12_141-150_851PC2048_HNC_BD_Plans.pdf

Project Number

Drawing Number

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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 MS AC, LI

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 February 7, 2020

L-501

PLANTING SCHEDULE AND

DETAILS

TREE PLANTING

SPECIFIED PLANTING MIX EXISTING SUBGRADE

FINISH GRADE

3" HIGH WATER RETENTION BASIN

4' MULCH RING - KEEP

MULCH 3" MIN. AWAY

FROM TRUNK

3" TAPER PRIOR TO TIGHTENING

GUYING STRAPS (TYP.)

RUBBER HOSE

SPECIFIED PLANTING MIX

FINISHED GRADE

ROUGH GRADE

EXISTING SUBGRADE

SPREAD

O V

E R

A L L H

T

T R

U N

K H

T

MULCH

3" HIGH WATER RETENTION BASIN

TREE SUPPORT STAKES

(TYPICAL OF 3)

SLOPE TREE PLANTING

N.T.S.N.T.S.

GUYING STRAPS (TYP.)

RUBBER HOSE

TREE SUPPORT STAKES

(TYPICAL OF 3)

SPECIFIED PLANTING MIX

WATER RETENTION BASIN

FINISHED GRADE

ROUGH GRADE

EXISTING SUBGRADE

/3

T R

E E H

T

GUYING STRAPS (TYP.)

3" TAPER PRIOR TO TIGHTENING

TREE SUPPORT STAKES

(TYPICAL OF 3)

RETENTION BASIN TO BE CIRCULAR IN

SHAPE & CONSISTENT IN SIZE FROM

TREE TO TREE. SIDE SLOPES OF BASIN

TO HAVE GENTLE, UNIFORM PROFILE.

FINISH GRADE

REFER TO SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

SPECIFIED PLANTING MIX

3" HIGH WATER RETENTION BASIN

4' MULCH RING - KEEP

MULCH 3" MIN. AWAY

FROM TRUNK

EVERGREEN TREE PLANTING

N.T.S.

MULTI-TRUNK TREE PLANTING

N.T.S.

SHRUB BED PLANTING

N.T.S.

MULCH

SHRUB ROOTBALL

FINISH GRADE

BACKFILL WITH PREPARED SOIL MIX (REF.

SPECS.)

UNCOMPACTED NATIVE SOIL.

REFER TO SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

SPACING PER PLANTING PLAN

D E P T

H P

E R

S P E C

6" WIDTH AND DEPTH V

SHAPED TRENCH BED EDGE

BACKFILL W/MULCH

GUYING STRAPS (TYP.)

TREE SUPPORT STAKES

(TYPICAL OF 3)

3" TAPER PRIOR TO TIGHTENING

RUBBER HOSE

MULCH - KEEP MULCH 3"

MIN. AWAY FROM TRUNK

4' MULCH RING - KEEP

MULCH 3" MIN. AWAY

FROM TRUNK

C R

O W

N T

O B

E

A

B O

V E

F

IN

IS

H

E D

G R

A D

E

C R

O W

N T

O B

E

A

B O

V E

F

IN

IS

H

E D

G R

A D

E

C R

O W

N T

O B

E

A

B O

V E

F

IN

IS

H

E D

G R

A D

E

NATIVE GRASS MIX

N.T.S.

TRIANGULAR EQUIDISTANT SPACING

AMENDED SOIL. SEE SPECS

FOR SOIL PREPARATION

SEED. SEE PLANT SCHEDULE

NATIVE GRASS MIX. SEE PLANT

SCHEDULE

NATIVE GRASS MIX. SEE PLANT

SCHEDULE.

EQUAL SPACING BETWEEN

PLANTINGS.

TREES BOTANICAL NAME COMMON NAME CONT CAL

SIZE (ht) QTY

Magnolia grandiflora 'Little Gem' Magnolia 'Little Gem'

SHRUBS BOTANICAL NAME COMMON NAME CONT SPACING

QTY

B&BCedar ElmUlmus crassifolia

B&BLive OakQuercus virginiana

14' - 16'

Abelia x 'Edward Groucher Pink' Pink Abelia 3 gal 36" o.c.

SIZE

24" ht.

B&B

B&B Shumard Oak

Quercus shumardii

3" - 3.5" Cal

14' - 16'

3" - 3.5" Cal

14' - 16'

3" - 3.5" Cal

EVERGREEN TREES BOTANICAL NAME COMMON NAME CONT CAL SIZE

QTY

Pinus taeda Loblolly Pine

B&B

10' - 12'

Ilex vomitoria Yaupon Holly

B&B

TURF(SOD) BOTANICAL NAME COMMON NAME CONT SPACING

QTY

SIZE

NATIVE GRASS (SEED) BOTANICAL NAME COMMON NAME CONT SPACING

QTY

SIZE

PLANT SCHEDULE

Tif Tuf Bermuda Sod

SOD NA

1lb / 1300sfNA NA

NA

Southeast Recovery Mix

10' - 12'

10' - 12'

Tif Tuf Bermuda

ORNAMENTAL TREES BOTANICAL NAME COMMON NAME CONT CAL SIZE

QTY

GREEN BURIAL MIX BOTANICAL NAME COMMON NAME CONT SPACING

QTY

SIZE

Sand Lovegrass (60%)

Indian Grass (12.5%)

Sideoats Grama (12.5%)

Little Bluestem (15%)

Proposed Native Grass Mix

Southeast Recovery Mix

Prunus Mexicana Mexican Plum

B&B

10' - 12'

1,350,691 sf

(150,077 sy)

42,418 sf

(4,713 sy)

13,525 sf

WETLAND PLANTS BOTANICAL NAME COMMON NAME CONT SPACING

QTYWATER DEPTH

Eleocharis montevidensis 1 gal 4' O.C.

-3" to 6"Spikerush

Schoenoplectus americana

1 gal 3' O.C.

3" to 24"Three-Square Bulrush

Schoenoplectus validus

1 gal 4' O.C.

3" to 24"Softstem Bulrush

Thalia dealbata 1 gal 3.5' O.C.

3" to 24"Powdery Thalia

N/A

24" o.c.

18" o.c.

24" o.c.

SEED

Sprigs

Sprigs

4" Pot

N/A

6" ht.

4" ht.

6" ht.

TURF(SEED) BOTANICAL NAME COMMON NAME CONT SPACING

QTY

SIZE

Sultan Bermuda Seed

SEED NA

NASultan Bermuda

25,657 sf

(2,851 sy)

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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 MS AC, LI

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 February 7, 2020

L-502

SITE AMENITY DETAILS

1'-2 1/2"

1/4" TYP.

CLEAR DECALS W/

VICTOR STANLEY

WHITE LETTERING

(SUBMIT COLOR

SAMPLES); MATTE

FINISH; LETTERING

TO BE OPTIMA BOLD,

UPPER & LOWER

CASE, TITLE TO BE 1"

HT., ALL OTHER TEXT

TO BE 1/4" HT.

L503

NOTE: SUBMIT SHOP DRAWINGS

FOR TEXT APPROVAL BY THE

RESIDENT ENGINEER & DIRECTOR

PRIOR TO FABRICATION

FLOWERVASE

RECEPTACLE LID

SEE

C

L

C

L

7'-6"

VALVE BOX WITH PRESSURE

REDUCER, SEE IRRIGATION DETAILS

3/8" PEX TUBING WITHIN 1 1/2"

SCHED. 40 PVC PIPE SLEEVING,

TYP.; 1% SLOPE TO CURB STOP

VALVE WITH DRAIN

4" THICK

REINFORCED

3500 P.S.I. CONC.

PAD W/ 1/4"

RADIUS @ EDGE,

TYP; MED.

BROOM FINISH;

RUB OUT ALL

SURFACE TOOL

MARKS

1'-9" 1'-9"

C

L

#5 BARS, TYP.

DO NOT

TOPSOIL/LAWN

2'-6" DIA.

SUMP PIT

4" HDPE PIPE W/ OPEN END COVERED WITH

FILTER FABRIC CRIMPED AROUND END OR

PIPE (CONNCECT TO STORM DRAIN SYSTEM

OR OTHER FREE DRAINING SYSTEM AS

INDICATED)

ARCHITECTURAL PRE-CAST CONC. POST 7 1/2"

SQ.; FINISH AND COLOR AS SPECIFIED

FINISHED GRADE - SEE GRADING

PLAN FOR ELEVATION

COMPACTED SUBGRADE

2'-6" DIA.

SUMP PIT

1 4

"DO NOT DRINK"

SIGN; (4) SIDES

WATER SPIGOT, SEE

SPECIFICATIONS

ARCHITECTURAL PRE-CAST CONC. POST W/

EXTERIOR WATER SPIGOT ASSEMBLY; 7 1/2"

SQ.; FINISH AND COLOR TO MATCH EXISTING

3/8" DIA. WASHED, ROUNDED GRAVEL

DRAINAGE FILL - 4" DEPTH; GRAVEL

PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND

BOTTOM

TRASH

RECEPTACLE

FLOWER VASE

CONTAINER

STORAGE RECEPTACLE

ADA COMPLIANT WATER

SPIGOT (SEE SPECS)

FRONT ELEVATION

SPIGOT POST SECTION

DRINK

SUMP PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND

BOTTOM; DRAINAGE FILL AGGREGATE

COMPACTED TO 95% RD (SEE

SPECIFICATIONS)

VALVE BOX WITH

PRESSURE REDUCER,

SEE IRRIGATION DETAILS

" DIA.

PVC SLEEVE, SEE

IRRIGATION DETAILS FOR

PIPE AND VALVE

CONNECTIONS

3/8" DIA. WASHED, ROUNDED GRAVEL DRAINAGE

FILL - 4" DEPTH; GRAVEL PIT WRAPPED WITH

NON-WOVEN GEOTEXTILE FABRIC ON SIDES AND

BOTTOM

REINF. CONC. PVMT.

BURIAL AREA, TYP.

ADJACENT ROADWAY, TYP.

C

L

PLAN

3/8" PEX TUBING, TYP.; 1% SLOPE TO CURB STOP

VALVE WITH DRAIN

" SCH40 PVC DWV 90 DEGREE ELBOW

CAST INTO ARCHITECTURAL PRE-CAST CONC.

POST

4" HDPE PIPE W/ OPEN END COVERED

WITH FILTER FABRIC CRIMPED AROUND

END OR PIPE (CONNCECT TO STORM

DRAIN SYSTEM OR OTHER FREE

DRAINING SYSTEM AS INDICATED)

SUMP PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND

BOTTOM; DRAINAGE FILL AGGREGATE

COMPACTED TO 95% RD (SEE

SPECIFICATIONS)

LAYOUT POINT, SEE SITE SIGNAGE

AND AMENITIES PLAN, SHEET CS801

FOR LOCATIONS

PIPE

CONCRETE

PAD

CONCRETE

PAD

POST

ARCH. PRE-CAST CONCRETE POST

C

L

C

L

FLOWER VASE

CONTAINER

STORAGE RECEPTACLE

TRASH

RECEPTACLE

DO NOT

DRINK

1 4

1 4

1 2

1 8

1 2

1 4

SIGN COPY

1 2

WATER SPIGOT ASSEMBLY

ENLARGED PLAN

SELF CLOSING WATER SPIGOT W/ ADA COMPLIANT HANDLE;

SMOOTH BRONZE FINISH; SEE SPECIFICATIONS

1/4"Ø X 1-3/4" SS TAMPER PROOF PAN HEAD SCREW,

TYP.

3/8" PEX TO 1/2" FNPT PUSH-TO-CONNECT FEMALE

ADAPTER (LEAD-FREE); INSTALL WITH TEFLON

TAPE ON SPIGOT

ARCHITECTURAL

PRE-CAST POST

" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL

PRE-CAST POST; CAST FLUSH WITH FACE OF POST

" SCH40 PVC DWV 90

DEGREE ELBOW CAST

INTO ARCHITECTURAL

PRE-CAST CONC. POST

2-1/2" X 4" X 1/4" THICK BRASS

FACE PLATE; FINISH TO MATCH

WATER SPIGOT

3/8" PEX TUBING

NOTE:

1. PRIME AND CEMENT ALL PVC

CONNECTIONS PRIOR TO CASTING IN

ARCHITECTURAL PRE-CAST POST

2. ENSURE FAUCET AND PIPING ARE

SECURE WITH NO VERTICAL OR

HORIZONTAL MOVEMENT OF THE

SPIGOT WITHIN THE POST

M

I N

WATER SPIGOT ASSEMBLY

ENLARGED SECTION

1/4"Ø X 1-3/4" SS TAMPER PROOF PAN HEAD

SCREW & S.S. PRECAST CONCRETE INSERT

ARCHITECTURAL

PRE-CAST

POST

" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST; CAST

FLUSH WITH FACE OF POST

2-1/2" X 4" X 1/4" THICK BRASS FACE PLATE; FINISH TO MATCH WATER SPIGOT

" 3

2"

TYP.

2"

TYP.

3 8

T Y

P

T Y

P

1"

TYP.

1/4"Ø X 1-1/2" SS TAMPER PROOF PAN HEAD SCREW

& S.S. PRECAST CONCRETE INSERT, COLOR OF

SCREW HEADS TO MATCH PANEL, TYP.

T Y

P

1"

TYP.

5"

SELF CLOSING WATER SPIGOT W/ ADA COMPLIANT HANDLE AND

1/2" NPT INLET; SMOOTH BRASS FINISH; SEE SPECIFICATIONS

7/8" I.D. EXTERNAL TOOTHED LOCK

WASHER; BRASS OR STAINLESS STEEL

7/8" I.D. BRASS WASHERS AS NEEDED TO TIGHTLY SECURE BRASS FACEPLATE

TO THE SPIGOT TO PREVENT IT FROM TURNING INDEPENDENTLY

3/8" PEX TO 1/2" FNPT PUSH-TO-CONNECT FEMALE ADAPTER

(LEAD-FREE); INSTALL WITH TEFLON TAPE ON SPIGOT

" SCH40 PVC DWV 90 DEGREE ELBOW CAST

INTO ARCHITECTURAL PRE-CAST CONC. POST

3/8" PEX TUBING

" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST; CAST

FLUSH WITH FACE OF POST

3/8" RECESS CAST INTO POST

7/8" I.D. EXTERNAL TOOTHED LOCK WASHER; BRASS OR STAINLESS STEEL

7/8" I.D. BRASS WASHERS AS NEEDED TO TIGHTLY

SECURE BRASS FACEPLATE TO THE SPIGOT TO

PREVENT IT FROM TURNING INDEPENDENTLY

4"

1"1"

R

E C

E S

S

T

Y P

A L

L

S

I D

E S

(4) #3 EQUALLY

SPACED REBAR; 3/4"

MIN. CLEARANCE

FROM ALL EDGES

AND INTERAL

CASTINGS

1 2

ARCHITECTURAL

PRE-CAST POST;

LIGHT SANDBLAST

FINISH

NOTE:

1. SEE FLOWER WATERING STATION DETAILS

FOR OVERALL POST HEIGHT, 3/8" RECESS

HEIGHT AND LOCATION ON OVERALL POST

2. SEE FLOWER WATERING STATION DETAILS

FOR CAST-IN-PLACE PVC CONDUIT SIZES

AND LOCATION TO ACCEPT WATER SPIGOT

PLUMBING CONNECTIONS

3. PRIME AND CEMENT ALL PVC

CONNECTIONS PRIOR TO CASTING IN POST

3/8" RECESS

(BELOW);

ALL SIDES

ARCHITECTURAL

PRE-CAST

POST; LIGHT

SANDBLAST

FINISH

5'-10" LONG, MIN.

ARCHITECTURAL

PRE-CAST POST WITH

1" CHAMFER ON ALL

SIDES & TOP; LIGHT

SANDBLAST FINISH;

SEE ELEVATION

PLAN VIEW

TOP ELEVATION

PVC CONDUIT

CAST-IN-PLACE TO

ACCEPT PLUMBING

CONNECTIONS

R

E C

E S

S

T

Y P

A L

S

I D

E S

1 2

C

L

OF

PIPE

" 3

5/16"Ø HOLES TO

RECEIVE 1/4"Ø X

1-1/2" SS

TAMPER-PROOF

SCREWS,

COLOR OF

SCREW HEADS

TO MATCH

PANEL, TYP.

3 4

1 2

R

8 "

1/8" THICK ALUMINUM

SIGN PANEL; (COLOR

MP07458 - CAST

BRONZE)

WHITE

BLACK

RED

BLACK

WHITE

1 8

3 4

DO NOT

DRINK

1/8"

TYP.

ALUMINUM SIGN

PANEL (ALL SIDES)

1/4"Ø X 1-1/2" S.S.

TAMPER PROOF PAN

HEAD SCREW & S.S.

PRECAST CONCRETE

INSERT, COLOR OF

SCREW HEADS TO

MATCH PANEL, TYP.

ARCHITECTURAL

PRE-CAST POST

SIGN PANEL ON BACK

OF POST TO BE

MOUNTED WITH EPOXY

WATER SPIGOT ABOVE

CAST-IN-PLACE PVC

CONDUIT TO

ACCEPT PLUMBING

CONNECTIONS

3 4

T Y

P

TYP.

FLOWER WATERING STATION

SCALE: NTS

AutoCAD SHX Text

FLORAL REGULATIONS

AutoCAD SHX Text Fresh cut flowers may be placed on graves at any time. Floral arrangements may only be Floral arrangements may only be placed on temporary flower containers that are located in this receptacle. Floral items will be removed from graves as soon as they become faded and unsightly. Artificial flowers may be placed on graves only during the periods of December 15 through January 20. Plantings will not be permitted on graves at any time. Potted plants will be permitted on graves only during the period 10 days before and 10 days after Easter Sunday and Memorial Day. Christmas wreaths or grave blankets are permitted on graves during the Christmas season and will be removed not later than January 20 of each year. Grave floral blankets may not be larger in size than two by three feet. During the lawn mowing and ground maintenance season, all floral items will be removed from graves on the first Thursday of each month. Flags, statues, vigil lights, breakable objects of any nature, and similar commemorative items are not allowed. Floral items and other types of decorations will not be secured to headstones, flat markers or niche covers.

AutoCAD SHX Text Trash

AutoCAD SHX Text Flower Vases

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

HARRIS COUNTY, TEXAS

851PC2048

FEBRUARY 7, 2020 MS AC, LI

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 February 7, 2020

L-503

ENTRY DETAILS

6' HT. SWING GATE

NTS

GATE NORTH ELEVATION

2"

4 " SQ. x 11 GA.

GATE POST

6' HT. COLUMN

BEYOND

SEE E\L605

" SQ. x 14

GA. GATE END

2"

N

O M

" LOCKABLE

DROP BAR

" SQ. x 14 GA.

FORERUNNER RAIL

M

A X

C

E

A R

A N

C E

GG25 GUSSET

PLATE TYP

(8EA PANEL)

" SQ. 16 GA

INTERIOR UPRIGHT

" SQ. x 17 GA.

PICKET TYP.

TRUSS ROD

TYP. (2 SIDES)

NOTES:

1. PROVIDE SHOP DRAWINGS FOR APPROVAL

PRIOR TO FABRICATION (SEE SPECS)

2. ALL FENCE PICKETS, POSTS, RAILS, AND

ACCESSORIES SHALL RECIEVE THERMALLY

FUSED AND BONDED VINYL COATING (BLACK)

GATE SOUTH ELEVATION

LOCKABLE LATCH

FENCE BY AMERISTAR

FENCE PRODUCTS

OR APPROVED EQUAL

BOX HINGE

31'-5" COLUMN SPACING (EXACT WIDTH TO BE DETERMINED IN FIELD)

4'-5"

FENCE CONNECTIONS AT COLUMN

SCALE: 1" = 1'-0"

6' HT. COLUMN

SCALE: 1/2" = 1'-0"

6' HT. COLUMN

REINFORCED CONCRETE FOOTING,

REF. COLUMN DETAIL - FOOTING

WIDTH TO BE INCREASED IN

AREAS WHERE FENCING TIES INTO

COLUMN TO ALLOW FOR REBAR

CLEARANCE FROM EXTERIOR OF

FOOTING.

4'-6"

FINISHED GRADE

5' HT. ORNAMENTAL FENCE,

REF. CIVIL PLANS

5' HT. CHAINLINK

FENCE,

REF. CIVIL

PLANS

SLEEVE

AND SET

POSTS IN

EPOXY

3" 3"

45° BEVELED EDGE

4'

4" 1"

1'-6"

4" 1"

MASONRY AND STUCCO CORNICE

1/2" STUCCO TEXTURED COATING

8 X 8 C.M.U. BLOCK WITH

#4 REBAR. FILL WITH CONCRETE.

REBAR CENTERED ON CORNER OF

CMU AT CORNERS

2'-6"

F E

N C

E

C

O L U

M N

2'-6"

COLUMN BASE BEYOND

2'-3"

E-L605

E

L

1/4" DIA. x 4" STAINLESS

STEEL DRIFT PINS

CAST LIMESTONE CAP COLOR

TO MATCH EXISTING WALLS

POURED REINFORCED

CONCRETE FOOTING

#4 REBAR 12" O.C.E.W.

2" PLASTER STOP TYP.

CMU BLOCK

MASONRY/ STUCCO

DETAIL 1-3/8" RELIEF

1/4" DIA. x 4" STAINLESS

STEEL DRIFT PINS

5/8" GROUT LINE

CAST STONE CAP

GRADE

6'

2'-7"

1'-5"

2'-2"

3"

FRONT VIEW

SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION

CONC. SIDEWALK

OR PAD

SEE ENLARGEMENT

FOR ANCHOR DETAIL

BENCH FOOT

TYP.

3/8" x 3 3/4" LONG S.S.

EXPANSION BOLT WITH S.S.

ACORN TOP NUT & WASHER

SIDE VIEW

E A

T

H E

I G

H T

18-7/8"

20"

47-3/4" CENTER-TO-CENTER

95-1/2" CENTER-TO-CENTER

6'

STAINLESS STEEL FLAT

WASHER AND LOCK

WASHER

NORTHING AND EASTING POINT

3'

7'-6"

SEE ENLARGEMENT

FOR ANCHOR DETAIL

6' BACKLESS BENCH

SCALE: NTS

6' BENCH

SCALE: NTS

Project Title

Location

Issue Date Checked Drawn LI100

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

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IRRIGATION NOTES AND

LEGEND

IRRIGATION SYSTEM GENERAL DESCRIPTION

GENERAL NOTES

FLAG NOTES

DEMOLITION FLAG NOTES

D1

D2

LEGEND

Q

A-15

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AutoCAD SHX Text THE EXISTING IRRIGATION SYSTEM WILL BE MODIFIED TO ACCOMMODATE SITE CHANGES. NEW MAINLINE AND AUTOMATED IRRIGATION SYSTEM FOR THE PRE PLACED CRYPT, IN GROUND CREMAIN BURIAL SECTIONS, AND COLUMBARIUM IS PROVIDED. NEW IRRIGATION EQUIPMENT TO MATCH THE EXISTING. THE POINTS-OF-CONNECTION ARE TO MATCH THE EXISTING IRRIGATION MAINLINE PIPE. TWO NEW SATELLITE CONTROLLERS COMPATIBLE WITH THE EXISTING CENTRAL CONTROL SYSTEM WILL BE ADDED. SPRINKLERS AND VALVES REMOVED WILL NOT BE REUSED BUT WILL BE SALVAGED AND TURNED OVER TO THE CEMETERY.

AutoCAD SHX Text

1. THE SYSTEM DESIGN HAS A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 90 PSI AND A FLOW OF 650 GPM. CONTRACTOR TO VERIFY EXISTING PUMP OPERATION AND PRESSURE AT EACH POINT-OF-CONNECTION, REPORT ANY DISCREPANCIES TO RE/COR PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. CONFIRM EXACT LIMITS OF IRRIGATED AREA AND ALL EXISTING AND FUTURE HARDSCAPE AND BURIAL AREAS PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES (CALL BEFORE YOU DIG) OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND CONDITIONS BEFORE EXCAVATING. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE RE/COR. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. B. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, ARCHITECTURAL FEATURES, STORM DRAINS, AND SIGNS. C. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 6. SELECT NOZZLES FOR ROTARY SPRINKLERS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE IF SITE CONDITIONS ARE NOT AS SHOWN. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE AND MINIMIZE OVERSPRAY. 7. WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 9. CONTRACTOR IS RESPONSIBLE FOR FINAL VALVE BOX AND SPRINKLER ELEVATION IN RELATION TO THE SURROUNDING FINAL GRADE. 10. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IRRIGATION EQUIPMENT. ANY EXISTING IRRIGATION EQUIPMENT INCLUDING VALVES, WIRES, PIPES AND FITTINGS THAT ARE DISTURBED DURING CONSTRUCTION WILL BE REPLACED AT THE CONTRACTORS EXPENSE WITH MATCHING EQUIPMENT. PRIOR TO CONSTRUCTION LOCATE THE EXISTING IRRIGATION EQUIPMENT AND PIPE IN THE CONSTRUCTION AREA AND MARK EXISTING PIPE AND EQUIPMENT LOCATIONS USING MARKING SPRAY PAINT FOR PIPE AND WIRE STAKE FLAGS FOR VALVE BOXES WITH THE RE/COR. 11. DO NOT INSTALL ANY ROTOR OR SPRAY SPRINKLERS WITHIN 8-FEET OF TREE TRUNKS. 12. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. B. TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. C. TEN OF EACH TYPE OF SPRINKLER HEAD ASSEMBLY AS SHOWN ON THE TEN OF EACH TYPE OF SPRINKLER HEAD ASSEMBLY AS SHOWN ON THE DRAWINGS WITH NOZZLES. D. TWO QUICK COUPLING KEYS, EACH WITH ATTACHED SWIVEL HOSE ELL FOR TWO QUICK COUPLING KEYS, EACH WITH ATTACHED SWIVEL HOSE ELL FOR OPERATION OF THE QUICK COUPLING VALVES SHOWN ON THE DRAWINGS. E. TWO WIRE STRIPPING TOOLS AS RECOMMENDED BY THE DECODER SYSTEM TWO WIRE STRIPPING TOOLS AS RECOMMENDED BY THE DECODER SYSTEM MANUFACTURER.

AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING DUCTILE IRON TEE AND REPAIR COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. PRIOR TO CONSTRUCTION PROVIDE RE/COR WITH SHOP DRAWING OF POINT OF CONNECTION. AIR VACUUM RELIEF VALVE ASSEMBLY LOCATION SHOWN IS APPROXIMATE UNLESS SHOWN AT STUB OUTS AND PIPE ENDS. VERIFY THE LOCATION OF THE HIGHEST ELEVATION ON THE MAINLINE AND INSTALL THE AIR VACUUM RELIEF VALVE ASSEMBLY AT THE HIGH POINT IN THIS AREA. CONNECT TO EXISTING CAPPED LATERAL AT APPROXIMATE LOCATION INDICATED. USE SOLVENT WELDPVC SCH 40 FITTINGS. INSTALL NEW SPRINKLERS AS SHOWN. BACKFILL AND COMPACT TO MATCH EXISTING CONDITIONS. INSTALL THREE (3) SPARE CONTROL WIRES FROM THE CONTROLLER TO THE VALVE ASSEMBLIES INDICATED. WIRES ARE TO BE USED IN CASE OF CONTROL WIRE FAILURE. ROUTE SPARE CONTROL WIRES SO THAT EACH REMOTE CONTROL VALVE HAS AT LEAST TWO SPARE CONTROL WIRES PASSING THROUGH IT. PROVIDE A THREE FOOT LENGTH OF TWO SPARE CONTROL WIRES IN ALL REMOTE CONTROL VALVE ASSEMBLY BOXES. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE OF THE PLANTING AREA FOR CLARITY ONLY. INSTALL ALL IRRIGATION COMPONENTS IN LANDSCAPED AREA AND NOT IN GRAVE SITES OR HARDSCAPE. INSTALL NEW IRRIGATION CONTROLLER AT LOCATION IDENTIFIED ON PLANS, COORDINATE 120 VAC POWER FROM ADJACENT TRANSFORMER TO CONTROLLER. INSTALL CONTROL WIRE SPLICES AT PREVIOUS CONTROLLER LOCATION IN NEW STANDARD SIZE VALVE BOX AND LABEL LID WITH CONTROLLER NUMBER. INSTALL MAINLINE 3-FEET FROM BACK OF CURB ALONG ROADWAYS, COORDINATE WITH TREE INSTALLATION. INSTALL MAINLINE 4-FEET FROM EDGE OF PLANTER AREAS AS INDICATED. COORDINATE SLEEVE INSTALLATION WITH LANDSCAPE UNDERDRAINS. SEE LANDSCAPE SHEETS. CONTRACTOR IS TO TEST EXISTING STATIONS AND NOTIFY RE IF ANY ARE INOPERABLE. REMOVE EXISTING COMMUNICATION WIRE AND ROUTE NEW WIRE AS SHOWN. WIRE NOT ROUTED WITH NEW MAINLINE IS TO BE IN CONDUIT. INSTALL MANUAL DRAIN AT LOCATION INDICATED. DAYLIGHT THE 3-INCH PIPE AND COVER EXPOSED END WITH SOLVENT WELD MITERED DRAIN GRATE MODEL 3MD3P-B.

AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AND CONTROL WIRE AT THE APPROXIMATE LOCATION SHOWN. EXPOSE A 3-FOOT LOOP OF ALL CONTROL WIRE AND IDENTIFY THE INDIVIDUAL WIRES. REMOVE PIPE AND WIRE DURING DEMOLITION, CAP PIPE TO BE REUSED USING DUCTILE IRON CAP AND JOINT RESTRAINTS. REMOVE ALL SPRINKLERS, LATERAL PIPE, AND REMOTE CONTROL VALVES WITHIN DEMOLITION AREA BOUNDARY. TURN OVER VALVES TO RE/COR.

AutoCAD SHX Text DEMOLITION AREA BOUNDARY EXISTING IRRIGATION MAINLINE IRRIGATION MAINLINE PIPE MAINLINE SLEEVE LATERAL PIPE POINT-OF-CONNECTION (P.O.C.) REMOTE CONTROL VALVE ISOLATION ANGLE VALVE AIR VACUUM RELIEF VALVE ISOLATION GATE VALVE QUICK COUPLING VALVE FLOWER WATER STATION NEW WELL LOCATION RAIN BIRD 8005 POP-UP ROTOR SPRINKLER @ 70 PSI NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 4 4.7 39 4.7 39 39 8 9 49 9 49 49 10 11.1 55 11.1 55 55 20 22 71 22 71 71 POP-UP SPRINKLER @ 30 PSI RADIUS: 5' FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 5' FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 RADIUS: 8' FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 8' FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 RADIUS: 10' FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 10' FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 RADIUS: 12' FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 12' FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 RADIUS: 15' FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 15' FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 IRRIGATION CONTROLLER 48 STATIONS EXISTING IRRIGATION CONTROLLER 48 STATIONS 48 STATIONS COMMUNICATION WIRE INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES EXISTING IRRIGATION COMPONENTS ARE SHADED BACK

PC FC

NEW

ENTRANCE ROAD

MEMORIAL DRIVE EXTENSION

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Issue Date Checked Drawn LI101

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21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

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WEATHER STATION POLE

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CONSTRUCTION AREA

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10"

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NOTE: NEW WELL AND PUMP TO BE INSTALLED AT THIS

LOCATION. ANTICIPATED WELL IS 1000 FEET DEEP, 14

INCH DIAMETER. ANTICIPATED PUMP IS 1000 GPM, 90

PSI, 200 HP, 800 FEET DEPTH. EXACT DESIGN TBD

AFTER GEOTECH INVESTIGATION IS COMPLETED.

DRY SUMP FOR AUTOMATIC FILTER FLUSH DISCHARGE.

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21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

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Drawing Number

Project Title

Location

Issue Date Checked Drawn LI103

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F

A

B

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21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

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MATCHLINE SEE SHEET LI106

IRRIGATION PLAN

KEY MAP

(NOT TO SCALE)

1 2

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AutoCAD SHX Text E

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MEMORIAL DRIVE EXTENSION

4"

10"

10"

10"

CONNECT TO EXISTING 10" STUB-OUT

10"

10"

4"

3"

2.5"

2"

10"

LOCATE AND PROTECT EXISTING CONTROLLER

A19

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Drawing Number

Project Title

Location

Issue Date Checked Drawn LI104

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

P

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30'

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MATCHLINE SEE SHEET LI107

M A

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H L I N

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S

E

IRRIGATION PLAN

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text

EM

SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

MEMORIAL DRIVE EXTENSION

MEMORIAL DRIVE

EXTENSION

10" STUB-OUT

6" STUB-OUT

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10"

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2.5"

2"

3"

4"

3"

4"

2"

1.25"

3"

3"

2.5"

2"

1.5"

4"

2.5"

2.5"

2.5"

1.5"

6"

6"

6"

6"

6"

Q

Q

A15

2"

A16

3"

A17

3"

A18

3"

A19

3"

A20

3"

A13

2"

A12

2"

A14

3"

A11

3"

A21

2"

A23

3"

A24

3"

A30

3"

A31

3"

A32

2"

A33

2"

A34

3"

A35

2"

A36

3"

A37

2"

A38

2"

A39

2"

A22

2"

Q

Q

4"

4"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn LI105

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

P

R

O

F

E

S

S

I

O

N A L

E

N

G

I

N

E

E

R

S

T

A

T

E

O F

T

E

X

A

S

L

I

C

E

N S

E

D

KEY MAP

(NOT TO SCALE)

1 2

7 8

9A

9B

1" =

30' 0' 15' 30' 60'

30'

MATCHLINE SEE SHEET LI102

M A

T C

H L I N

E

S

E

MATCHLINE SEE SHEET LI108

IRRIGATION PLAN

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text

EM

4"

4"

1.5"

4"

4"

2"

2"

2.5"

2"

1.25"

1.25"

1.25"

2.5"

2"

2"

1.5"

1.25"

1.25"

3"

3"

2.5"

2"

1.5"

2"

2"

6"

6"

6"

6"

6"

6"

6"

D1

6"

6"

3"

1.5"

1.5"

1.25"

3"

2.5"

2.5"

2"

2"

2"

2"

1.5"

1.25"

1.5"

1.5"

1.25"

1.25"

3"

1.25"

3"

2.5"

2"

1.5"

6"

3"

2.5"

2.5"

2"

2"

3"

3"

2.5"

1.25"

1.5"

1.25"

1.25"

1.25"

1.25"

1.25"

BRING FOUR (4) SPARE

WIRES AND ONE (1) COMMON

WIRE TO THIS POINT

3"

1"

B-7

3"

B-8

2"

B-9

3"

B-10

2"

B-11

2"

Q

Q

Q

Q

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn LI106

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

HARRIS COUNTY, TEXAS

851PC2048

RWB JDL

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of

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

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 Gilpin Engineering

(512) 220-8100 Komatsu Inc.

(817) 587-8100

GIS, Inc.

(205) 941-0442

AES Group

(303) 841-3922

ECS Southwest, LLP

713-955-1980 215FEBRUARY 7, 2020

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

ROBERT W. BECCARD

84064

P

R

O

F

E

S

S

I

O

N A L

E

N

G

I

N

E

E

R

S

T

A

T

E

O F

T

E

X

A

S

L

I

C

E

N S

E

D

KEY MAP

(NOT TO SCALE)

1 2

7 8

9A

9B

1" =

30' 0' 15' 30' 60'

30'

MATCHLINE SEE SHEET LI103

M A

T C

H L I N

E

S

E

IRRIGATION PLAN

AutoCAD SHX Text E

AutoCAD SHX Text

MH

AutoCAD SHX Text

UNDER CONSTRUCTION

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text

EM