36C78619B0019-012.pdf

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MAY 30, 2019 RPP MAC

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

Phone: 304-725-8456 www.gordon.us.com

Dwg. of 45

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT BLISS NATIONAL CEMETERY

GRAVESITE DEVELOPMENT

886CM3024BID DOCUMENTS

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CRYPT AND BURIAL SECTION

DETAILS

DT501

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ES I T E GR I D MONUM

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

EL PASO, TEXAS

MAY 30, 2019 RPP MAC

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

Phone: 304-725-8456 www.gordon.us.com

Dwg. of 45

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT BLISS NATIONAL CEMETERY

GRAVESITE DEVELOPMENT

886CM3024BID DOCUMENTS

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CRYPT AND BURIAL SECTION

DETAILS

DT502

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

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F

A

B

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

EL PASO, TEXAS

MAY 30, 2019 RPP MAC

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

Phone: 304-725-8456 www.gordon.us.com

Dwg. of 45

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT BLISS NATIONAL CEMETERY

GRAVESITE DEVELOPMENT

886CM3024BID DOCUMENTS

Fi le

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DT503

SITE DETAILS

Project Title

Location

Issue Date Checked Drawn

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B

C

D

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F

A

B

C

D

E

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

EL PASO, TEXAS

MAY 30, 2019 RPP MAC

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

Phone: 304-725-8456 www.gordon.us.com

Dwg. of 45

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT BLISS NATIONAL CEMETERY

GRAVESITE DEVELOPMENT

886CM3024BID DOCUMENTS

Fi le

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DT504

RETAINING WALL DETAILS

Project Title

Location

Issue Date Checked Drawn

A

B

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D

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A

B

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D

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

EL PASO, TEXAS

MAY 30, 2019 RPP MAC

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

Phone: 304-725-8456 www.gordon.us.com

Dwg. of 45

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT BLISS NATIONAL CEMETERY

GRAVESITE DEVELOPMENT

886CM3024BID DOCUMENTS

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DT505

STORM DRAINAGE PROFILES &

DETAILS

STORM PROFILES

SCALE:

1"=50' HORIZONTAL

1"=5' VERTICAL

Project Title

Location

Issue Date Checked Drawn

A

B

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A

B

C

D

E

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

EL PASO, TEXAS

MAY 30, 2019 RPP MAC

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

Phone: 304-725-8456 www.gordon.us.com

Dwg. of 45

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT BLISS NATIONAL CEMETERY

GRAVESITE DEVELOPMENT

886CM3024BID DOCUMENTS

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DRAIN BASIN INLINE DRAIN

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

NON TRAFFIC INSTALLATION

TOP SOIL

GRATE/COVER

TOP SOIL

GRATE/COVER

4" MIN ON 8" - 24"

6" MIN ON 30"

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

(5) ADAPTER

ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

18" MIN WIDTH GUIDELINE

8" MIN THICKNESS GUIDELINE

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. BASED ON

MANUFACTURING REQ.)

4" MIN

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(MIN. MANUFACTURING

REQ. SAME AS MIN. SUMP)

(3) VARIABLE INVERT HEIGHTS

AVAILABLE (ACCORDING TO

PLANS/TAKE OFF)

NYLOPLAST 12" DRAIN BASIN: 2812AG _ _ X

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:

4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

(1, 2) INTEGRATED DUCTILE IRON

FRAME & COVER TO MATCH BASIN O.D.

1 - SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,

WITH THE EXCEPTION OF THE BRONZE GRATE.

2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.

RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.

SEE DRAWING NO. 7001-110-065

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER.

5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM

ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.

TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR

GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE

DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,

TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.

SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

1299CGC

APPROX. WEIGHT WITH FRAME = 39.90 LBS

HINGED COVER

FOR EASY ACCESS

DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

DIMENSIONS ARE IN INCHES

GRATE MEETS H-20 LOAD RATING

QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05

PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT

LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.

7001-110-033

13.56

13.38

3.56 1.81

25.25 11

8.25

1 - SEE DRAWING NO. 7001-110-364 FOR ADS/HANCOR

N-12 HP BELL INFORMATION

2 - SEE DRAWING NO. 7003-110-031 FOR WATER TIGHT

SWAGE JOINT DETAIL

3 - DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

4 - DIMENSIONS ARE IN INCHES

1 - SEE DRAWING NO. 7001-110-364 FOR ADS/HANCOR

N-12 HP BELL INFORMATION

2 - DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

3 - DIMENSIONS ARE IN INCHES

11.00

11.00

25.25 11

5.25

1 - SEE DRAWING NO. 7001-110-364 FOR ADS/HANCOR

N-12 HP BELL INFORMATION

2 - SEE DRAWING NO. 7003-110-031 FOR WATER TIGHT

SWAGE JOINT DETAIL

3 - DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

4 - DIMENSIONS ARE IN INCHES

18.00

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

INVERT ACCORDING TO

PLANS/TAKE OFF

NYLOPLAST 12" INLINE DRAIN: 2712AG _ _ X

(3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:

4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

(CORRUGATED HDPE SHOWN)

1 - SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,

WITH THE EXCEPTION OF THE BRONZE GRATE.

2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER.

4 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY.

5 - DIMENSIONS ARE IN INCHES

6 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 & HANCOR DUAL WALL BELL

INFORMATION & DRAWING NO. 7001-110-364 FOR N-12 HP BELL INFORMATION.

(B)

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

ADAPTER SIZE B

4" 10.50 6" 11.50 8" 11.50

10" 11.25 12" 6.00

18" MIN WIDTH GUIDELINE

8" MIN THICKNESS GUIDELINE

(1, 2) INTEGRATED DUCTILE IRON

FRAME & COVER TO MATCH BASIN O.D.

TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR

GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE

DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,

TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.

SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.

DT506

STORM DRAINAGE DETAILS

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

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F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

EL PASO, TEXAS

MAY 30, 2019 RPP MAC

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

Phone: 304-725-8456 www.gordon.us.com

Dwg. of 45

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT BLISS NATIONAL CEMETERY

GRAVESITE DEVELOPMENT

886CM3024BID DOCUMENTS

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STORM DRAINAGE DETAILS

DT507

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

EL PASO, TEXAS

MAY 30, 2019 RPP MAC

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

Phone: 304-725-8456 www.gordon.us.com

Dwg. of 45

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT BLISS NATIONAL CEMETERY

GRAVESITE DEVELOPMENT

886CM3024BID DOCUMENTS

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CI101

SITE SIGNAGE PLAN

KEY MAP

(NOT TO SCALE)

NOTES:

Project Title

Location

Issue Date Checked Drawn

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

EL PASO, TEXAS

MAY 30, 2019 RPP MAC

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

Phone: 304-725-8456 www.gordon.us.com

Dwg. of 45

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT BLISS NATIONAL CEMETERY

GRAVESITE DEVELOPMENT

886CM3024BID DOCUMENTS

Fi le

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CI501

SITE SIGNAGE DETAILS

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

EL PASO, TEXAS

MAY 30, 2019 RPP MAC

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

Phone: 304-725-8456 www.gordon.us.com

Dwg. of 45

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT BLISS NATIONAL CEMETERY

GRAVESITE DEVELOPMENT

886CM3024BID DOCUMENTS

Fi le

P at h:

G

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CI502

SITE SIGNAGE DETAILS

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

EL PASO, TEXAS

MAY 30, 2019 RPP MAC

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

Phone: 304-725-8456 www.gordon.us.com

Dwg. of 45

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT BLISS NATIONAL CEMETERY

GRAVESITE DEVELOPMENT

886CM3024BID DOCUMENTS

Fi le

P at h:

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-0

1-

LS

-1

.D

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LS101

LANDSCAPE PLAN

KEY MAP

(NOT TO SCALE)

DECIDUOUS TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY

PC Pistacia chinensis Chinese Pistache 3" Cal. B&B 8

QG Quercus gravesii Chisos Red Oak 3" Cal. B&B 2

FLOWERING TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY

FO Fraxinus oxycarpa `Raywood` TM Raywood Ash 3" Cal. B&B 2

QF Quercus fusiformis Texas Live Oak 3" Cal. B&B 3

SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY

JP Juniperus chinensis `Parsonii` Parsoni Juniper 5 gal. Pot 2

JT Juniperus chinensis `Torulosa` Hollywood Juniper 5 gal. Pot 1

JB Juniperus sabina `Buffalo` Buffalo Juniper 5 gal. Pot 2

LC Lantana camara `Confetti` Confetti Lantana 5 gal. Pot 5

LM Lavandula angustifolia `Munstead` Munstead English Lavender 5 gal. Pot 8

LG Leucophyllum frutescens `Green Cloud` TM Green Cloud Texas Ranger 5 gal. Pot 2

LL Leucophyllum laevigatum Chihuahuan Sage 5 gal. Pot 4

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

EL PASO, TEXAS

MAY 30, 2019 RPP MAC

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

Phone: 304-725-8456 www.gordon.us.com

Dwg. of 45

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT BLISS NATIONAL CEMETERY

GRAVESITE DEVELOPMENT

886CM3024BID DOCUMENTS

Fi le

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-0

1-

LS

-1

.D

W G

LS102

LANDSCAPE PLAN - ALTERNATE 1

KEY MAP

(NOT TO SCALE)

DECIDUOUS TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY

FG Fraxinus velutina `Glabra` Arizona Ash 3" Cal. B&B 2

PC Pistacia chinensis Chinese Pistache 3" Cal. B&B 5

QG Quercus gravesii Chisos Red Oak 3" Cal. B&B 2

FLOWERING TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY

FO Fraxinus oxycarpa `Raywood` TM Raywood Ash 3" Cal. B&B 1

QF Quercus fusiformis Texas Live Oak 3" Cal. B&B 2

SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY

AE Abelia x grandiflora `Edward Goucher` Glossy Abelia 5 gal. Pot 6

CC Chaenomeles x `Contorta Orange` Flowering Quince 5 gal. Pot 2

FL Forsythia x intermedia `Lynwood Gold` Lynwood Gold Forsythia 5 gal. Pot 1

JP Juniperus chinensis `Parsonii` Parsoni Juniper 5 gal. Pot 2

JT Juniperus chinensis `Torulosa` Hollywood Juniper 5 gal. Pot 1

LM Lavandula angustifolia `Munstead` Munstead English Lavender 5 gal. Pot 3

LG Leucophyllum frutescens `Green Cloud` TM Green Cloud Texas Ranger 5 gal. Pot 2

LL Leucophyllum laevigatum Chihuahuan Sage 5 gal. Pot 4

MR Muhlenbergia capillaris `Regal Mist` TM Regal Mist 5 gal. Pot 7

NO Nerium oleander Oleander 5 gal. Pot 1