Fort Bliss Gravesite Expansion BD Part 6.pdf

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Attached to
Fort Bliss National Cemetery, Gravesite Expansion and FCA Deficiencies
Solicitation number
36C78626B0028
Issued by

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This is a set of base bid design and construction documents for the Fort Bliss National Cemetery Expansion project located at 5200 Fred Wilson Avenue, El Paso, Texas. The project is being undertaken by the U.S. Department of Veterans Affairs, Office of Design and Construction Services, with Anderson Engineering of Minnesota, LLC serving as the architect/engineer of record (Project #18528). The bid documents are dated June 15, 2026, and constitute pages 65-82 of 155 total bid document pages.

The scope of work includes site infrastructure, landscape, irrigation, and signage/furnishings for the cemetery expansion. Specific construction requirements include storm drainage and utility details (precast concrete manholes with specified dimensions, ring assemblies, and frame/cover specifications per Neenah R-1642-B standards); comprehensive planting plans with deciduous and coniferous trees, shrubs, and groundcover plants specified by botanical name and container size (5-gallon containers predominate); irrigation system installation with mainline, remote control valve assemblies, bubblers, isolation gates, and quick couplers; flower watering stations with brass tubing and spigots; site furnishings including decorative fencing (vinyl-coated chain-link, 6-foot height with barbed wire), benches with anchoring details, trash and flower vase receptacles, and signage (temporary construction signs, traffic/regulatory signs, post and panel directional signs, and section markers). The design also addresses an existing administration building requiring modifications including creation of a secure telecommunications enclosure room, breakroom plumbing replacement, floor repairs, and roof/gutter replacement in-kind. The project follows 2024 NFPA codes, 2015 ABA accessibility standards, 2024 IBC standards, and VA-specific requirements including seismic design per H-18-8 and fire protection per VA Fire Protection Design Manual (November 2023). Geotechnical services are provided by Terracon; cost estimating by OCMI; irrigation design by Aqua Engineering with certified irrigation designer John D. Leonardi; and fire/low voltage/security coordination by IMEG.

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Other files

File Type Posted
Fort Bliss Gravesite Expansion BD Part 8.pdf PDF
Fort Bliss Gravesite Expansion BD Part 3.pdf PDF
Fort Bliss Gravesite Expansion BD Part 11.pdf PDF
Fort Bliss Gravesite Expansion BD Part 10.pdf PDF
Fort Bliss Gravesite Expansion BD Part 2.pdf PDF
Fort Bliss Gravesite Expansion - Specifications Full Book.pdf PDF
S02_Attachment - 886CM3026 Fort Bliss NC SOW.pdf PDF
Fort Bliss Gravesite Expansion BD Part 9.pdf PDF
Fort Bliss Gravesite Expansion BD Part 7.pdf PDF
Fort Bliss Gravesite Expansion BD Part 4.pdf PDF
Fort Bliss Gravesite Expansion BD Part 5.pdf PDF
Fort Bliss Gravesite Expansion BD Part 1.pdf PDF
S02_36C78626B0028 Presolicitation Notice.pdf PDF
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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_ ut il_ de ta ils .d w g ed it:

cn el so n sa ve d:

5/

5/

2:

P M p lo t:6 /2

2/

:0

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

STORM DRAINAGE &

UTILITY DETAILS

CU502

DIA. OF

PIPE (IN.) L (FT.)

QUANTITY

(C.Y.) CLASS

>48 22-28 30-40

IV

IV

III

III

III

III

IV

III

III

MINIMUM RIPRAP REQUIRED

TIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPES

AND BED IN GRANULAR MATERIAL. ANY COVER LESS

THAN 2' OVER TOP OF PIPE SHALL BE GRANULAR

MATERIAL.

SECTION A-A

SECTION B-B

NOTE:

ONE CUBIC YARD IS

APPROXIMATELY 1.4 TONS.

PLAN

1' (12"-27" DIA. PIPE)

1.5' (30" AND LARGER PIPE)

RIPRAP

NONWOVEN GEOTEXTILE

FABRIC

1' (12"-27" DIA. PIPE)

1.5' (30" AND LARGER PIPE)

RIPRAP

NONWOVEN GEOTEXTILE FABRIC

EXTEND 1' UNDER FES

D

IA

D

IA

B

A

BL

2'

2'

3 RIP-RAP PLACEMENT DETAIL

NTS

JSKS

4 HEADWALL DETAIL

NTS

1 CURB INLET TYPE C

NTS

NOTE

MINIMUM SLAB THICKNESS 6"

FOR 14' DEPTH. INCREASE

THICKNESS 1" FOR EACH 4' OF

DEPTH GREATER THAN 14' AND

REINFORCE WITH 6"X6" 10/10

MESH.

BASE: PRECAST OR POURED-IN-PLACE CONCRETE

FLOW

ADJUST CASTING TO 1/2"

BELOW FINISHED GRADE.

MANHOLE FRAME AND COVER NEENAH R-1642-B

WITH MACHINED BEARING SURFACE WITH 2

CONCEALED PICK HOLES OR APPROVED EQUAL.

2" ADJUSTING RINGS AS

REQUIRED (MIN. 2, MAX. 4). FULL BED OF MORTAR

BETWEEN RINGS CASTING

AND ON OUTSIDE OF RINGS.

NOTE

1. MANHOLES 8' DEEP OR GREATER,

THE PRECAST SECTION

IMMEDIATELY FOLLOWING THE

CONE SECTION SHALL BE 1'-4" (16")

IN HEIGHT

2. PROVIDE STEPS IN ALL

MANHOLES OVER 4.5 FEET IN

DEPTH.

"O" RING GASKETS BETWEEN EACH

JOINT IN MAN HOLE SECTIONS.

*48" DIAMETER WHEN PIPE IS 36" OR

SMALLER.

72" DIAMETER WHEN PIPE IS LARGER

THAN 36".

SEE STRUCTURE SCHEDULE

USE T-SECTION MANHOLE

WHERE POSSIBLE (DESIGN J)

WITH OFFSET CONE

CONNECTION OR PRECAST SLAB.

STEPS 16"

O.C. ON

DOWNSTREAM

SIDE

27"

AS

R

EQ

U

IR

ED

1' -4

4'

2 STORM SEWER MANHOLE

NTS

BASE BID

EQUIP., NIC.

GSL

3004-AE201

3004-AE201

WOMEN'S

MEN'S

HVAC

LOBBY

3004-AE201

3004-AE201

PORCH

7'-8" 2'-10"

21'-5" 7'-8 3/4" 5'-9 5/8" 6'-11 3/8"

6'-8 3/8"

8" 2'-10" 2'-5 3/8" 2'-10" 2'-5 3/8" 2'-10" 2'-5 1/4" 2'-10" 5 5/8" 7'-8 3/4" 3'-3 5/8" 2 3/8"2'-3 5/8" 5'-4"

FIRE ALARM PULL

3'- 9"

PIV8

PIV

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

LP111

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_ pl an tin g ov er al l.d w js ch m itz er le s av ed :6

/1 8/

1:

A lo t:6

/2 2/

:0

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

LEGEND

0 100' 200'

N

OVERALL PLANTING PLAN

LP100

JSJL

1 OVERALL PLANTING PLAN

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING LANDSCAPE TO REMAIN

DECOMPOSED GRANITE ROCK MULCH

FLOWER WATERING STATION (FWS)

BENCH

DECORATIVE FENCE

1. IF A DISCREPANCY IS FOUND, THE PLANTING PLAN

SHALL OVERRIDE THE PLANT SCHEDULE.

2. RESTORE ALL DISTURBED AREAS TO EXISTING

CONDITIONS FOR FCA WORK WITHIN THIS EXISTING

CEMETERY, UNLESS OTHERWISE NOTED.

3. SEE CIVIL FOR EROSION CONTROL BLANKET

LOCATIONS.

NOTES

LP111

EX. SECTION SS

EX. SECTION RR

EX. SECTION PP

EX. SECTION NN

EX. SECTION GEX. SECTION L

EX. SECTION L1

ROAD A

SECTION QQSECTION WWSECTION XXSECTION YY

SECTION TTSECTION UUSECTION VV

SECTION Y

SECTION W

SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT. SIZE REMARKS

DECIDUOUS TREES

Fv 3 VELVET ASH

FRAXINUS VELUTINA B&B 2 - 1/2" CAL.

Gi 5 TRUESHADE HONEY LOCUST

GLEDITSIA TRIACANTHOS INERMIS 'TRUESHADE' B&B 2 - 1/2" CAL.

Le 10 PURPLE MAGIC CRAPE MYRTLE

LAGERSTROEMIA X `PURPLE MAGIC` B&B 2 - 1/2" CAL. MULTI-STEM

Pc 9 CHINESE PISTACHE

PISTACIA CHINENSIS B&B 2 - 1/2" CAL.

Pm 11 MAVERICK THORNLESS HONEY MESQUITE

PROSOPIS GLANDULOSA 'MAVERICK' B&B 2 - 1/2" CAL.

Qv 3 SOUTHERN LIVE OAK

QUERCUS VIRGINIANA B&B 2 - 1/2" CAL.

SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT SIZE

SHRUBS

Cp 12 RED BIRD OF PARADISE

CAESALPINIA PULCHERRIMA CONT. 5 GAL.

Hp 18 TEXAS RED YUCCA

HESPERALOE PARVIFLORA 'TEXAS RED' POT 5 GAL.

Jc 9 ARMSTRONG JUNIPER

JUNIPERUS CHINENSIS 'ARMSTRONGII' CONT. 5 GAL.

La 12 AMERICAN RED LANTANA

LANTANA CAMARA 'AMERICAN RED' CONT. 5 GAL.

Lr 21 PATRIOT™ CLASSIC PARASOL LANTANA

LANTANA CAMARA 'ROBPATPAR' CONT. 5 GAL.

Nl 9 LITTLE RED OLEANDER

NERIUM OLEANDER 'LITTLE RED' CONT. 5 GAL.

Rt 6 TUSCAN BLUE ROSEMARY

ROSMARINUS OFFICINALIS 'TUSCAN BLUE' CONT. 5 GAL.

Sn2 27 NAVAJO WHITE AUTUMN SAGE

SALVIA GREGGII 'NAVAJO WHITE' CONT. 5 GAL.

Ts 9 BELLS OF FIRE™ YELLOW BELLS

TECOMA STANS 'TEC6010916' CONT. 5 GAL.

SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT. SIZE REMARKS

DECIDUOUS TREES

Fv 2 VELVET ASH

FRAXINUS VELUTINA B&B 2 - 1/2" CAL.

Gi 2 TRUESHADE HONEY LOCUST

GLEDITSIA TRIACANTHOS INERMIS 'TRUESHADE' B&B 2 - 1/2" CAL.

Le 3 PURPLE MAGIC CRAPE MYRTLE

LAGERSTROEMIA X `PURPLE MAGIC` B&B 2 - 1/2" CAL. MULTI-STEM

Pc 4 CHINESE PISTACHE

PISTACIA CHINENSIS B&B 2 - 1/2" CAL.

Pm 4 MAVERICK THORNLESS HONEY MESQUITE

PROSOPIS GLANDULOSA 'MAVERICK' B&B 2 - 1/2" CAL.

SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT SIZE

SHRUBS

Cp 9 RED BIRD OF PARADISE

CAESALPINIA PULCHERRIMA CONT. 5 GAL.

Hp 8 TEXAS RED YUCCA

HESPERALOE PARVIFLORA 'TEXAS RED' POT 5 GAL.

Jc 6 ARMSTRONG JUNIPER

JUNIPERUS CHINENSIS 'ARMSTRONGII' CONT. 5 GAL.

La 6 AMERICAN RED LANTANA

LANTANA CAMARA 'AMERICAN RED' CONT. 5 GAL.

Lr 6 PATRIOT™ CLASSIC PARASOL LANTANA

LANTANA CAMARA 'ROBPATPAR' CONT. 5 GAL.

Nl 4 LITTLE RED OLEANDER

NERIUM OLEANDER 'LITTLE RED' CONT. 5 GAL.

Rt 2 TUSCAN BLUE ROSEMARY

ROSMARINUS OFFICINALIS 'TUSCAN BLUE' CONT. 5 GAL.

Sn2 19 NAVAJO WHITE AUTUMN SAGE

SALVIA GREGGII 'NAVAJO WHITE' CONT. 5 GAL.

Ts 4 BELLS OF FIRE™ YELLOW BELLS

TECOMA STANS 'TEC6010916' CONT. 5 GAL.

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_ pl an tin g

- e xp an si on .d w js ch m itz av ed :6

/1 8/

1:

lo t:6

/2 2/

:0

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

PLANTING PLAN - EXPANSION

LP111

JL JS

1 PLANTING PLAN - EXPANSION 0 40' 80'

N

LEGEND

PROPERTY LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

DECOMPOSED GRANITE MULCH

FLOWER WATERING STATION (FWS)

BENCH

DECORATIVE FENCE

1. IF A DISCREPANCY IS FOUND, THE PLANTING PLAN

SHALL OVERRIDE THE PLANT SCHEDULE.

2. RESTORE ALL DISTURBED AREAS TO EXISTING

CONDITIONS FOR FCA WORK WITHIN THE EXISTING

CEMETERY, UNLESS OTHERWISE NOTED.

3. SEE CIVIL FOR EROSION CONTROL BLANKET

LOCATIONS.

NOTES

LP111

PLANT SCHEDULE - BASE BID

LP201

LP202

LP203

LP203

PLANT SCHEDULE - BID OPTION

ROAD A

SECTION QQSECTION WW

Pc

Jc

Nl

Pm

Lr

La

Gi

Hp2

Le

Hp

Ts

Cp5

Sn2 Gi4

Sn2

Rt

Cp3

Hp

Fv

Le1

Cp

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_ pl an tin g

- e xp an si on .d w js ch m itz av ed :6

/1 8/

1:

lo t:6

/2 2/

:0

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

PLANTING PLAN ENLARGEMENT

LP201

JL JS

1 BASE BID PLANTING PLAN ENLARGEMENT 0 20' 40'

N

LEGEND

PROPERTY LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

DECOMPOSED GRANITE MULCH

FLOWER WATERING STATION (FWS)

BENCH

DECORATIVE FENCE

PLANT TAG

1. IF A DISCREPANCY IS FOUND, THE PLANTING PLAN

SHALL OVERRIDE THE PLANT SCHEDULE.

2. RESTORE ALL DISTURBED AREAS TO EXISTING

CONDITIONS FOR FCA WORK WITHIN THIS EXISTING

CEMETERY, UNLESS OTHERWISE NOTED.

3. SEE CIVIL FOR EROSION CONTROL BLANKET

LOCATIONS.

NOTES

KEY

QTY

ROAD A

ROAD A

SECTION TTSECTION UUSECTION VV

Qv

Cp

Ts

Le

Hp

Le

Fv

Cp

Sn2

Cp

Rt

Sn2

Gi

Hp

Cp

Le

Qv

Cp

Rt

Sn2

Cp 1

Le

Fv

Hp

Cp

Gi

Cp 5

Sn2

Le

Qv

Hp

Gi

Le

Ts

Hp

Le

Pm

Lr

Pm

La

Nl

Pc

Jc

Pc

Lr

Pm

La

Pm

Nl

Pc

Pc

Jc

Pm

Lr

La

Pm

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_ pl an tin g

- e xp an si on .d w js ch m itz av ed :6

/1 8/

1:

lo t:6

/2 2/

:1

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

PLANTING PLAN ENLARGEMENT

LP202

JL JS

1 BASE BID PLANTING PLAN ENLARGEMENT 0 20' 40'

N

LEGEND

PROPERTY LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

DECOMPOSED GRANITE MULCH

FLOWER WATERING STATION (FWS)

BENCH

DECORATIVE FENCE

PLANT TAG

1. IF A DISCREPANCY IS FOUND, THE PLANTING PLAN

SHALL OVERRIDE THE PLANT SCHEDULE.

2. RESTORE ALL DISTURBED AREAS TO EXISTING

CONDITIONS FOR FCA WORK WITHIN THIS EXISTING

CEMETERY, UNLESS OTHERWISE NOTED.

3. SEE CIVIL FOR EROSION CONTROL BLANKET

LOCATIONS.

NOTES

KEY

QTY

ROAD A

SECTION Y

SECTION W

Nl

Pc

Pc

Pc

Pm

Lr

Pm

Lr

Pm

Lr

Nl

Nl

ROAD A

SECTION XXSECTION YY

Pc

Jc

Pc

Nl

Pm

La

Pm

Lr

Pc

Jc

Pm

La

Pm

Lr

Pc

Nl

Cp

Sn2

Gi

Sn2

Rt

Hp

Cp

Cp1

Fv Le

Hp Cp

Sn2

Fv1

Cp

Sn2

Le

Hp

TsGi

Hp

Cp

Ts

Le

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_ pl an tin g

- e xp an si on .d w js ch m itz av ed :6

/1 8/

1:

lo t:6

/2 2/

:1

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

PLANTING PLAN ENLARGEMENT

LP203

JL JS

1 BASE BID PLANTING PLAN ENLARGEMENT 0 20' 40'

N 2 BID OPTION PLANTING PLAN ENLARGEMENT 0 20' 40'

N

LEGEND

PROPERTY LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

DECOMPOSED GRANITE MULCH

FLOWER WATERING STATION (FWS)

BENCH

DECORATIVE FENCE

PLANT TAG

1. IF A DISCREPANCY IS FOUND, THE PLANTING PLAN

SHALL OVERRIDE THE PLANT SCHEDULE.

2. RESTORE ALL DISTURBED AREAS TO EXISTING

CONDITIONS FOR FCA WORK WITHIN THIS EXISTING

CEMETERY, UNLESS OTHERWISE NOTED.

3. SEE CIVIL FOR EROSION CONTROL BLANKET

LOCATIONS.

NOTES

KEY

QTY

ROAD A

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_ pl an tin g

- e xp an si on .d w js ch m itz av ed :6

/1 8/

1:

lo t:6

/2 2/

:1

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

PLANTING DETAILS

LP501

JL JS

FINISH GRADE

3"(TYP.)

6" MIN.

6" MIN.

6" M

IN

PAVED SURFACE

OR MULCH

PLANTING SOIL

LINE OF PLANTING

PIT WHEN PLANTED

INDIVIDUALLY

UNDISTURBED OR

COMPACTED SOIL

PAVED SURFACE,

IF APPLICABLE

1" MOUND PLANTING SOIL TO

FORM SAUCER AROUND

PERIMETER OF PLANTINGS

3" DEPTH DECOMPOSED

GRANITE

INDIVIDUAL

PLANTING PIT 2X

CONT. DIA.

3x ROOT

BALL DIA.

NOTE:

· SEE PLANT SCHEDULE FOR O.C. SPACING, IF

APPLICABLE

· MULTI-STEM TREES SHALL NOT RECEIVE STAKING.

THEY SHALL CONFORM TO ALL OTHER DECIDUOUS

TREE PLANTING REQUIREMENTS.

CENTER TREE IN HOLE, UPRIGHT

SINGLE STRAIGHT LEADER

(3) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (EQUALLY SPACED)

3" DEPTH DECOMPOSED GRANITE

3" HEIGHT TAMPED WATER BASIN AT

EDGE OF EARTH SAUCER

TREE TIE SECURED TO

STAKE. SECURE TO TREE

WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE.

(3) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (EQUALLY SPACED)

PLAN VIEW

NOT TO SCALE

3X ROOTBALL DIA.

DECOMPOSED GRANITE

SCALE:1

DECIDUOUS TREE PLANTING DETAIL

N.T.S.

SCALE:3

MULTI-STEM TREE PLANTING DETAIL

N.T.S.

SCALE:2

DECIDUOUS SHRUB PLANTING DETAIL

N.T.S.

FINISHED GRADE

REMOVE BURLAP, TWINE, ROPE AND

WIRE FROM ROOTBALL

PLANTING SOIL

MOUND MIN. 12"

UNDISTURBED OR COMPACTED SOIL

FERTILIZER PLANT TAB

TREE TIE SECURED TO STAKE. SECURE TO

TREE WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE.

WRAP TREE WITH TREE WRAPPING

MATERIAL AS SPECIFIED TO 1ST BRANCH

6' MIN. DIA. EARTH SAUCER

AFTER EXPOSING TREE

ROOT FLAIR, PLANT SO ROOT

FLAIR IS ADJACENT TO

FINISH GRADE

FERTILIZER PLANT TAB

MIN.

6"

1"

PLANTING SOIL

3" DEPTH DECOMPOSED

GRANITE

UNDISTURBED OR

COMPACTED SOIL

SCALE:4

CONIFEROUS SHRUB PLANTING DETAIL

N.T.S.

3x ROOT

BALL DIA.

2"

REMOVE BURLAP, TWINE, ROPE AND

WIRE FROM TOP HALF OF ROOT BALL

6' MIN. DIA. EARTH SAUCER

AFTER EXPOSING TREE ROOT FLAIR,

PLANT SO ROOT FLAIR IS 2" ABOVE

ADJACENT FINISH GRADE

MULCH SHALL BE HELD BACK 3" FROM

BASE OF ALL PLANT MATERIAL

TREE TIE SECURED TO STAKE. SECURE TO

TREE WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE.

WRAP TREE WITH TREE WRAPPING MATERIAL

AS SPECIFIED TO 1ST BRANCH.

TURNBUCKLE AT EACH GUY LINE TO ADJUST

TENSION INDEPENDENTLY.

CENTER TREE IN HOLE, UPRIGHT.

3" DEPTH DECOMPOSED GRANITE

3/16" GALVANIZED STEEL BRAIDED CABLE

FLAGGED FOR VISIBILITY.

3" HEIGHT TAMPED WATER BASIN AT

EDGE OF EARTH SAUCER

FINISH GRADE

(3) 2"X4"X24" LONG ANCHORS

DRIVEN BELOW FINISH GRADE

PLANTING TOPSOIL

MOUND MINIMUM 6"

UNDISTURBED OR COMPACTED SOIL

PIV8

PIV

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

LK111

LEGEND

0 100' 200'

N

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_ fu rn is hi ng s ov er al l.d w js ch m itz av ed :6

/1 8/

:0

PM

lo t:6 /2

2/

:1

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

OVERALL SIGNAGE &

FURNISHINGS PLAN

LK100

JSJL

1 OVERALL SIGNAGE & FURNISHINGS PLAN

PROPERTY LIMITS

CONSTRUCTION LIMITS

TEMP. CONSTRUCTION SIGN

TRAFFIC/REGULATORY SIGN

POST & PANEL SIGN

SECTION MARKER

STREET SIGN

FLOWER WATERING STATION

BENCH

LK111

ROAD A

SECTION QQSECTION WWSECTION XXSECTION YY

SECTION TTSECTION UUSECTION VV

SECTION Y

SECTION W

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_ fu rn is hi ng s ov er al l.d w js ch m itz av ed :6

/1 8/

:0 lo t:6 /2

2/

:1

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

LEGEND

SIGNAGE AND FURNISHINGS

PLAN - EXPANSION

LK111

1 SIGNAGE AND FURNISHINGS PLAN - EXPANSION 0 40' 80'

N

NATIONAL CEMETERY SIGNAGE KEY:

NC - 04 . 02 - B - M1 (A)

PROJECT SIGN PLACARD #

POST STYLE / FAMILY

SIGN CONFIGURATION /

VIEW / LAYOUT

SIGN SIZE (SPECIFIC TO TYPE)

SIGN TYPE

NATIONAL CEMETERY

SIGN DESIGNATION

SIGNAGE NOTES

TEMPORARY CONSTRUCTION - SEE 1/LK501

SIGN TYPES:

· SP-24.01

· SP-24.04

TRAFFIC REGULATORY - SEE 5/LK501

SIGN TYPES:

· NC-03.01-C2

POST & PANEL - SEE 4/LK501

SIGN TYPES:

· NC-04.01-C2

· NC-04.02-C2

· NC-04.03-C2

SECTION MARKER - SEE 3/LK501

SIGN TYPES:

· NC-07.01-C2

PROPERTY LIMITS

CONSTRUCTION LIMITS

TEMP. CONSTRUCTION SIGN

TRAFFIC/REGULATORY SIGN

POST & PANEL SIGN

SECTION MARKER

SECTION MARKER

NC-07.01-C2

SECTION MARKER

NC-07.01-C2

SECTION MARKER

NC-07.01-C2

SECTION MARKER

NC-07.01-C2

SECTION MARKER

NC-07.01-C2

POST & PANEL DIRECTIONAL SIGN

NC-04.03-C2-B

POST & PANEL DIRECTIONAL SIGN

NC-04.03-C2-C

POST & PANEL DIRECTIONAL SIGN

NC-04.02-C2-D

TRAFFIC/REGULATORY SIGN

NC-03.01-C2-A

SECTION MARKER

NC-07.01-C2

TRAFFIC/REGULATORY SIGN

NC-03.01-C2-A

SECTION MARKER

NC-07.01-C2

SECTION MARKER

NC-07.01-C2

SECTION MARKER

NC-07.01-C2

TEMPORARY CONSTRUCTION SIGNS

SP-24.01

SP-24.04

POST & PANEL DIRECTIONAL SIGN

NC-04.01-C2-A

KEY NOTES

BASE BID BENCH, SEE DETAIL 3/LK502

BID OPTION BENCH, SEE DETAIL 3/LK502

FLOWER WATERING STATION, SEE DETAIL 1/LK502

DECORATIVE FENCING, SEE DETAIL 1/LK503

DECORATIVE SWING GATE, SEE DETAIL 2/LK503

BID OPTION SECTION MARKER, SEE DETAIL 2/CB501

1 1

3 3

JSJL

LK111

TRAFFIC/REGULATORY SIGN

NC-03.01-C2-B

6 6

DR

NRW

DULQN

4"

11 4" 3"

3 8"

3 4" 3 8"

3 4" 3 8"

3 4" 11 2"

3 4" 3 8"

3 4" 3 8"

3 4" 3 8"

3 4"

1/4"Ø HOLES TO RECEIVE

3/16"Ø X 2" SS TAMPER-PROOF

SCREWS WITH EXPANSION

SHIELD SCREWS LOCATED AT

TOP AND BOTTOM OF SIGN, TYP.

3/4" HT. LETTERING;

HELVETICA TYPE FACE

1/8" THICK ALUMINUM SIGN PANEL;

BLACK BACKGROUND W/ WHITE

TEXT AND RED & WHITE SYMB., TYP.R1 78 "

NOTE:

1. SIGNS TO BE INSTALLED ON FLOWER

WATERING STATION POST; SEE 1/LK502

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_ fu rn is hi ng s ov er al l.d w js ch m itz av ed :6

/1 8/

:0 lo t:6 /2

2/

:1

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

SIGNAGE & FURNISHINGS

DETAILS

LK501

1'-6" 3" 3"

3" 3"

STOP 1'

-6

Text As Shown

On Details

8"

3' -6

1' -6

2"

1"

1'-6"

2"

℄4'-0" TO BACK OF

CURB OR WALK, TYP.

EQ. EQ.

ALUMINUM SIGN PANEL WELDED TO

CONTINUOUS SQUARE TUBULAR FRAME;

SEE SPECIFICATIONS FOR COLOR & FINISH

HIGHWAY GOTHIC TYPE FACE, CAPITALIZED;

SEE SIGN PANEL DETAIL FOR TEXT HEIGHTS

PRE-CAST CONCRETE POST;

RECESS = 4 1/4" X 11" X 3/8" DP. ALL (4) SIDES

1/8" RADIUS, TYP; NO SHARP EDGES

POST CONNECTION

FINISHED GRADE

PRE-CAST CONCRETE COLLAR

POST SETTING

POST CONNECTION

SPEED

LIMIT

1�

1'-6"

1/

2"

2"

71 2"Sections Y & W

3'-0"

8"

2" 3 3/4"

2 1/8"

2 1/8" 3 3/4"

Text As Shown On Details

3' -6

3'-0"

℄4'-0" TO BACK OF

CURB OR WALK, TYP.

FINISHED GRADE

PRE-CAST CONCRETE COLLAR

VA

R

IE

S

2"

51 2"

2" 1"

2' -6

R

EC

ES

S

AR

EA

ALUMINUM SIGN PANEL

WELDED TO CONTINUOUS

SQUARE TUBULAR FRAME

2 1/2" HT. LETTERING,

HELVETICA TYPE FACE, INITIAL

CAP AND LOWER CASE

PRE-CAST CONCRETE POST;

RECESS = 2 1/4" X 2'-6" X 3/8"

DP. (3) SIDES; NO RECESS ON

INSIDE OF POSTS

2"

2"

2"

3/ 4"

2"

3' -0

VA

R

IE

S

GENERAL CONTRACTOR NAME

THE LIFE YOU SAVE MAY BE YOUR OWN

WITHOUT A LOST TIME ACCIDENT

0 DAYSHAS WORKED

THIS PROJECT

Department of Veterans Affairs

3' -0

4'-0"

FINISH GRADE

4"x4" POST IF SIGN

IS INSTALLED ON

GRADE

WOOD STRIPS

PROVIDE 3 SETS OF

REMOVABLE

NUMERALS PAINTED

ON 1/8" TEMPERED

HARDBOARD

0 0

BRACING

SEE "CONSTRUCTION SIGN"

DETAIL, THIS SHEET

BLUE OUTLINE

WITH WHITE

INTERIOR

BLUE

JOINT

BRACING

BLUE

WHITE

RED

ELEVATION

ON SAFETY

ZERO

8'-0"

5' -0

6"

VA

R

IE

S

AV

ER

AG

E

3' -0

4'

-0 " M

IN

SECTION ON CENTERELEVATION

3.

5"

5" 2"

5" 8"

6" 3"

A PROJECT OF THE:

OFFICE OF CONSTRUCTION AND FACILITY MANAGEMENT

DEPARTMENT OF VETERANS AFFAIRS WASHINGTON D.C.

ANDERSON ENGINEERING

GENERAL CONTRACTOR: ARCHITECT/ENGINEER:

3" 4"

2" 3"

3"

1.

5"

FORT BLISS NATIONAL CEMETERY

EXPANSION PROJECT

GENERAL CONTRACTORS

NAME HERE

CENTER TO BE WHITE

SURROUNDING

BORDER TO BE BLUE

BACKGROUND TO

BE PAINTED WHITE

BORDER MEMBER TO

BE PAINTED BLACK

METAL FACE WHITE

ENAMEL

LETTERING TO BE

HELVETICA STYLE 5" HIGH

LETTERING TO BE

HELVETICA STYLE 3" HIGH

CENTERED HORIZONTALLY

2"x4" FRAME AND

BRACE IN BACK

LETTERING TO BE

HELVETICA STYLE 2" HIGH

CENTERED HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1 1/2"

HIGH CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE

1" HIGH CENTERED

HORIZONTALLY

NOTES:

1. ALL LETTERING TO BE PAINTED BLACK

WITH EXCEPTION OF PROJECT TITLE

WHICH IS TO BE BLUE.

2. ANY SEAM IN METAL TO BE FLAT SEAM.

SEAMS TO BE HORIZONTAL AND OCCUR

BETWEEN LINES OF LETTERING.

3. TEMPORARY CONSTRUCTION SIGNS TO

BE FIELD LOCATED. VERIFY WITH RE.

BORDER

MEMBER TO BE

PAINTED BLACK

ENAMEL

2"x4" FRAME

AND BRACES

IN SAME

PLACE

METAL

FACE

STRETCH METAL FACE TIGHT,

TURN OVER FRAME AND

SECURE WITH FLAT HEAD

DEFORMED NAILS

4"x4" METAL POSTS TO

BE PAINTED WHITE

1.5"

Department of Veterans Affairs

SECTION MARKER PANEL (TYP.)

LETTER VARIES

FINISHED GRADE

NOTE:

LOCATE SECTION MARKERS AT LOCATION

SHOWN ON PLANS, PARALLEL WITH BURIAL

SECTION & PERPENDICULAR TO

HEADSTONE DIRECTION.

MIN. 4'-0" TO BACK OF

CURB OR WALK (TYP.)

OR AS SHOWN ON PLAN

6" 1'

-6

1' -4

2" 7"

6" 1"

2"

2"

4"

SECURE W/ (2) 3/8"DIA.

X 3" S.S. BOLT AND

EXPANSION SHIELD.

1/8" ALUMINUM SIGN

PANEL, ALL 4 SIDES OF

POST. SEE PANEL

LAYOUTS ABOVE.

PRE-CAST CONCRETE

COLLAR

PRE-CAST CONC. POST 7 12" X 7

2" X 3'-0" W/ 1" CHAMFER @ ALL

EXPOSED CORNERS & 3/8"

RECESS AREA (ALL 4 SIDES);

CAST W/ (3) #3 REBAR EQUALLY

SPACED, FINISH AS SPECIFIED.

4"

7"

R1 78 "

1/4" DIA. HOLES TO

RECEIVE SCREWS.

1/8" THICK ALUMINUM

SIGN PANEL.

SEE LAYOUT PLANS FOR

INDIVIDUAL SECTION

MARKER LETTERS.

XX1

1/

2"

1/ 2"

1/

2"

YY

2"

71 2"

XX

SCALE:1

SP-24.01 & SP-24.04

TEMPORARY CONSTRUCTION SAFETY SIGNS

N.T.S.

SCALE:3

NC-07.01-C2

PYLON SECTION MARKER

N.T.S. SCALE:4

NC-04.01 / 04.02 / 04.03 -C2

POST & PANEL SIGN

N.T.S. SCALE:5

NC-03.01-C2

LOW PROFILE TRAFFIC REGULATORY SIGN

N.T.S.

JSJL

PREMOLDED EXPANSION JOINT

FILLER BACKERROD AND SEALANT

AROUND ENTIRE POST, TYP.

VV

WW

XX

TT UU

Sections W - YY Sections A - O

3'-0"

1' -0

2" 3 3/4"

1 1/2"

1 1/2" 3 3/4"

3 3/4" 1 1/2"

Sections A - O Sections AA - MM

3'-0"

1' -0

2" 3 3/4"

1 1/2"

1 1/2" 3 3/4"

3 3/4" 1 1/2"

Sections W - YY Sections AA - MM

3'-0"

1' -0

2" 3 3/4"

1 1/2"

1 1/2" 3 3/4"

3 3/4" 1 1/2"

MESSAGE LAYOUT A

MESSAGE LAYOUT C

MESSAGE LAYOUT B

MESSAGE LAYOUT D

QQW Y

MESSAGE

LAYOUT A

MESSAGE

LAYOUT B

SCALE:2

NC-07.02

WATER SPIGOT INSTRUCTIONAL SIGN

N.T.S.

HELVETICA TYPE FACE

1/

2" 2"

1/

2"

1/ 2"1

1/ 2"

1/

2"

BASE BID SECTION

MARKER PANELS

BID OPTION SECTION

MARKER PANELS

SIDE VIEW

E.Q.

FRONT VIEW

8'-0"

NOTES:

1. SEE SPECIFICATIONS FOR ADDITIONAL

BENCH INFORMATION

6'-01 2"

E.Q.

1' -5

SE

AT

H

EI

G H

T

2' -7

1 4" H

EI

G H

T

2'-03 8"

REINFORCED PEDESTRIAN

CONCRETE PAVING, SEE

CS500 SERIES

REINFORCED PEDESTRIAN

CONCRETE PAVING, SEE

CS500 SERIES

SEE ENLARGEMENT

FOR ANCHOR DETAIL

BENCH &

CONCRETE PAD

CL

3"

ANCHORING DETAIL

ENLARGEMENT

1 4" T

YP

4" THICK NEOPRENE

WASHER, BELOW

EACH BENCH FOOT

NEOPRENE WASHER

3/8" X 3" LONG S.S.

EXPANSION BOLT WITH S.S.

ACORN TOP NUT &

WASHER AND ACCORDING

TO MANUFACTURER'S

RECOMMENDATIONS.

ANCHORS SHALL BE

VANDAL RESISTANT WITH

THREAD LOCK.

FOOT OF

BENCH

1'-0"

MIN.

2'-2"

BENCH &

CONCRETE PAD

CL

1' -0

M

IN

6" M

IN

ANCHOR BOLTS,

BELOW REFER TO

ENLARGEMENT

COLOR TO BE

POWDER- COATED

VICTOR STANLEY

BRONZE OR

APPROVED

EQUIVALENT TO

MATCH EXISTING.

CONSTRUCTION JOINT

8'-0"

4'-0"

4'-0"

1'-6" 1'-6"

1'-9" 1'-9"

6" CLR.,TYP.

1B

LK502

1A

LK502

4'-0"

1' -4

1 4"

1'-6"

2' -0

1'-6"

2' -4

" DR

NRW

DULQN

3"

Trash Flower Vases

Trash

6"

1'-4 14"

R2"

1'-6"

2'-0"

1'-9"

Do Not

Drink

TRASH

RECEPTACLE,

SEE DETAIL

2/LK502

BACK OF CURB OR EDGE

OF COLUMBARIUM COURT

LOCATION REFERENCE POINT

CONCRETE PAVEMENT AT BACK

OF CURB. SEE PLAN

12" X 22" CONCRETE

VALVE BOX WITH METAL LID.

SEE PLANS FOR LOCATION.

COPPER PRESSURE

REDUCING REGULATOR

GATE VALVE

4" 90° ELBOW

3/4" DOMESTIC WATER

SUPPLY LINE

DRAINAGE FILL AREA7-1/2" SQ. CONCRETE SIGN POST

WITH BRASS SPIGOT INSTALLATION.

4" X 3/4" REDUCER

CONCRETE WITH LT.

BROOM FINISH

1'-6"

1'

ARCH. PRE-CAST CONC. POST 7-1/2" SQ. X 7'-6"

W/ 1" CHAMFER @ ALL EXPOSED CORNERS &

3/8" RECESSED AREA (4 1/4" X 6-3/4" X 3/8" DP) (2

SIDES); CAST W/ (3) #3 REBAR EQUALLY

SPACED, FINISH AS SPECIFIED

DRAINAGE FILL (12" MIN. DEPTH),

COMPACTED

FILTER FABRIC,

12" MINIMUM DEPTH

1/2" BRASS TUBING WITH

BRASS 90 DEGREE ELBOW

CONCRETE FOOTING

COMPACTED SUBGRADE

SMOOTH FINISH, SELF

CLOSING BRONZE SPIGOT

SECURE W/ (2) 3/16" X 2" S.S. TAMPER-PROOF SCREWS

& EXPANSION SHIELDS

1/8" THICK ALUMINUM SIGN PANEL; SEE DETAIL 2/LK502.

SEE SPEC FOR MATERIALS & COPY COLOR & FINISH

TRASH AND VASE RECEPTACLES

REINFORCED PEDESTRIAN CONCRETE PAVING,

SEE CS500 SERIES

4" AGGREGATE BASE,

COMPACTED TO 95% RD.

12" X 22" CONCRETE

VALVE BOX WITH METAL LID.

SEE PLANS FOR LOCATION.

FINISHED GRADE

3' -0

TO CENTER OF

RECEPTACLE

PRESSURE REDUCING

REGULATOR

SEE IRRIGATION PLANS FOR

CONNECTION DETAILS

4" 90°

ELBOW

4" X 3/4" REDUCER

GATE VALVE

FLOWER WATER STATION PLAN FLOWER WATER STATION SECTION 1B

2% M

AX

S

LO

PE

EI

TH

ER

D

IR

EC

TI

O

N

7 12"

4" AGGREGATE BASE

DRAINAGE FILL (12" MIN. DEPTH)

FINISHED GRADE

REINFORCED PEDESTRIAN CONCRETE PAVING,

SEE CS500 SERIES

ARCH. PRE-CAST CONC. POST 7 1/2" SQ. X 8'-6"

W/ 1" CHAMFER @ ALL EXPOSED CORNERS & 3/8"

RECESSED AREA (4 1/4" X 2'-9" X 3/8" DP) (2 SIDES);

CAST W/ (3) #3 REBAR EQUALLY SPACED, FINISH AS

SPECIFIED

TRASH AND VASE RECEPTACLES (SHOWN

BEYOND)

1'-2"

SMOOTH FINISH

BRASS SPIGOT

FLUSH CURB OR

COLUMBARIUM COURT

PAVEMENT

FILTER FABRIC,

12" MINIMUM DEPTH

1/2" BRASS TUBING

CONCRETE FOOTING

COMPACTED SUBGRADE

FLOWER WATER STATION SECTION 1A

TO CENTER

OF

RECEPTACLE

SCALE:1

FLOWER WATERING STATION

N.T.S.

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_ fu rn is hi ng s ov er al l.d w js ch m itz av ed :6

/1 8/

:0 lo t:6 /2

2/

:1

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

SIGNAGE & FURNISHINGS

DETAILS

LK502

SCALE:3

6' BENCH WITH BACK

N.T.S.

12"

7 12"

REGULATIONS

FLORAL

BOTTOM VIEWLID PLAN VIEW

NOTES:

1. SEE SPECIFICATIONS FOR METAL TRASH AND FLOWER VASE RECEPTACLES.

2. ONLY SECURE (BOLT DOWN) SITE FURNISHINGS AFTER INFIELD REVIEW AND

WRITTEN APPROVAL OF LOCATIONS BY RE.

LID SECTION A-ASTEEL HANDLE

STAINLESS

STEEL RIVETS

STAINLESS

STEEL PIANO

HINGE; FULL

LENGTH

FLORAL

REGULATIONS

DECAL, PLACED ON

UNDERSIDE OF LID

3/4" SQUARE HOLE

FOR ANCHOR BOLT

VINYL COATED

GALVANIZED

STEEL AIRCRAFT

SECURITY CABLE

A

A

TAPERED

FORMED LID

SPECIAL HINGED LID W/ FLORAL

REGULATIONS DECAL ATTACHED

SEE LID PLAN VIEW AND SECTION

STEEL HANDLE

SCALE:2

TRASH & VASE RECEPTACLE DETAILS

N.T.S.

6"

VASE RECEPTACLE,

SEE DETAIL 2/LK502

3'-0"

JSJL

1'-0"

MIN.

(OPEN COVER FOR REGULATIONS)

4" 1/8" 1/8"

5/8" 5/8"

1"1"

7 1/2"

3/ 8"

R

EC

ES

S, T

YP

AL

L

SI

D

ES

1/

2"

(3) #3 EQUALLY

SPACED REBAR

CAST STONE

MASONRY

POST; LIGHT

SANDBLAST

FINISH

NOTE:

SEE INDIVIDUAL SIGN

TYPE DETAILS FOR

3/8" RECESS HEIGHT

AND LOCATION ON

OVERALL POST

7 1/2"

3 8" C

AH

M

FE

R , T

YP

(A

LL

E D

G

ES

1/

2" 4 5/8"

3/8" RECESS

(BELOW);

ALL SIDES

CAST STONE

MASONRY

POST; LIGHT

SANDBLAST

FINISH

7 1/2"

1"

5 1/2"

CAST STONE

MASONRY POST

WITH 1" CHAMFER

ON ALL SIDES &

TOP; LIGHT

SANDBLAST FINISH

SECTION

PLAN VIEW

TOP ELEVATION

SCALE:4

CAST STONE MASONRY POST DETAIL

N.T.S.

CAST STONE MASONRY COLLAR

CAST STONE MASONRY

POST SET TO FROST LEVEL

FINISHED GRADE

COMPACTED AGGREGATE

SUBGRADE

4" TOPSOIL

SCALE:6

CAST STONE MASONRY POST SETTING DETAIL

N.T.S.

1/

2"

8 1/2"

2' -0

2'-0"

3" 1"

6"

1/ 4"

1/

4"

3/

4"

3/ 4"

SCALE:5

CAST STONE MASONRY CONCRETE COLLAR DETAIL

N.T.S.

3' -6

" M

IN

6"

EDGE OF CONCRETE

PAD TO BE LOCATED

1'-6" FROM ALL BURIALS

4' -0

4'-0"

BACK

FRONT

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_ fu rn is hi ng s ov er al l.d w js ch m itz av ed :6

/1 8/

:0 lo t:6 /2

2/

:1

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

SIGNAGE & FURNISHINGS

DETAILS

LK503

JSJL

MATCH EXISTING

BRACKET STYLE

1-3/4" FENCE RAIL

2-1/2" FENCE POST

1" SQ PICKET

8' O.C.

VARIES WITH HEIGHT

AND RACKING, INSTALL

PER MANUFACTURER

RECOMMENDATION

2" AVG. GAP, TYP.

6'

8"

SCALE:1

DECORATIVE FENCE DETAIL

N.T.S.

6' -0

11 2"

1'-0"

3' -0

3"

ALUMINUM TIES

1' -0

10'-0" MAX. SPACING, TYP.

BLACK VINYL-COATED

GALV. STEEL LINE POST

SLOPE TOP OF FOOTING

TO DRAIN

TENSION WIRE

3 STRANDS OF BARB WIRE

AT 45 DEGREE ANGLE

SCALE:3

CHAIN-LINK FENCE WITH BARBED WIRE DETAIL

N.T.S.

3 34", TYP.

2" HINGE CLEARANCE 2" HINGE CLEARANCE3" LATCH CLEARANCE

12'-0"

2 EQ. GATES

3' MIN.

FOOTING DEPTH

SCALE:2

DECORATIVE DOUBLE SWING GATE DETAIL

N.T.S.

WELDED HINGE BOX

1" SQ PICKET

2" SQ GATE UPRIGHT

2-1/2" GATE POST

1-3/4" FENCE RAIL

1-3/4" GATE RAIL

VARIES WITH HEIGHT

AND RACKING, INSTALL

PER MANUFACTURER

RECOMMENDATION

2" AVG. GAP, TYP.

6'

8"

3 34", TYP.

BLACK VINYL-COATED

END POST

TENSION BAR BANDS

BLACK VINYL-COATED

TOP POST

2" BLACK VINYL-COATED

CHAIN-LINK FENCE, 6'

HEIGHT

2-3/8" CORNER END, OR

PULL POST, TYP.

TENSION WIRE

CONCRETE FOOTER, TYP.

NOTE:

· FENCE COMPONENTS TO BE BLACK IN COLOR.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

o

:\a em

\fo rt-bl is s-gs

-e xp

\p -ft bl is s.

dw jd le on ar d d:

6/

/2

:0 lo t:6 /1

2/

2:

P M

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 # #####

Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

JDL LB

BID DOCUMENTS

OF 78###

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

Ce rti f ie d Irrigation Designer

46102

JO

HN D. LEONARD

I RR

I G AT I O N A S SOC I AT I O

N

2026-06-12

LEGEND

Q

8-2

1.5"

GENERAL DESCRIPTION

GENERAL NOTES

FLAG NOTES

IRRIGATION COVER SHEET

KEYMAP

LI100

SECTION QQ

SECTION WW

SECTION XX

SECTION YY

SECTION TT

SECTION UU

SECTION VV

SECTION Y

SECTION W

EX. SECTION SS

EX. SECTION RR

EX. SECTION PP

EX. SECTION L

EX. SECTION L1

2"

2"

2"

2"

2"

2"

2"

2"

2"

Q

Q

Q

Q

Q

8-5

1.5"

8-7

1.5"

8-9

2"

8-6

1.5"

8-8

2"

8-10

1.5"

8-11

2"

LOCATION OF EXISTING IRRIGATION CONTROLLER

TO BE USED FOR THIS PHASE.

1 1

1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

2.5"

2.5"

2.5"

CONTRACTOR MAY USE EXISTING

SLEEVE FOR TWO DECODER CABLE

1 1 1 1

2"1.5"1.25"

1.25"

1.5"

1.25" 1.25"

2.5"

1.25"

2"

1.25"

2"

1.25"

1.5"

1.25"

1.25"1.25"

1 1

1 1

1 1

1 1

1 1

1 1 1

1 12.5"

2"1.5" 1.5"

2" 1.5" 1.5" 1.25"

1.25"

1 11 1 1

11 11

1 1

1 1 1 1 1

1 11

1 1 1 1

11 1 1 1 1 1 1

1 1 1

1 1 1 1

1 1 1

1 1

1 1

2.5"

2"

1.25"

2" 1.5"1.25"1.25" 1.5"

1.25"

1.25"

1 1 1

1 1

1 1

1 1 1

1 1

2"

1.25" 2"1.5"1.5"

1.25"1.25"

1.25"

2"

2" 1.5"

1.5"

1.25"

1.25"

2.5" 1.25"2"2"

1.5"

1.25"

1.5"

1.25"

1.25"

1 1

BID OPTION: WITHIN BOUNDARY THE INCLUDES THE PROPOSED BURIAL

SECTIONS YY AND XX CONTRACTOR TO PERFORM THE FOLLOWING.

1. BASE BID INCLUDES ALL MAINLINE , MAINLINE VALVES, WIRE

AND REMOTE CONTROL VALVE ASSEMBLIES IN SECTIONS XX

AND YY.

2. CAP REMOTE CONTROL VALVE ASSEMBLIES USING PVC SCH 40

THREADED PLUG AT REMOTE CONTROL VALVE OUTLET.

3. COORDINATE EFFORT WITH LANDSCAPE PLANS FOR OPTION1

PLANTINGS AND SITE FURNISHINGS.

1 1

1 1 1

1 1 1

WELL PUMP HOUSE LOCATION FOR NEW WELL PUMP EXPANSION

TANK

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:

o

:\a em

\fo rt-bl is s-gs

-e xp

\p -ft bl is s.

dw jd le on ar d:

6/

/2

1:

P lo t:6 /2

1/

1:

A M

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 # #####

Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

JDL LB

BID DOCUMENTS

OF 78###

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

Ce rti f ie d Irrigation Designer

46102

JO

HN D. LEONARD

IR

R

I GA T I O N A S SOC I AT I O

N

2026-06-12

IRRIGATION PLAN

LI101

0' 30'15' 60' 90'

1" = 30'

JDL CCT 78 of 155

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

o

:\a em

\fo rt-bl is s-gs

-e xp

\p -ft bl is s.

dw jd le on ar d:

6/

/2

:0 lo t:6 /1

2/

2:

P M

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 # #####

Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

JDL LB

BID DOCUMENTS

OF 78###

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

Ce rti f ie d Irrigation Designer

46102

JO

HN D. LEONARD

I RR

I G AT I O N A S SOC I AT I O

N

2026-06-12

1 AIR VACUUM RELIEF VALVE

ASSEMBLY N.T.S. 2 ISOLATION GATE VALVE

ASSEMBLY N.T.S. 3 QUICK COUPLER VALVE

ASSEMBLY N.T.S.

5 BUBBLER PLACEMENT

DETAIL N.T.S.4 POP-UP BUBBLER

ASSEMBLY N.T.S.

RR

R

R

R

R

R

R

Q

6 PULL BOX

ASSEMBLY N.T.S.

IRRIGATION DETAILS

LI500

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

o

:\a em

\fo rt-bl is s-gs

-e xp

\p -ft bl is s.

dw jd le on ar d:

6/

/2

:0 lo t:6 /1

2/

2:

P M

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 # #####

Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

JDL LB

BID DOCUMENTS

OF 78###

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

Ce rti f ie d Irrigat ion Designer

46102

JO

HN D. LEONARD

I R R

I G A T I O N A S S OC I AT IO

N

2026-06-12

1 REMOTE CONTROL VALVE

ASSEMBLY N.T.S.

2 JOINT RESTRAINT

ASSEMBLY N.T.S. 3 FLOWER WATER STATION

ASSEMBLY N.T.S.

IRRIGATION DETAILS

LI501

3 EXPANSION TANK ASSEMBLY

ASSEMBLY N.T.S.

EXISTING

ADMIN

OFFICER

EXISTING

UNISEX

TOILET

EXISTING

PROGRAM

SPECIALIST

EXISTING

ADMIN

STAFF

EXISTING

STORAGE

EXISTING

RECEPTION

EXISTING

CONFERENCE

EXISTING

CORRIDOR

EXISTING

DIRECTOR

EXISTING

ALCOVE

EXISTING

STAIR

EXISTING

MENS 103

EXISTING

BREAKROOM

28 SF

TE

EXISTING

OPERATIONS

SLOPE DOWN

SLOPE DOWN

EXIT

E X

IT

TRAVEL DISTANCE

56'-3"

APPLICABLE REGULATIONS

2024 NFPA NATIONAL FIRE CODES (EXCEPTION: NFPA 5000 & 900)

2024 NFPA 101 (LIFE SAFETY CODE)

2015 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

(ABAAS), INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN

GUIDE (PG-18-13)

2024 IBC (FOR DESIGN FEATURES NOT ADDRESSED BY NFPA 101)

PROJECT DESCRIPTION

CODE SUMMARY

ADDRESS VARIOUS FACILITY CONDITION ASSESSMENT

DEFICIENCIES FOR THE EXISTING TWO-STORY ADMINISTRATION

BUILDING AT FT. BLISS NATIONAL CEMETERY IN EL PASO, TX.

MODIFICATIONS INCLUDES BUT ARE NOT LIMITED TO CREATING A

SECURE TELECOMMUNICATIONS ENCLOSURE (TE) ROOM WITHIN

THE BUILDING FOOTPRINT, REPLACING BREAKROOM PLUMBING

AND CASEWORK, REPAIRING FLOOR RELATED ISSUES, AND

REPLACING THE ROOF AND GUTTER/DOWNSPOUT SYSTEM IN-KIND

WITH EXISTING.

THERE ARE NO CHANGES TO THE EXISTING TYPE OF

CONSTRUCTION, OCCUPANCY LOAD, BUILDING AREA, BUILDING

HEIGHT, OR PLUMBING FIXTURE COUNTS.

AUTHORITIES HAVING JURISDICTION (AHJ's)

U.S. DEPARTMENT OF VETERANS AFFAIRS (VA)

OSHA STANDARDS

VA SEISMIC DESIGN REQUIREMENTS H-18-8

2023 NATIONAL ELECTRIC CODE (NEC)

ASME BOILER AND PRESSURE VESSEL CODE

ASME CODE FOR PRESSURE PIPING

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AMERICAN CONCRETE INSTITUTE AND COMETARY (ACI 318)

MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE

FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

ENERGY POLICY ACT OF 2005 (EPAct)

DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS

FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE

RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL

BUILDINGS, 10 CFR PARTS 433,434 AND 435

FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE

BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED

IN THE GENERAL REQUIREMENTS SECTION 01 00 01 OF THE VA

MASTER CONSTRUCTION SPECIFICATION

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE

STANDARD 62.1-2022

SAFETY STANDARD FOR REFRIGERATION SYSTEMS - ASHRAE

STANDARD 15 -2024

VA FIRE PROTECTION DESIGN MANUAL, REV NOV 1, 2023

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA

NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER

GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

SEPARATED OCCUPANCIES?

FIRE BARRIER RATING(S) SEE LIFE SAFETY PLAN

OCCUPANCY CLASSIFICATION(S)

OCCUPANCIES

(NFPA 101 TABLE 6.1.14.4.1)

(NFPA 101 CH 39)

NOYES

FIRE RESISTIVE CORRIDORS?

INCIDENTAL USE AREA RATING(S)

MISCELLANEOUS

INTERIOR FINISHES CLASSIFICATION

VA PHYSICAL SECURITY AND RESILIENCE DESIGN MANUAL (PSRDM)

2021 INTERNATIONAL PLUMBING CODE (IPC)

2022 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN

SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1

EXISTING BUSINESS

IBC EQUIVALENT

(IBC 503)

B, BUSINESS

NO

TRAVEL DISTANCES, UNPROTECTED

MAX TRAVEL DISTANCE:

(NFPA 101 SECTION 39.2.6.2)

200 FT

MAX COMMON PATH OF TRAVEL:

(NFPA 101 SECTION 39.2.5.2.3)

75 FT

MAX DEADEND CORRIDOR:

(NFPA 101 SECTION 39.2.5.3)

50 FT

N/A

FLOORS IN EXIT ENCLOSURES OR EXIT ACCESS CORR N/A

FLOORS IN ALL OTHER AREAS

WALL/CEILING IN EXIT ENCLOSURES OR ACCESS CORR

WALL/CEILING IN OTHER AREAS

I OR II

A OR B

A, B OR C

TESTRATING (HRS)

ALLOWABLE ACTUAL

EXTERIOR DOORS AND WINDOWS

SHAFTS AND EXIT PASSAGEWAYS

OTHER

ROOF CONSTRUCTION

PRIME & SEC. FLOOR BEAMS, JOISTS

FLOOR/CEILING ASSEMBLY

FLOOR CONSTRUCTION

INTERIOR

NON-BEARING WALLS AND PARTITIONS

BEARING WALLS

COLUMNS

GIRDERS

TRUSSES

ROOF/CEILING ASSEMBLY

PRIME & SEC. ROOF BEAMS, JOISTS

EXTERIOR

INTERIOR BEARING WALLS

EXTERIOR BEARING WALLS

STRUCTURAL FRAME

IBC EQUIVALENT

FIRE-RESISTIVE REQUIREMENTS

TYPE(S) OF CONSTRUCTION

ACTUAL AREA PER FLOOR (INCLUDES AREA UNDER ROOF)

CONSTRUCTION TYPE(S)

BASEMENT

See Life Safety Plan

2,050 SF 9,000 SF

0 N/A

(NFPA 220 TABLE 4.1.1) V(000)

(IBC TABLE 506.2) VB

(IBC TABLE 506.2)

(NFPA 220 TABLE 4.1.1)

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

FIRST FLOOR 2,741 SF 9,000 SF

LIFE SAFETY SYMBOLS

SMOKE TIGHT

ASSEMBLY

1 HOUR FIRE

BARRIER

2 HOUR FIRE

BARRIER

TRAVEL DISTANCE

100'-10"

TRAVEL DISTANCE

EA

ED

EXIT EXIT

EXIT DISCHARGE

EXIT ACCESS

FIRE

EXTINGUISHER

FE

FIRE

EXTINGUISHER

CABINET

FEC

LIMITS OF

CONSTRUCTION

NOTE: NOT ALL SYMBOLS MY BE USED ON EACH PLAN

SHAFT

ADJACENT SYMBOLS SHOW PARTITION RATING AND

DAMPER REQUIREMENTS

HAZARDOUS USE

ADJACENT SYMBOLS SHOW PARTITION RATING.

OPENINGS REQUIRE CLOSER & LATCH

CORRIDOR

COMMON PATH OF

TRAVEL100'-10"

CPOT

EXIT LIGHT

NIC

SITE KEY MAP NTS

ADMIN BUILDING -2101

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

NOT SPRINKLERED

Office of Construction and Facilities Management

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

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

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

FIRE / L0W VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

CHRISTINA MCDANIEL

06/15/2026

52909

C U s e rs \P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

-A D

M

IN

-A -R c m c d a n ie l@ a e

-m n

.c o m .r v t

/1

/2

:5

:2

P

M

2101- GI111

ADMIN BLDG - FIRST LEVEL LIFE SAFETY

PLAN

FT BLISS NATIONAL CEMETERY

EXPANSION

5200 FRED WILSON AVENUE, EL PASO,TEXAS

886CM3026

JUNE 15, 2026 CM RG

18528

1/4" = 1'-0"

FIRST LEVEL LIFE SAFETY PLAN

0 4' 8'2'

Revisions: Date: 81…

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File details come from the government source that posted it. Updated .