04_46-60_851PC2048_HNC_BD_Plans.pdf

PDF 11 MB Posted Jul 10, 2020

Attached to: Y1PC--Houston National Cemetery Phase 5 Expansion
Solicitation number: 36C10F20R0055
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

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Written by GovTribe AI · Dec 27, 2023

This federal solicitation seeks proposals for the Phase 5 expansion of the Houston National Cemetery in Houston, Texas. The project includes developing approximately 50 acres of land to construct additional gravesites, roads, parking, utilities and other site improvements. Specifically, the project requires the development of approximately 14,000 pre-placed crypt full casket gravesites, 350 oversize pre-placed crypt casket gravesites, 2,000 traditional in-ground cremains sites, and 8,000 columbarium niches. Additional requirements include a 300-gravesite Hybrid Natural Memorial Wall and Ossuary, new entrance gate, updated irrigation system with new well and pond, and an improved drainage system. Proposals are due by August 10, 2020. The solicitation is set aside for Service-Disabled Veteran Owned Small Businesses with an estimated construction cost between $20-50 million. The soliciting agency is the Department of Veterans Affairs Office of Construction and Facilities Management.

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SECTION 12

2,856 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

SECTION 10

350 OVERSIZED

DOUBLE-DEPTH

PRE-PLACED CRYPTS

(4'X10' PLOTS)

NEW ROAD 'A'

NEW

TRAFFIC CIRCLE

8+00 9+00

10+00 11+00 12+00

0+00

2+00

3+00

6+0026+28

4:1 MAX

4:1

MAX

4:1 M

8' WIDE EMBANKMENT

TOP OF EMBANKMENT

ELEV.=91.5

POND B

BOTTOM ELEV=82.00

NORMAL WSE=86.79

100-YR WSE=90.84

TOP ELEV=91.50

NORMAL

WSE=86.79

@10:1 SLOPE

4:1 4:1

4" PERF.

HDPE

UNDRN

(TYP.)

4" PERF.

HDPE UNDRN

(TYP.)

4" PERF.

HDPE UNDRN

(TYP.)

4" PERF.

HDPE UNDRN

(TYP.)

8' WIDE EMBANKMENT

TOP OF EMBANKMENT

ELEV.=91.5

POND C

BOTTOM ELEV=82.00

NORMAL WSE=86.79

100-YR WSE=90.71

TOP ELEV=91.50

CONTRACTOR TO LOCATE THE EXISTING 24"

PIPE AND PLACE NEW 36" DUAL EQUALIZATION

PIPES PARALLEL TO THE EXISTING PIPE AND

MAINTAIN 10' OF CLEARANCE FROM THE EX. PIPE

TO THE PR. PIPE. NEW 36" PIPES TO EXTEND TO

THE SAME LENGTH AS THE EX. 24" PIPE.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

GRADING AND DRAINAGE PLAN

AREA 8

CG108

KEY MAP

(NOT TO SCALE)

1 2

7 8A

REINFORCED GRASSED

SPILLWAY ARMORING

GRAPHIC LEGEND:

LIMITS OF WORK

PRE-PLACED CRYPTS

PERIMETER CRYPT

INTERIOR CRYPT

NEW STORM SEWER

CRYPT UNDER DRAIN

PROPOSED GROUND

ELEVATION*

MATCH EXISTING

GROUND ELEVATION*

PROPOSED TOP

OF CURB ELEVATION

MATCH EXISTING TOP

OF CURB ELEVATION

NEW STORM STRUCTURE

DRAINAGE FLOW ARROW

*WHEN SHOWN LABELING CURB AND GUTTER, THIS

ELEVATION DENOTES THE FLOW LINE ELEVATION.

GRADING NOTES:

1. ALL GRAVESITE GRID MONUMENTS SHOWN SHALL BE LAID OUT BY A

LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR, USING

COORDINATES & BEARINGS SHOWN.

2. COORDINATE INFORMATION SHOWN IS BASED ON THE HORIZONTAL

DATUM TEXAS STATE PLANE SOUTH CENTRAL ZONE NAD83 AND

VERTICAL DATUM NAVD88.

3. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL

UNDERGROUND UTILITIES AND NOTIFY THE VA IN THE EVENT

ADJUSTMENTS ARE REQUIRED TO ENSURE THE IMPROVEMENTS ARE

CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS

PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

AREA 8B

AREA 8A

GRADING KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL/PG

CONTRACTOR TO PROVIDE

30' TRANSITION CURVE AROUND RIDGE LINE

AutoCAD SHX Text M11B

AutoCAD SHX Text

BM11

AutoCAD SHX Text M11A

AutoCAD SHX Text M10A

AutoCAD SHX Text

BM10

AutoCAD SHX Text M10B

AutoCAD SHX Text APPROXIMATE LOCATION OF 24" SD PIPE. @82.00 (0% SLOPE) (PIPE UNDER WATER, SHOWN PER VA PROJECT #851CM2043 RECORD DRAWINGS)

AutoCAD SHX Text

AutoCAD SHX Text 91.5

AutoCAD SHX Text

AutoCAD SHX Text 91.5

AutoCAD SHX Text

IRRIGATION/DETENTION POND 'C' HC PROJECT# 2008130

AutoCAD SHX Text APPROXIMATE LOCATION OF 24" SD PIPE. @82.00 (0% SLOPE) (PIPE UNDER WATER, SHOWN PER VA PROJECT #851CM2043 RECORD DRAWINGS)

AutoCAD SHX Text

AutoCAD SHX Text 91.5

AutoCAD SHX Text

AutoCAD SHX Text 91.5

AutoCAD SHX Text

AutoCAD SHX Text 91.5

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

MATCHLINE SEE SHEET CG107CG107

AutoCAD SHX Text

MATCHLINE SEE SHEET CG105CG105

AutoCAD SHX Text

AutoCAD SHX Text 5±

AutoCAD SHX Text

GS-ME

AutoCAD SHX Text

AutoCAD SHX Text 0±

AutoCAD SHX Text

TC-ME

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 30'

AutoCAD SHX Text

MATCHLINE SEE SHEET THIS SHEET

AutoCAD SHX Text

MATCHLINE SEE SHEET CG109CG109

AutoCAD SHX Text

MATCHLINE SEE SHEET THIS SHEET

AutoCAD SHX Text

DT503

SECTION GB

300 HYBRID NATURAL

(GREEN) BURIAL SECTION

(5'X10' PLOTS)

2% MIN.

REPAIR EXISTING TRASH

RACK (SEE SPECS)

POND C

BOTTOM ELEV=82.00

NORMAL WSE=86.79

100-YR WSE=90.71

TOP ELEV=91.50

CONTRACTOR SHALL NOT DO ANY

WORK SOUTH OF EXISTING

CEMETERY FENCE.

1+87

CONTRACTOR SHALL NOT DO ANY

WORK SOUTH OF EXISTING

CEMETERY FENCE.

EXPANSION

JOINT (TYP.)

CONTROL

JOINT (TYP.)

REMOVE EXISTING STORM SEWER

AND REPLACE WITH CLASS III RCP

STORM SEWER. CONTRACTOR TO

REGRADE TO MATCH EXISTING

ELEVATIONS.

CONTRACTOR TO MATCH EXISTING

INVERT ELEVATION.

CONTRACTOR TO MATCH EXISTING

INVERT ELEVATIONS.

CONTRACTOR TO MATCH EXISTING

INVERT ELEVATIONS.

REMOVE EXISTING STORM SEWER

AND REPLACE WITH CLASS III RCP

STORM SEWER. CONTRACTOR TO

REGRADE TO MATCH EXISTING

ELEVATIONS.

GRADING AND DRAINAGE PLAN

AREA 9

CG109

KEY MAP

(NOT TO SCALE)

1 2

7 8A

REINFORCED GRASSED

SPILLWAY ARMORING

GRAPHIC LEGEND:

LIMITS OF WORK

PRE-PLACED CRYPTS

PERIMETER CRYPT

INTERIOR CRYPT

NEW STORM SEWER

CRYPT UNDER DRAIN

PROPOSED GROUND

ELEVATION*

MATCH EXISTING

GROUND ELEVATION*

PROPOSED TOP

OF CURB ELEVATION

MATCH EXISTING TOP

OF CURB ELEVATION

NEW STORM STRUCTURE

DRAINAGE FLOW ARROW

*WHEN SHOWN LABELING CURB AND GUTTER, THIS

ELEVATION DENOTES THE FLOW LINE ELEVATION.

GRADING NOTES:

1. ALL GRAVESITE GRID MONUMENTS SHOWN SHALL BE LAID OUT BY A

LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR, USING

COORDINATES & BEARINGS SHOWN.

2. COORDINATE INFORMATION SHOWN IS BASED ON THE HORIZONTAL

DATUM TEXAS STATE PLANE SOUTH CENTRAL ZONE NAD83 AND

VERTICAL DATUM NAVD88.

3. CONTRACTOR SHALL PERFORM UTILITY LOCATION FOR ALL

UNDERGROUND UTILITIES AND NOTIFY THE VA IN THE EVENT

ADJUSTMENTS ARE REQUIRED TO ENSURE THE IMPROVEMENTS ARE

CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS

PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

AREA 9A AREA 9B

AREA 9C

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

AutoCAD SHX Text SD MANHOLE TOP RIM ELEV: 89.75' INV. IN ELEV (N): 86.17' INV. OUT ELEV (S): 86.10'

AutoCAD SHX Text

SD SAFETY END TREATMENT 18" HDPE PIPE FL ELEV: 86.79'

AutoCAD SHX Text

IRRIGATION/DETENTION POND 'C' HC PROJECT# 2008130

AutoCAD SHX Text

HCFCD UNIT NO. P118-31-00

AutoCAD SHX Text APPROXIMATE LOCATION OF IRREGULAR EXISTING HCFCD DRAINAGE EASEMENT W/D H.C.C.F. NO. R882145

AutoCAD SHX Text

EXISTING STORM SEWER OUTFALL HC PROJECT# 2008130

AutoCAD SHX Text

AutoCAD SHX Text APROXIMATE LOCATION OF IRREGULAR EXISTING HCFCD DRAINAGE EASEMENT W/D H.C.C.F. NO. R882145

AutoCAD SHX Text

HCFCD UNIT NO. P118-31-00

AutoCAD SHX Text

SD MANHOLE/CURB INLET TOP RIM ELEV: 97.22' FLOODED

AutoCAD SHX Text

SD 24" HDPE FL ELEV: 90.49'

AutoCAD SHX Text

SD MANHOLE/CURB INLET TOP RIM ELEV: 96.59' FLOODED

AutoCAD SHX Text

SD MANHOLE/CURB INLET TOP RIM ELEV: 96.49' FLOODED

AutoCAD SHX Text

SD MANHOLE TOP RIM ELEV: 97.08' FLOODED

AutoCAD SHX Text

AutoCAD SHX Text S1

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text 5±

AutoCAD SHX Text

GS-ME

AutoCAD SHX Text

AutoCAD SHX Text 0±

AutoCAD SHX Text

TC-ME

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 30'

AutoCAD SHX Text

MATCHLINE SEE SHEET CG108CG108

SECTION 19

1,000 IN-GROUND

CREMAINS SITES

(4'X4' PLOTS)

MEMORIAL DRIVE EXTENSION

SECTION 20

1,000 IN-GROUND

CREMAINS SITES

(4'X4' PLOTS)

MEMORIAL DRIVE EXTENSION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

BURIAL SECTION GRADING

ENLARGMENT SECTION 19 AND 20

CG110

LEGEND:

GRADING NOTES:

AutoCAD SHX Text

SM19A

AutoCAD SHX Text

SM19B

AutoCAD SHX Text

FINISHED GRADE PITCH: 2.1% N31° 21' 40.6"E

AutoCAD SHX Text

SM20B

AutoCAD SHX Text

FWS-5

AutoCAD SHX Text

SM20A

AutoCAD SHX Text

FINISHED GRADE PITCH: 2.0% N28° 31' 47.3"E

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 10'

AutoCAD SHX Text

IN-GROUND CREMAINS PLOTS

AutoCAD SHX Text

GRAVESITE GRID MONUMENT

AutoCAD SHX Text

PRE-PLACED CRYPTS

AutoCAD SHX Text

SECTION MARKER

AutoCAD SHX Text

PERIMETER CRYPT (TYP.)

AutoCAD SHX Text

INTERIOR CRYPT (TYP.)

AutoCAD SHX Text

LIMITS OF WORK

AutoCAD SHX Text

ELEVATION LABEL

AutoCAD SHX Text

FINISHED GRADE ELEVATION

AutoCAD SHX Text

TOP OF CRYPT LID ELEVATION

AutoCAD SHX Text

EXISTING CONTOUR (5' INTERVAL)

AutoCAD SHX Text

EXISTING CONTOUR (1' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (5' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (1' INTERVAL)

AutoCAD SHX Text

1. CONTRACTOR TO PROVIDE AMENDED SOILS ABOVE CRYPTS. 2. CONTRACTOR SHALL PROVIDE, AS A SUBMITTAL, A PROPOSED PLAN FOR CONSTRUCTING AND PERFORMING THE GRADING IN CRYPT FIELDS TO THE CEMETERY DIRECTOR FOR REVIEW AND APPROVAL. PLAN TO ADDRESS ANY POTENTIAL RAIN IMPACTS DURING EXCAVATION OF THE CRYPT FIELDS. 3. NO BACKFILL SHALL BE PLACED ON THE CRYPTS PRIOR TO BEING INSPECTED AND ACCEPTED BY THE RE THAT THE LID AND CRYPT NUMBERS MATCH.

AutoCAD SHX Text

FG 100.00 TL 98.25

AutoCAD SHX Text

LIMITS OF GRADING

AutoCAD SHX Text

UNDERDRAIN INVERT

AutoCAD SHX Text

INV

AutoCAD SHX Text

CLEANOUT INVERT OUT AND FINISHED GRADE ELEVATION LABEL

FG 100.00 INV=91.75

SECTION 14

2,832 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

84.50'-4" HDPE PERFORATED

PIPE @ 0.80%

72.07'-4" HDPE PERFORATED

PIPE @1.60%

MEMORIAL DRIVE

EXTENSION

.25

° B

.5°

178.00'-HDPE PERFORATED

PIPE @ 1.22%

95.60'-4" HDPE PERFORATED

PIPE @ 0.80%

95.60'-4" HDPE PERFORATED

PIPE @ 0.80%

96.50'-4" HDPE PERFORATED

PIPE @ 0.80%

30° BEND

11.25° BEND

45° BEND

45° BEND 45° BEND

45° BEND

SECTION 14

2,832 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

96.50'-4" HDPE PERFORATED

PIPE @ 0.80%

95.60'-4" HDPE PERFORATED

PIPE @ 0.80%

96.44'-4" HDPE PERFORATED

PIPE @ 0.80%

83.70'-4" HDPE PERFORATED

PIPE @ 0.80%

45° BEND

30° BEND

15.33'-4" HDPE PIPE

45° BEND

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

BURIAL SECTION GRADING

ENLARGEMENT SECTION 14

CG111

LEGEND:

GRADING NOTES:

AutoCAD SHX Text

SM14A

AutoCAD SHX Text

FWS-4

AutoCAD SHX Text

SM14B

AutoCAD SHX Text

SM19A

AutoCAD SHX Text

FINISHED GRADE/ SUBGRADE PITCH: 2.1% S70° 14' 38.6"E

AutoCAD SHX Text

FINISHED GRADE/ SUBGRADE PITCH: 2.1% S64° 05' 19.1"W

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 10'

AutoCAD SHX Text

MATCHLINE SEE RIGHT

AutoCAD SHX Text

MATCHLINE SEE LEFT

AutoCAD SHX Text

GRAVESITE GRID MONUMENT

AutoCAD SHX Text

PRE-PLACED CRYPTS

AutoCAD SHX Text

SECTION MARKER

AutoCAD SHX Text

PERIMETER CRYPT (TYP.)

AutoCAD SHX Text

INTERIOR CRYPT (TYP.)

AutoCAD SHX Text

LIMITS OF WORK

AutoCAD SHX Text

ELEVATION LABEL

AutoCAD SHX Text

FINISHED GRADE ELEVATION

AutoCAD SHX Text

TOP OF CRYPT LID ELEVATION

AutoCAD SHX Text

EXISTING CONTOUR (5' INTERVAL)

AutoCAD SHX Text

EXISTING CONTOUR (1' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (5' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (1' INTERVAL)

AutoCAD SHX Text

FG 100.00 TL 98.25

AutoCAD SHX Text

LIMITS OF GRADING

AutoCAD SHX Text

UNDERDRAIN INVERT

AutoCAD SHX Text

INV

AutoCAD SHX Text

CLEANOUT INVERT OUT AND FINISHED GRADE ELEVATION LABEL

SECTION 22

2,992 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

8.7

8'- 4"

.50

'-4 " H

8.5

0'- 4"

6.5

0'- 4"

2.5

0'- 4"

0.5

0'- 4"

0.5

0'- 4"

0.5

0'- 4"

91.47'-4" HDPE PERFORATED

PIPE @

1.60%

45° BEND

45° BEND 45° BEND 45° BEND

45° BEND

22.5° BEND

11.25° BEND

20.24'-4"

HDPE PIPE

.07

'-4 " H

1.6 0%

22.5° BEND

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

BURIAL SECTION GRADING

ENLARGEMENT SECTION 22

CG112

LEGEND:

GRADING NOTES:

AutoCAD SHX Text

SM22B

AutoCAD SHX Text

FINISHED GRADE/ SUBGRADE PITCH: 2.3% S41° 55' 20.3"W

AutoCAD SHX Text

FINISHED GRADE/ SUBGRADE PITCH: 2.3% S48° 04' 39.7"E

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 10'

AutoCAD SHX Text

MATCH LINE SEE BELOW

AutoCAD SHX Text

GRAVESITE GRID MONUMENT

AutoCAD SHX Text

PRE-PLACED CRYPTS

AutoCAD SHX Text

SECTION MARKER

AutoCAD SHX Text

PERIMETER CRYPT (TYP.)

AutoCAD SHX Text

INTERIOR CRYPT (TYP.)

AutoCAD SHX Text

LIMITS OF WORK

AutoCAD SHX Text

ELEVATION LABEL

AutoCAD SHX Text

FINISHED GRADE ELEVATION

AutoCAD SHX Text

TOP OF CRYPT LID ELEVATION

AutoCAD SHX Text

EXISTING CONTOUR (5' INTERVAL)

AutoCAD SHX Text

EXISTING CONTOUR (1' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (5' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (1' INTERVAL)

AutoCAD SHX Text

FG 100.00 TL 98.25

AutoCAD SHX Text

LIMITS OF GRADING

AutoCAD SHX Text

UNDERDRAIN INVERT

AutoCAD SHX Text

INV

AutoCAD SHX Text

CLEANOUT INVERT OUT AND FINISHED GRADE ELEVATION LABEL

SECTION 13

2,944 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

4.5

0'- 4"

.50

'-4 " H

.50

'-4 " H

4.5

0'- 4"

4.5

0'- 4"

.50 '-4

" H

9.6

6'- 4"

.97

'-4 " H

1.8

1'- 4"

.81

'-4 " H

45° BEND

44.87'-4" HDPE PIPE

4" HDPE PIPE 4" HDPE PIPE 4" HDPE PIPE 28.97'-4"

HDPE PIPE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

BURIAL SECTION GRADING

ENLARGEMENT SECTION 13

CG113

LEGEND:

GRADING NOTES:

AutoCAD SHX Text

SM13A

AutoCAD SHX Text

SM13B

AutoCAD SHX Text

FINISHED GRADE/ SUBGRADE PITCH: 2.1% N54° 20' 53.7"E

AutoCAD SHX Text

FINISHED GRADE/ SUBGRADE PITCH: 2.1% N60° 31' 14.9"W

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 10'

AutoCAD SHX Text

GRAVESITE GRID MONUMENT

AutoCAD SHX Text

PRE-PLACED CRYPTS

AutoCAD SHX Text

SECTION MARKER

AutoCAD SHX Text

PERIMETER CRYPT (TYP.)

AutoCAD SHX Text

INTERIOR CRYPT (TYP.)

AutoCAD SHX Text

LIMITS OF WORK

AutoCAD SHX Text

ELEVATION LABEL

AutoCAD SHX Text

FINISHED GRADE ELEVATION

AutoCAD SHX Text

TOP OF CRYPT LID ELEVATION

AutoCAD SHX Text

EXISTING CONTOUR (5' INTERVAL)

AutoCAD SHX Text

EXISTING CONTOUR (1' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (5' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (1' INTERVAL)

AutoCAD SHX Text

FG 100.00 TL 98.25

AutoCAD SHX Text

LIMITS OF GRADING

AutoCAD SHX Text

UNDERDRAIN INVERT

AutoCAD SHX Text

INV

AutoCAD SHX Text

CLEANOUT INVERT OUT AND FINISHED GRADE ELEVATION LABEL

(WITHIN 3'X8' PLOTS)

SECTION 23

2,376 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

.50

'-4 " H

.50

'-4 " H

.50

'-4 " H

2.5

0'- 4"

2.5

0'- 4"

.50 '-4

" H

3.0

0'- 4"

45° BEND 45° BEND 45° BEND 45° BEND

45° BEND

45° BEND 45° BEND 45° BEND

35.24'-4" HDPE PIPE

23.24'-4" HDPE PIPE

29.24'-4" HDPE PIPE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

BURIAL SECTION GRADING

ENLARGEMENT SECTION 23

CG114

LEGEND:

GRADING NOTES:

AutoCAD SHX Text

SM23B

AutoCAD SHX Text

SM23A

AutoCAD SHX Text

FINISHED GRADE/ SUBGRADE PITCH: 2.0% N65° 08' 56.7"E

AutoCAD SHX Text

FINISHED GRADE/ SUBGRADE PITCH: 2.0% N58° 59' 37.3"E

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 10'

AutoCAD SHX Text

GRAVESITE GRID MONUMENT

AutoCAD SHX Text

PRE-PLACED CRYPTS

AutoCAD SHX Text

SECTION MARKER

AutoCAD SHX Text

PERIMETER CRYPT (TYP.)

AutoCAD SHX Text

INTERIOR CRYPT (TYP.)

AutoCAD SHX Text

LIMITS OF WORK

AutoCAD SHX Text

ELEVATION LABEL

AutoCAD SHX Text

FINISHED GRADE ELEVATION

AutoCAD SHX Text

TOP OF CRYPT LID ELEVATION

AutoCAD SHX Text

EXISTING CONTOUR (5' INTERVAL)

AutoCAD SHX Text

EXISTING CONTOUR (1' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (5' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (1' INTERVAL)

AutoCAD SHX Text

FG 100.00 TL 98.25

AutoCAD SHX Text

LIMITS OF GRADING

AutoCAD SHX Text

UNDERDRAIN INVERT

AutoCAD SHX Text

INV

AutoCAD SHX Text

CLEANOUT INVERT OUT AND FINISHED GRADE ELEVATION LABEL

SECTION 12

2,856 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

.46

'-4 " H

2.5

0'- 4"

.50

'-4 " H

2.5

0'- 4"

.50 '-4

" H

2.5

0'- 4"

.50 '-4

" H

.32

'-4 " H

202.53-4" HDPE PERFORATED

PIPE @ 1.21%

22.5° BEND

45° BEND

1-4"X4" TEE

1-45° BEND

WYE CONN.

22.5° BEND

1-4"X4" TEE

1-45° BEND

1-4"X4" TEE

1-45° BEND

1-4"X4" TEE

1-45° BEND

11.25° BEND

WYE CONN. WYE CONN. 45° BEND

45° BEND

56.00-4" HDPE PERFORATED

PIPE @ 2.61% 72.00-4" HDPE PERFORATED

PIPE @ 1.94%

96.00-4" HDPE PERFORATED

PIPE @ 1.94%

72.00-4" HDPE PERFORATED

PIPE @ 1.94%

24.00-4" HDPE PERFORATED

PIPE @ 1.94%

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

BURIAL SECTION GRADING

ENLARGEMENT SECTION 12

CG115

LEGEND:

GRADING NOTES:

AutoCAD SHX Text

SM12A

AutoCAD SHX Text

FWS-2

AutoCAD SHX Text

FINISHED GRADE/ SUBGRADE PITCH: 2.2% S63° 39' 00.9"E

AutoCAD SHX Text

FINISHED GRADE/ SUBGRADE PITCH: 2.2% S57° 29' 41.4"W

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 10'

AutoCAD SHX Text

GRAVESITE GRID MONUMENT

AutoCAD SHX Text

PRE-PLACED CRYPTS

AutoCAD SHX Text

SECTION MARKER

AutoCAD SHX Text

PERIMETER CRYPT (TYP.)

AutoCAD SHX Text

INTERIOR CRYPT (TYP.)

AutoCAD SHX Text

LIMITS OF WORK

AutoCAD SHX Text

ELEVATION LABEL

AutoCAD SHX Text

FINISHED GRADE ELEVATION

AutoCAD SHX Text

TOP OF CRYPT LID ELEVATION

AutoCAD SHX Text

EXISTING CONTOUR (5' INTERVAL)

AutoCAD SHX Text

EXISTING CONTOUR (1' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (5' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (1' INTERVAL)

AutoCAD SHX Text

FG 100.00 TL 98.25

AutoCAD SHX Text

LIMITS OF GRADING

AutoCAD SHX Text

UNDERDRAIN INVERT

AutoCAD SHX Text

INV

AutoCAD SHX Text

CLEANOUT INVERT OUT AND FINISHED GRADE ELEVATION LABEL

SECTION 10

350 OVERSIZED

PRE-PLACED CRYPTS

(4'X10' PLOTS)

90.00'-HDPE PERFORATED

PIPE @ 1.00%

NEW ROAD 'A'

1-4"x4" TEE

1-45° BEND

WYE CONN.

122.00'-HDPE PERFORATED

PIPE @ 1.75%

SECTION GB

300 GREEN

BURIAL SECTIONS

(5'X10' PLOTS)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

BURIAL SECTION GRADING

ENLARGEMENT SECTION 10 AND GB

CG116

LEGEND:

GRADING NOTES:

AutoCAD SHX Text

SM10A

AutoCAD SHX Text

FWS-1

AutoCAD SHX Text

SM10B

AutoCAD SHX Text

FINISHED GRADE/ SUBGRADE PITCH: 2.0% S26° 44' 01.7"W

AutoCAD SHX Text

FINISHED GRADE PITCH: 4.6% S19° 26' 49.2"E

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 10'

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 10'

AutoCAD SHX Text

IN-GROUND CREMAINS PLOTS

AutoCAD SHX Text

GRAVESITE GRID MONUMENT

AutoCAD SHX Text

PRE-PLACED CRYPTS

AutoCAD SHX Text

SECTION MARKER

AutoCAD SHX Text

PERIMETER CRYPT (TYP.)

AutoCAD SHX Text

INTERIOR CRYPT (TYP.)

AutoCAD SHX Text

LIMITS OF WORK

AutoCAD SHX Text

ELEVATION LABEL

AutoCAD SHX Text

FINISHED GRADE ELEVATION

AutoCAD SHX Text

TOP OF CRYPT LID ELEVATION

AutoCAD SHX Text

EXISTING CONTOUR (5' INTERVAL)

AutoCAD SHX Text

EXISTING CONTOUR (1' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (5' INTERVAL)

AutoCAD SHX Text

PROPOSED CONTOUR (1' INTERVAL)

AutoCAD SHX Text

FG 100.00 TL 98.25

AutoCAD SHX Text

LIMITS OF GRADING

AutoCAD SHX Text

UNDERDRAIN INVERT

AutoCAD SHX Text

INV

AutoCAD SHX Text

CLEANOUT INVERT OUT AND FINISHED GRADE ELEVATION LABEL

KEY MAP

(NOT TO SCALE)

CG120

POND A GRADING PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

851PC2048

FEBRUARY 7, 2020 BJS ACS Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

321 4 5 6 7 8 9 10

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

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

SCP PAS

Stage h (ft) Elevation Contour Area (sf)

Contour Area (ac.)

Detention Volume (ac-Ft)

Total Volume (ac-ft)

0 0 82 87300 2.00 0 0.00 1 1.00 83 94816 2.18 0 2.09 2 1.00 84 102438 2.35 0 4.35 3 1.00 85 121958 2.80 0 6.93 4 1.00 86 142155 3.26 0 9.96

4.79 0.79 86.79 158576 3.64 0 12.69 6 1.21 88 165302 3.79 4.50 17.19 7 1.00 89 175121 4.02 8.41 21.09 8 1.00 90 185504 4.26 12.55 25.23

9 1.00 91 185504 4.26 16.80 29.49

POND A - EXISTING

Stage h (ft) Elevation Contour Area (sf)

Contour Area (ac.)

Detention Volume (ac-Ft)

Total Volume (ac-ft)

0 0 82 255579 5.87 0 0.00 1 1.00 83 264199 6.07 0 5.97 2 1.00 84 272926 6.27 0 12.13 3 1.00 85 295186 6.78 0 18.65 4 1.00 86 317967 7.30 0 25.69

4.79 0.79 86.79 332929 7.64 0 31.59 6 1.21 88 347619 7.98 9.45 41.04 7 1.00 89 357554 8.21 17.55 49.14 8 1.00 90 368729 8.46 25.88 57.48

9.5 1.50 91.5 383633 8.81 38.84 70.43

POND A - PROPOSED

KEY MAP

(NOT TO SCALE)

CG121

POND B & C GRADING PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

851PC2048

FEBRUARY 7, 2020 BJS ACS Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

321 4 5 6 7 8 9 10

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

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

SCP PAS

4" HDPE

HDPE

4" HDPE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

ADA RAMP UPGRADE PLAN 1

CT101

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

KEY MAP

(NOT TO SCALE)

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

ADA COMPLIANCE NOTE:

CONTRACTOR SHALL ENSURE ALL CURB RAMPS AND WALKWAYS ARE

COMPLIANT WITH CURRENT ADA REQUIREMENTS. CURB RAMPS ARE

NOT TO EXCEED A LONGITUDINAL SLOPE OF 8.33%. WALKWAYS ARE

NOT TO EXCEED A LONGITUDINAL SLOPE OF 5%. ALL CROSS SLOPES

ARE NOT TO EXCEED 2%. 5' X 5' LANDINGS TO BE PROVIDED AT THE TOP

OF ALL CURB RAMPS AND ARE NOT TO EXCEED A 2% SLOPE IN ANY

DIRECTION.

GRAPHIC LEGEND:

EXISTING ADA SLOPE COMPLIANT RAMPS:

EXISTING CONCRETE SLAB TO BE REMOVED

AND REPLACED WITH NEW CONCRETE SLAB

W/ TACTILE WARNING SURFACE

EXISTING ADA NON-SLOPE COMPLIANT RAMPS:

EXISTING CONCRETE RAMP AND LANDING TO

BE REMOVED AND A NEW CONCRETE RAMP

WITH LANDING TO BE INSTALLED W/ TACTILE

WARNING SURFACE

NOTE:

1. CONTRACTOR TO PATCH TO FULL DEPTH OF THE EXISTING ASPHALT

PAVEMENT SECTION FOR ANY PAVEMENT REMOVED FOR

INSTALLATION ANY PAVEMENT REMOVED FOR INSTALLATION OF

NEW CURB AND GUTTER.

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

PAVEMENT REPAIR NOTES

PAVEMENT ADJACENT TO CURB

REPAIR/REPLACEMENT SHALL BE PATCHED

CONTRACTOR TO WARP GUTTER PAN ALONG RAMP

FRONTAGE TO NOT EXCEED A 5% SLOPE

AutoCAD SHX Text ±3%

AutoCAD SHX Text

G=96.1±MATCH EX.

AutoCAD SHX Text

TC=96.0±MATCH EX.

AutoCAD SHX Text

TC=96.0±MATCH EX.

AutoCAD SHX Text G=96.10

AutoCAD SHX Text

G=95.8±MATCH EX.

AutoCAD SHX Text

G=95.9±MATCH EX.

AutoCAD SHX Text G=95.90

AutoCAD SHX Text G=96.00

AutoCAD SHX Text

REPLACE EX. GUTTER IN KIND @ EX. ELEVATIONS/ENSURE FLUSH AT RAMP

AutoCAD SHX Text

INSTALL LANDING (2% MAX IN ANY DIRECTION)

AutoCAD SHX Text

APPROX. LOC. OF EX. SIDEWALK JOINT

AutoCAD SHX Text

INSTALL LANDING (2% MAX IN ANY DIRECTION)

AutoCAD SHX Text

TC=96.0±MATCH EX.

AutoCAD SHX Text

TC=96.0±MATCH EX.

AutoCAD SHX Text

APPROX. LOC. OF EX. SIDEWALK JOINT

AutoCAD SHX Text

TC=96.2±MATCH EX.

AutoCAD SHX Text

TC=96.4±MATCH EX.

AutoCAD SHX Text

TC=96.2±MATCH EX.

AutoCAD SHX Text G=96.50

AutoCAD SHX Text

G=96.3±MATCH EX.

AutoCAD SHX Text

G=96.4±MATCH EX.

AutoCAD SHX Text

G=96.4±MATCH EX.

AutoCAD SHX Text G=96.45

AutoCAD SHX Text G=96.40

AutoCAD SHX Text

G=96.1±MATCH EX.

AutoCAD SHX Text

G=96.2±MATCH EX.

AutoCAD SHX Text G=96.50

AutoCAD SHX Text

TC=96.0±MATCH EX.

AutoCAD SHX Text

TC=96.0±MATCH EX.

AutoCAD SHX Text

G=95.8±MATCH EX.

AutoCAD SHX Text

G=95.9±MATCH EX.

AutoCAD SHX Text

REPLACE EX. GUTTER IN KIND @ EX. ELEVATIONS/ENSURE FLUSH AT RAMP

AutoCAD SHX Text

G=95.8±MATCH EX.

AutoCAD SHX Text

G=95.9±MATCH EX.

AutoCAD SHX Text

TC=96.0±MATCH EX.

AutoCAD SHX Text

TC=96.0±MATCH EX.

AutoCAD SHX Text

TC=96.1±MATCH EX.

AutoCAD SHX Text G=96.10

AutoCAD SHX Text G=95.90

AutoCAD SHX Text G=96.00

AutoCAD SHX Text

INSTALL LANDING (2% MAX IN ANY DIRECTION)

AutoCAD SHX Text

INSTALL LANDING (2% MAX IN ANY DIRECTION)

AutoCAD SHX Text

APPROX. LOC. OF EX. SIDEWALK JOINT

AutoCAD SHX Text

REPLACE EX. GUTTER IN KIND @ EX. ELEVATIONS/ENSURE FLUSH AT RAMP

AutoCAD SHX Text

TC=96.2±MATCH EX.

AutoCAD SHX Text

TC=96.4±MATCH EX.

AutoCAD SHX Text

TC=96.2±MATCH EX.

AutoCAD SHX Text

G=96.4±MATCH EX.

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

DT504

AutoCAD SHX Text

DT504

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text Q

AutoCAD SHX Text R

AutoCAD SHX Text

90.90' FL 15" CPP

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text

CURB INLET 96.81' TOP 91.32' (S) FL 15" CPP 91.34' (N) FL 12" CPP

AutoCAD SHX Text

DROP INLET RIM ELEVATION 96.21' 92.8' OUT (S) FL 18" R.C.P.

AutoCAD SHX Text

G=97.5±MATCH EX.

AutoCAD SHX Text

G=97.4±MATCH EX.

AutoCAD SHX Text

G=97.8±MATCH EX.

AutoCAD SHX Text

G=97.8±MATCH EX.

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text ±5%

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text ±2%

AutoCAD SHX Text

G=96.0±MATCH EX.

AutoCAD SHX Text

G=96.1±MATCH EX.

AutoCAD SHX Text

G=96.1±MATCH EX.

AutoCAD SHX Text

G=96.1±MATCH EX.

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text

G=96.4±MATCH EX.

AutoCAD SHX Text

G=96.3±MATCH EX.

AutoCAD SHX Text

G=96.6±MATCH EX.

AutoCAD SHX Text

G=96.6±MATCH EX.

AutoCAD SHX Text ±3%

AutoCAD SHX Text E

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text

G=97.1±MATCH EX.

AutoCAD SHX Text

G=97.0±MATCH EX.

AutoCAD SHX Text

G=96.8±MATCH EX.

AutoCAD SHX Text

G=96.7±MATCH EX.

AutoCAD SHX Text ±5%

AutoCAD SHX Text

G=96.7±MATCH EX.

AutoCAD SHX Text

G=96.6±MATCH EX.

AutoCAD SHX Text

G=96.6±MATCH EX.

AutoCAD SHX Text

G=96.7±MATCH EX.

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text ±2%

AutoCAD SHX Text

G=96.8±MATCH EX.

AutoCAD SHX Text

G=96.8±MATCH EX.

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text

G=96.0±MATCH EX.

AutoCAD SHX Text

G=96.1±MATCH EX.

AutoCAD SHX Text

G=96.2±MATCH EX.

AutoCAD SHX Text

G=96.2±MATCH EX.

AutoCAD SHX Text ±2%

AutoCAD SHX Text

INSTALL LANDING (2% MAX IN ANY DIRECTION)

AutoCAD SHX Text

APPROX. LOC. OF EX. SIDEWALK JOINT

AutoCAD SHX Text

G=98.0±MATCH EX.

AutoCAD SHX Text

G=98.0±MATCH EX.

AutoCAD SHX Text G=96.3

AutoCAD SHX Text

G=95.8±MATCH EX.

AutoCAD SHX Text

G=95.8±MATCH EX.

AutoCAD SHX Text G=96.2

AutoCAD SHX Text ±7%

AutoCAD SHX Text G=96.2

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text

G=96.0±MATCH EX.

AutoCAD SHX Text

G=96.2±MATCH EX.

AutoCAD SHX Text

G=96.2±MATCH EX.

AutoCAD SHX Text

G=96.0±MATCH EX.

AutoCAD SHX Text ±3%

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 200'

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

DT503

AutoCAD SHX Text

DT503

AutoCAD SHX Text

DT503

AutoCAD SHX Text

DT503

AutoCAD SHX Text

DT503

AutoCAD SHX Text

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

KEY MAP

(NOT TO SCALE)

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

NOTE:

1. CONTRACTOR TO PATCH TO FULL DEPTH OF THE EXISTING ASPHALT

PAVEMENT SECTION FOR ANY PAVEMENT REMOVED FOR

INSTALLATION ANY PAVEMENT REMOVED FOR INSTALLATION OF

NEW CURB AND GUTTER.

GRAPHIC LEGEND:

EXISTING ADA SLOPE COMPLIANT RAMPS:

EXISTING CONCRETE SLAB TO BE REMOVED

AND REPLACED WITH NEW CONCRETE SLAB

W/ TACTILE WARNING SURFACE

EXISTING ADA NON-SLOPE COMPLIANT RAMPS:

EXISTING CONCRETE RAMP AND LANDING TO

BE REMOVED AND A NEW CONCRETE RAMP

WITH LANDING TO BE INSTALLED W/ TACTILE

WARNING SURFACE

ADA RAMP UPGRADE PLAN 3

CT103

ADA COMPLIANCE NOTE:

CONTRACTOR SHALL ENSURE ALL CURB RAMPS AND WALKWAYS ARE

COMPLIANT WITH CURRENT ADA REQUIREMENTS. CURB RAMPS ARE

NOT TO EXCEED A LONGITUDINAL SLOPE OF 8.33%. WALKWAYS ARE

NOT TO EXCEED A LONGITUDINAL SLOPE OF 5%. ALL CROSS SLOPES

ARE NOT TO EXCEED 2%. 5' X 5' LANDINGS TO BE PROVIDED AT THE TOP

OF ALL CURB RAMPS AND ARE NOT TO EXCEED A 2% SLOPE IN ANY

DIRECTION.

PAVEMENT REPAIR NOTES

PAVEMENT ADJACENT TO CURB

REPAIR/REPLACEMENT SHALL BE PATCHED

CONTRACTOR TO WARP GUTTER PAN ALONG RAMP

FRONTAGE TO NOT EXCEED A 5% SLOPE

AutoCAD SHX Text

SD 48" HDPE FL ELEV: 86.52'

AutoCAD SHX Text SD GRATE INLET INV. IN ELEV (N): 86.67' INV. OUT ELEV (S): 86.65'OUT ELEV (S): 86.65'

AutoCAD SHX Text

SD CURB INLET INV. OUT ELEV (NW): 88.59'OUT ELEV (NW): 88.59'

AutoCAD SHX Text SD CURB INLET INV. IN ELEV (SE): 88.51' IN ELEV (SE): 88.51' INV. OUT ELEV (NW): 88.47'

AutoCAD SHX Text SD MANHOLE TOP RIM ELEV: 92.56' INV. IN ELEV (NE): 86.11' INV. IN ELEV (N): 87.98' INV. IN ELEV (SE): 88.03' INV. OUT ELEV (S): 86.47'

AutoCAD SHX Text SD MANHOLE TOP RIM ELEV: 92.47' INV. IN ELEV (NE): 86.64' INV. IN ELEV (N): 88.10' INV. OUT ELEV (SW): 86.55'

AutoCAD SHX Text SD MANHOLE TOP RIM ELEV: 93.15' INV. IN ELEV (NE): 86.90' INV. IN ELEV (N): 88.20' INV. IN ELEV (SE): 88.29' INV. OUT ELEV (SW): 86.86'

AutoCAD SHX Text

SD GRATE INLET INV. OUT ELEV (S): 88.33'OUT ELEV (S): 88.33'

AutoCAD SHX Text

SD GRATE INLET INV. OUT ELEV (S): 88.44'OUT ELEV (S): 88.44'

AutoCAD SHX Text

42" HDPE PIPE

AutoCAD SHX Text

42" HDPE PIPE

AutoCAD SHX Text

48" HDPE PIPE

AutoCAD SHX Text

18" HDPE PIPE

AutoCAD SHX Text

18" HDPE PIPE

AutoCAD SHX Text

SD GRATE INLET INV. OUT ELEV (S): 88.70'OUT ELEV (S): 88.70'

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text G1

AutoCAD SHX Text G3

AutoCAD SHX Text K1

AutoCAD SHX Text K

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

AutoCAD SHX Text H

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text

G=96.3±MATCH EX.

AutoCAD SHX Text

G=96.3±MATCH EX.

AutoCAD SHX Text

G=96.7±MATCH EX.

AutoCAD SHX Text

G=96.7±MATCH EX.

AutoCAD SHX Text ±4%

AutoCAD SHX Text

APPROX. LOC. OF EX. SIDEWALK JOINT

AutoCAD SHX Text

INSTALL LANDING (2% MAX IN ANY DIRECTION)

AutoCAD SHX Text

G=96.3±MATCH EX.

AutoCAD SHX Text

G=96.4±MATCH EX.

AutoCAD SHX Text ±2%

AutoCAD SHX Text

G=95.8±MATCH EX.

AutoCAD SHX Text

G=95.9±MATCH EX.

AutoCAD SHX Text G=96.00

AutoCAD SHX Text G=96.10

AutoCAD SHX Text

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text

G=95.9±MATCH EX.

AutoCAD SHX Text

G=95.3±MATCH EX.

AutoCAD SHX Text

G=95.9±MATCH EX.

AutoCAD SHX Text

G=95.3±MATCH EX.

AutoCAD SHX Text ±6%

AutoCAD SHX Text

G=95.2±MATCH EX.

AutoCAD SHX Text

G=95.2±MATCH EX.

AutoCAD SHX Text

G=95.4±MATCH EX.

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text ±5%

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text

G=96.7±MATCH EX.

AutoCAD SHX Text

G=96.6±MATCH EX.

AutoCAD SHX Text

G=96.7±MATCH EX.

AutoCAD SHX Text

G=96.7±MATCH EX.

AutoCAD SHX Text ±1%

AutoCAD SHX Text

G=96.5±MATCH EX.

AutoCAD SHX Text

G=96.2±MATCH EX.

AutoCAD SHX Text

G=96.2±MATCH EX.

AutoCAD SHX Text

G=96.4±MATCH EX.

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text ±3%

AutoCAD SHX Text

REPLACE EX. GUTTER IN KIND @ EX. ELEVATIONS/ENSURE FLUSH AT RAMP

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text

G=97.0±MATCH EX.

AutoCAD SHX Text

G=97.1±MATCH EX.

AutoCAD SHX Text

G=97.1±MATCH EX.

AutoCAD SHX Text EX. RAMP TO BE REMOVED AND REPLACED WITH NEW SLAB TO ALLOW FOR INSTALLATION OF TRUNCATED DOMES

AutoCAD SHX Text

G=98.1±MATCH EX.

AutoCAD SHX Text

G=97.8±MATCH EX.

AutoCAD SHX Text

G=97.7±MATCH EX.

AutoCAD SHX Text

G=98.0±MATCH EX.

AutoCAD SHX Text ±5%

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 200'

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

DT503

AutoCAD SHX Text

DT503

AutoCAD SHX Text

DT503

AutoCAD SHX Text

DT503

AutoCAD SHX Text

DT503

AutoCAD SHX Text

NEW

ENTRANCE ROAD

MEMORIAL DRIVE EXTENSION

NEW ROAD 'A'

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 BJS ACS

GordonPROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENTThe LA Group

(518) 587-8100 Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032 AES Group

(303) 841-3922 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

ECS Southwest, LLP 713-955-1980

GIS, Inc.

(205) 941-0442

ADA RAMP UPGRADE PLAN 2

CT102

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

KEY MAP

(NOT TO SCALE)

SCALE: 1"=10'

TACTILE WARNING SURFACE AND RAMP REPLACEMENT

NOTE:

1. CONTRACTOR TO PATCH TO FULL DEPTH OF THE EXISTING ASPHALT

PAVEMENT SECTION FOR ANY PAVEMENT REMOVED FOR

INSTALLATION ANY PAVEMENT REMOVED FOR INSTALLATION OF

NEW CURB AND…

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File details come from the government source that posted it. Updated Jul 10, 2020.