMETERY STAFF.

10. PROTECT ALL TREES AND SHRUBS NOT CALLED

OUT TO BE REMOVED.

11. ALL FENCING ADJACENT TO PROPERTY LINE SHALL

BE COORDINATED WITH COR PRIOR TO

COMMENCING ANY FENCING ACTIVITIES.

GENERAL NOTES

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ si te e nl ar ge m en ts

.d w js ch m itz av ed

:6 /1

1/

:0 lo t:6

/2 2/

:4

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

CS102 CS103

CS104 CS105

CS107

CS109

KYLE STEBBING

159267

SITE PLAN 4

CS105

KE…