S02_Attachment-6_Plans_916CM3017_Part4.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

916CM3017

MAY 26, 2020 RPP MAC Dwg. of 72

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

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

GC501

EROSION AND SEDIMENT CONTROL

DETAILS

24"

OVERLAP ENDS TIGHTLY

24" MINIMUM

SECURE END

OF LOG TO

STAKE AS

DIRECTED

TEMP. EROSION

CONTROL LOG

F l o w

R

O

A

D

W

A

Y

F l o w

F l o w

F l o w

CURB

FLOW

FLOW

TEMP. EROSION

CONTROL LOG

COMPLETELY SURROUND

DRAINAGE ACCESS TO

AREA DRAIN INLETS WITH

EROSION CONTROL LOG

F l o w

6" CURB

R

O

A

D

W

A

Y

F l o w

F l o w

F l o w

CURB INLET

INLET

EXTENSION

2 FT

MIN.

2 FT

MIN.CURB AND

GRATE INLET

EROSION CONTROL LOG AT DROP INLET

CL-DI

TEMP. EROSION

CONTROL LOG

B

B

24"-30"

STAKE OR USE SANDBAGS

ON DOWNHILL SIDE OF

LOG AS NEEDED TO HOLD

IN PLACE (TYPICAL)

SANDBAG

SANDBAG

EROSION CONTROL LOG AT CURB & GRADE INLET

TEMPORARY EROSION CONTROL LOG

USE STAKES ON DOWNSTREAM SIDE OF

LOGS, AT ENDS, MIDPOINT, & AS

NEEDED OR SANDBAGS TO HOLD IN PLACE.

USE STAKES ON

DOWNSTREAM SIDE OF

LOGS, AT ENDS, MIDPOINT, &

AS

NEEDED OR SANDBAGS TO

HOLD IN PLACE.

2 SAND BAGS

2 SAND BAGS

NOTE:

EROSION CONTROL LOGS USED AT CURB INLETS

SHOULD ONLY BE USED IF THEY WILL NOT IMPEDE

TRAFFIC OR FLOOD THE ROADWAY OR WHEN THE

STORM SEWER SYSTEM IS NOT FULLY FUNCTIONAL.

6"-8"

CL-GI

DN:

FILE:

JOBSECT HIGHWAYCONT

EC(9)-16

JULY 2016

TxDOTec916 SANDBAG DETAIL

SECTION B-B

SHEET 3 OF 3

Design Division Standard

TEMPORARY EROSION,

SEDIMENT AND WATER

POLLUTION CONTROL MEASURES

EROSION CONTROL LOG

D I S

C L A

I M

E R

T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x a s

E n g i n e e r i n g

P r a c t i c e

A c t

N o w a r r a n t y o f a n y k i n d i s m a d e b y

T x D

O T f o r a n y p u r p o s e w h a t s o e v e r

T x D a s s u m e s n o r e s p o n s i b i l i t y f o r t h e c o n v e r s i o n o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r m i t s u s e

SECTION C-C

STAKE

FLOW

A A

1'

B

B

R.O.W.

BACK OF CURB

FLOW

DISTURBED AREA

LIP OF GUTTER

C

C

R.O.W.

FLOW

GENERAL NOTES:

1/2"

R

REBAR STAKE DETAIL

#3 BAR

DIAMETER MEASUREMENTS OF EROSION

CONTROL LOGS SPECIFIED IN PLANS

DISTURBED AREA

BACK OF CURB

LIP OF GUTTER

PLAN VIEW

PLAN VIEW

CL-ROW

CL-BOC

CL-D

PLAN VIEW

M

I N

STAKE LOG ON DOWNHILL

SIDE AT THE CENTER,

AT EACH END, AND AT

ADDITIONAL POINTS AS

NEEDED TO SECURE LOG

(4' MAX. SPACING), OR

AS DIRECTED BY THE

ENGINEER.

STAKE ON DOWNHILL SIDE OF

LOG AT 8' (ON CENTER) MAX.

AS NEEDED TO SECURE LOG,

OR AS DIRECTED BY THE

ENGINEER.

STAKE ON DOWNHILL SIDE OF

LOG AT 8' (ON CENTER) MAX.

AS NEEDED TO SECURE LOG,

OR AS DIRECTED BY THE

ENGINEER.

EROSION CONTROL LOG DAM

STAKE

SECTION B-B

TEMP. EROSION

CONTROL LOG

1' (TYP.)

SECTION A-A

EROSION CONTROL LOG AT EDGE OF RIGHT-OF-WAY

EROSION CONTROL LOG AT BACK OF CURB

STAKE LOG ON DOWNHILL

SIDE AT THE CENTER,

AT EACH END, AND AT

ADDITIONAL POINTS AS

NEEDED TO SECURE LOG

(4' MAX. SPACING),

OR AS DIRECTED BY

THE ENGINEER.

COMPOST CRADLE

UNDER EROSION

CONTROL LOG

SECURE END

OF LOG TO

STAKE AS

DIRECTED

TEMP. EROSION

CONTROL LOG

TEMP. EROSION

CONTROL LOG

R.O.W.

COMPOST CRADLE

UNDER EROSION

CONTROL LOG

TEMP. EROSION

CONTROL LOG

R.O.W.

COMPOST CRADLE

UNDER EROSION

CONTROL LOG

SECURE END

OF LOG TO

STAKE AS

DIRECTED

SECURE END

OF LOG TO

STAKE AS

DIRECTED

TEMP. EROSION

CONTROL LOG

TEMPORARY

EROSION

CONTROL

LOG

1'

(TYP.)

CL-GI

ADDITIONAL UPSTREAM

STAKES FOR HEAVY

RUNOFF EVENTS

ADDITIONAL UPSTREAM

STAKES FOR HEAVY

RUNOFF EVENTS

ADDITIONAL UPSTREAM

STAKES FOR HEAVY

RUNOFF EVENTS

ADDITIONAL UPSTREAM

STAKES FOR HEAVY

RUNOFF EVENTS

1. EROSION CONTROL LOGS SHALL BE INSTALLED

IN ACCORDANCE WITH MANFACTURER'S

RECOMMENDATIONS, OR AS DIRECTED BY THE

ENGINEER.

2. LENGTHS OF EROSION CONTROL LOGS SHALL

BE IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS AND AS REQUIRED FOR

THE PURPOSE INTENDED.

3. UNLESS OTHERWISE DIRECTED, USE

BIODEGRADABLE OR PHOTODEGRADABLE

CONTAINMENT MESH ONLY WHERE LOG WILL

REMAIN IN PLACE AS PART OF A VEGETATIVE

SYSTEM. FOR TEMPORARY INSTALLATIONS,

USE RECYCLABLE CONTAINMENT MESH.

4. FILL LOGS WITH SUFFICIENT FILTER MATERIAL

TO ACHIEVE THE MINIMUM COMPACTED DIAMETER

SPECIFIED IN THE PLANS WITHOUT EXCESSIVE

DEFORMATION.

5. STAKES SHALL BE 2" X 2" WOOD OR

#3 REBAR, 2'-4' LONG, EMBEDDED SUCH THAT

2" PROTRUDES ABOVE LOG, OR AS DIRECTED BY

THE ENGINEER.

6. DO NOT PLACE STAKES THROUGH CONTAINMENT

MESH.

7. COMPOST CRADLE MATERIAL IS INCIDENTAL &

WILL NOT BE PAID FOR SEPARATELY.

8. SANDBAGS USED AS ANCHORS SHALL BE PLACED

ON TOP OF LOGS & SHALL BE OF SUFFICIENT

SIZE TO HOLD LOGS IN PLACE.

9. TURN THE ENDS OF EACH ROW OF LOGS UPSLOPE

TO PREVENT RUNOFF FROM FLOWING AROUND THE

LOG.

10. FOR HEAVY RUNOFF EVENTS, ADDITIONAL

UPSTREAM STAKES MAY BE NECESSARY TO KEEP

LOG FROM FOLDING IN ON ITSELF.

CL-D

CL-BOC

CL-ROW

CL-SST

CL-SSL

CL-DI

CL-CI

EROSION CONTROL LOG DAM

EROSION CONTROL LOG AT DROP INLET

EROSION CONTROL LOG AT CURB INLET

EROSION CONTROL LOG AT CURB & GRATE INLET

LEGEND

EROSION CONTROL LOG AT EDGE OF RIGHT-OF-WAY

EROSION CONTROL LOGS ON SLOPES

STAKE AND TRENCHING ANCHORING

EROSION CONTROL LOGS ON SLOPES

STAKE AND LASHING ANCHORING

EROSION CONTROL LOG AT BACK OF CURB

DN:

FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

HIGHWAY

SHEET NO.

CONT

EC(9)-16

JULY 2016

TxDOTec916

SHEET 1 OF 3

Design Division Standard

TEMPORARY EROSION,

SEDIMENT AND WATER

POLLUTION CONTROL MEASURES

EROSION CONTROL LOG

MINIMUM

COMPACTED

DIAMETER

MINIMUM

COMPACTED

DIAMETER

SEDIMENT BASIN & TRAP USAGE GUIDELINES

3. Just before the drainage enters a water course

4. Just before the drainage leaves the right of way

1. Within drainage ditches spaced as needed or min. 500' on center sediment out of runoff draining from an unstabilized area.

2. Immediately preceding ditch inlets or drain inlets

5. Just before the drainage leaves the construction limits where drainage flows away from the project.

Cleaning and removal of accumulated sediment deposits is incidental and will not be paid for separately.

An erosion control log sediment trap may be used to filter

Log Traps: The drainage area for a sediment trap should not exceed

5 acres. The trap capacity should be 1800 CF/Acre (0.5" over the drainage area).

Control logs should be placed in the following locations:

The logs should be cleaned when the sediment has accumulated to a depth of 1/2 the log diameter.

D I S

C L A

I M

E R

T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x a s

E n g i n e e r i n g

P r a c t i c e

A c t

N o w a r r a n t y o f a n y k i n d i s m a d e b y

T x D r a n y p u r p o s e w h a t s o e v e r

T x D s u m e s n o r e s p o n s i b i l i t y f o r t h e c o n v e r s i o n o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r s u s e

5'-0" ABOVE

TOE OF SLOPE

S T

A G

G E

R

JO

IN

T

S

5'-0" T O

10'-0"

S T

A G

G E

R

JO

IN

T

S

5'-0" T O

10'-0"

STAKE NOTCH DETAIL

STAKE

ROPE

1/2" x 1/2"

NOTCH

1' 2'

STAKE

6' BELOW

TOP OF SLOPE

TOP OF SLOPE

EROSION CONTROL LOG

5'-0" ABOVE

TOE OF SLOPE

6' BELOW

TOP OF SLOPE

TOP OF SLOPE

EROSION CONTROL LOG

2' MINIMUM

M

I N

I M

U M

6" DIAMETER

MINIMUM

EROSION CONTROL LOG

SLOPE

ROPE

NOTCH Typ

STAKE

2" x 2" WOOD or #3 REBAR, 2' TO 4' LONG.

PLACE EXCAVATED

MATERIAL ON UPHILL

SIDE OF EROSION

CONTROL LOG.

M

I

N

I

M

U

M

2'

1'

OVERLAP

2'

EROSION

CONTROL

LOG

EROSION

CONTROL

LOG

TOE OF SLOPE

TOE OF SLOPE

M

I N

DISTURBED AREA

SECURE END

OF LOG TO

STAKE AS

DIRECTED

5'

END SECTION RAP DETAIL

NOTE: COMPACT EXCAVATED

SOIL TO PREVENT

UNDERCUTTING.

1'

2' MINIMUM 2'

OVERLAP

EROSION

CONTROL

LOG

ADDITIONAL

STAKING IF

NEEDED FOR

HEAVY RUNOFF

EVENTS

4'

LOG SPACING

(SEE EROSION

CONTROL LOG

SPACING

TABLE BELOW)

LOG SPACING

(SEE EROSION

CONTROL LOG

SPACING

TABLE BELOW)

STAKE AND TRENCHING ANCHORING DETAIL

STAKE AND LASHING ANCHORING DETAIL

CL-SST

CL-SSL

CL-SSL

CL-SST

EROSION CONTROL LOGS ON SLOPES

STAKE AND TRENCHING ANCHORING

EROSION CONTROL LOGS ON SLOPES

STAKE AND LASHING ANCHORING

DN:

FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

HIGHWAY

SHEET NO.

CONT

EC(9)-16

JULY 2016

TxDOTec116

SHEET 2 OF 3

EROSION CONTROL LOG SPACING TABLE

6" 8" 12"

2:1

3:1

18"

SLOPE

1:1 OR STEEPER

4:1 OR FLATTER

LOG DIAMETER

TRENCH DEPTH TABLE

LOG DIAMETER

DEPTH

6"

8"

2"

3"

4"

* ADJUSTMENTS CAN BE MADE FOR SOIL TYPE:

SOFT, LOAMY SOILS-ADJUST ROWS CLOSER TOGETHER;

HARD, ROCKY SOILS- ADJUST ROWS FARTHER APART

12"

18" 5"

5' 10'

15'

20'

10'

20'

30'

40'

15' 30'

45'

60'

20'

40'

60' 80'

Design Division Standard

TEMPORARY EROSION,

SEDIMENT AND WATER

POLLUTION CONTROL MEASURES

EROSION CONTROL LOG

D I S

C L A

I M

E R

T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x a s

E n g i n e e r i n g

P r a c t i c e

A c t

N o w a r r a n t y o f a n y k i n d i s m a d e b y

T x D r a n y p u r p o s e w h a t s o e v e r

T x D s u m e s n o r e s p o n s i b i l i t y f o r t h e c o n v e r s i o n o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r s u s e

DN: CK: DW:FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

HIGHWAY

SHEET NO.

CONT

TxDOT

8" Min.

4' Min.

4' Min.

n

Foundation course

Approach transition Approach transition

50' Min.

6" min.

Drain to sediment trapping device

Treated timber plank

2" X 10"

Railroad ties

Typical dimensions 8" X 10" X 8'

50' Min.

10" Min.

2" X 6"

Treated timber plank

PLAN VIEW

R.O.W.

Disturbed

Soil Area

Paved Roadway

Stabilized

Driveway

A A

1/2" Min. thick plywood or

2" X 8" treated timbers nailed onto abutted ends of wood sheets pressed wafer board sheets

See note 2

Disturbed soil

1/2" Min. thick treated plywood or

2" X 8" Timbers

Nailed onto ends of wood sheets pressed wafer board sheets

16 Penny Nails @

1' on centers.

4' Min.

4' Min.

n

Foundation course

Approach transition Approach transition

50' Min.

6" min.

2. The coarse aggregate should be open graded with a size of 4" to 8".

Coarse Aggregate

Drain to sediment trapping device

50' Min.

KM

C TxDOT:

1. The length of the type 1 construction exit shall be as indicated on the plans, but not less than 50'.

3. The approach transitions should be no steeper than 6:1 and constructed as directed by the Engineer.

4. The construction exit foundation course shall be flexible base, bituminous concrete, portland cement concrete or other material as approved by the Engineer.

5. The construction exit shall be graded to allow drainage to a sediment trapping device.

6. The guidelines shown hereon are suggestions only and may be modified by the Engineer.

' M in.

O ne -W ay

' M in.

T wo -W ay

M i n

T w o W a y

7. Construct exits with a width of at least 14 ft. for one-way and 20 ft.

for two-way traffic for the full width of the exit, or as directed by the engineer.

M i n

O n e w a y

1. The length of the type 3 construction exit shall be as

2. The type 3 construction exit may be constructed from open graded crushed stone with a size of two to four inches spread a min. of 4" thick to the limits shown on the plans.

shown on the plans, or as directed by the Engineer.

4. The guidelines shown hereon are suggestions only and may be modified by the Engineer.

3. The treated timber planks shall be #2 grade min., and should be free from large and loose knots.

VP

D I S

C L A

I M

E R

T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x a s

E n g i n e e r i n g

P r a c t i c e

A c t

N o w a r r a n t y o f a n y k i n d i s m a d e b y

T x D r a n y p u r p o s e w h a t s o e v e r

T x D s u m e s n o r e s p o n s i b i l i t y f o r t h e c o n v e r s i o n o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r s u s e

Design Division Standard

TEMPORARY EROSION,

SEDIMENT AND WATER

POLLUTION CONTROL MEASURES

EC(3)-16

CONSTRUCTION EXITS

GENERAL NOTES (TYPE 1)

GENERAL NOTES (TYPE 3)

8. Construct exits with a width of at least 14 ft. for one-way and 20 ft.

for two-way traffic for the full width of the exit, or as directed by the engineer.

be free from large and loose knots.

4. The approach transitions shall be no steeper than 6:1 and constructed as directed by the Engineer.

5. The construction exit foundation course shall be flexible base, bituminous concrete, portland cement concrete or other material as approved by the Engineer.

3. The treated timber planks shall be #2 grade min., and should

2. The treated timber planks shall be attached to the railroad

1. The length of the type 2 construction exit shall be as indicated on the plans, but not less than 50'.

ties with 1/2"x 6" min. lag bolts. Other fasteners may be used as approved by the Engineer.

7. The guidelines shown hereon are suggestions only and may be modified by the Engineer.

6. The construction exit should be graded to allow drainage to a sediment trapping device.

GENERAL NOTES (TYPE 2)

PLAN VIEW

ELEVATION VIEW ELEVATION VIEW

CONSTRUCTION EXIT (TYPE 1) CONSTRUCTION EXIT (TYPE 2)

TIMBER CONSTRUCTION (LONG TERM)ROCK CONSTRUCTION (LONG TERM)

PLAN VIEW

CONSTRUCTION EXIT (TYPE 3)

SECTION A-A

SHORT TERM

Dozer tracks create track imprints parallel to the slope contour.

Woven filter fabric

90°

2"

Connect the ends of the successive reinforcement sheets or rolls a minimum of 6 times with hog rings.

F

L

O

W

F

L

O

W

Fasten fabric to the top strand of the wire using hog rings or cord at a maximum spacing of 15".

A

A

Linear soil impressions.

TEMPORARY SEDIMENT CONTROL FENCE

Place 4" to 6" of fabric against the trench side and approximately 2" across the trench bottom in the upstream direction.

Minimum trench size shall be 6" square.

Backfill and hand tamp.

SEDIMENT CONTROL FENCE USAGE GUIDELINES

A sediment control fence may be constructed near the downstream perimeter of a disturbed area along a contour to intercept sediment from overland runoff. A 2 year storm frequency may be used to calculate the flow rate to be filtered.

Sediment control fence should be sized to filter a maximum flow through rate of 100 GPM/FT . Sediment control fence is not recommended to control erosion from a drainage area larger than 2 acres.

SECTION

A-A

FLOW

Filter fabric 3' min. width.

Embed posts 18" min.

or Anchor if in rock.

6"

2"

90°

Backfill & hand tamp.

4' minimum steel or wood posts spaced at 6' to 8'.

Softwood posts shall be 3" minimum in diameter or nominal 2" x 4".

Hardwood posts shall have a minimum cross section of 1.5" x 1.5"

GENERAL NOTES

VERTICAL TRACKING

LEGEND

Sediment Control Fence

SCF

1. Vertical tracking is required on projects where soil distributing activities have occurred unless otherwise approved.

2. Perform vertical tracking on slopes to temporarily stabilize soil.

3. Provide equipment with a track undercarriage capable of producing linear soil impressions measuring a minimum of 12" in length by 2" to 4" in width by 1/2" to 2" in depth.

4. Do not exceed 12" between track impressions.

5. Install continous linear track impressions where the minimum 12" length impressions are perpendicular to the slope or direction of water flow.

HINGE JOINT KNOT WOVEN MESH (OPTION) DETAIL

Top of Fence

Galvanized hinge joint knot woven mesh (12.5 GA.SWG Min.)

requires a minimum of five horizontal wires spaced at a maximum of 12 inches apart and all vertical wires spaced at a maximum of 12 inches apart.

Galvanized welded wire mesh (W.W.M.)

(12.5 GA. SWG Min.) with a maximum opening size of 2"x 4"or Woven Mesh

(W.M.)(See woven mesh option detail)

DN: CK: DW:

FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

HIGHWAY

SHEET NO.

CONT

EC(1)-16

DN/CK:

KM LSVP

JULY 2016

TxDOTec116

S

L

O

P

E

S

L

O

P

E

Design Division Standard

TEMPORARY EROSION,

SEDIMENT AND WATER

POLLUTION CONTROL MEASURES

FENCE & VERTICAL TRACKING

D I S

C L A

I M

E R

T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x a s

E n g i n e e r i n g

P r a c t i c e

A c t

N o w a r r a n t y o f a n y k i n d i s m a d e b y

T x D r a n y p u r p o s e w h a t s o e v e r

T x D s u m e s n o r e s p o n s i b i l i t y f o r t h e c o n v e r s i o n o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r s u s e

DN: CK: DW:

FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

HIGHWAY

SHEET NO.

CONT

DN/CK:

KM LSVP

JULY 2016

C TxDOT:

TxDOTec416

TYPICAL DIKE CONFIGURATION

F lo w

EMBANKMENT SECTION - DIVERSION DIKE

INTERCEPTOR DIKE

F lo w

PERIMETER DIKE

D

DIVERSION DIKE

D

D

D

Dike in cut operations

Original ground

Dike in fill operations

Existing public travelway

Embankment area

See typical Dike configuration

D a il y e m b a n k m e n t p la c e m e n t

Dike to be incorporated into next embankment lift.

Embankment Operation

Control discharge onto stabilized area or sediment trapping device

(level spreader shown)

F l o w

F l o w

F l o w

See typical Dike configuration

Construction

Zone

F lo w

F l o w

Discharge to perimeter diversion structure, sediment trap, or stabilized area.

Top width

See Note 3

Height from upslope toe 18 in. Minimum

Existing or graded ground

GENERAL NOTE

D

DIKE

PLANS SHEET LEGEND

A Dike may be used to intercept runoff and divert it around unstabilized areas or to divert sediment laden runoff to an erosion control device (sediment basin or trap, rock filter dam, etc.).

The drainage area contributing runoff to a dike should not exceed 5 acres. The spacing of dikes should be as follows:

Slope of disturbed greater less areas above dike than 10% 5 - 10% than 5%

Maximum distance 100' 200' 300' between dikes

Intercepted runoff flowing along a dike should outlet to a stabilized area (vegetation, rock, etc.).

DIKE USAGE GUIDELINES

1. Soil used in dike construction shall be machine compacted.

2. Top width and height of dike may be modified with prior approval of the Engineer.

3. Side slopes within the safety clear zone of a roadway shall be 6:1 or flatter.

4. Grading shall be shown elsewhere in the plans or as directed by the Engineer.

5. The Engineer reserves the right to modify the dimensions shown for the dike dependent on runoff volume characteristics.

6. Dikes that are in place for more than 14 calendar days should be stabilized to prevent sediment runoff.

7. The guidelines shown hereon are suggestions only and may be modified by the Engineer.

8. Remove sediment and debris when accumulation affects the performance of the devices, after a rain and when directed by the engineer.

2 ft. Minimum

EC(4)-16

(EARTHWORK FOR EROSION CONTROL)

DIKES

Design Division Standard

TEMPORARY EROSION,

SEDIMENT AND WATER

POLLUTION CONTROL MEASURES

D

D I S

C L A

I M

E R

T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x a s

E n g i n e e r i n g

P r a c t i c e

A c t

N o w a r r a n t y o f a n y k i n d i s m a d e b y

T x D r a n y p u r p o s e w h a t s o e v e r

T x D s u m e s n o r e s p o n s i b i l i t y f o r t h e c o n v e r s i o n o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r s u s e

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REVISIONS

HIGHWAY

SHEET NO.

CONT

EC(6)-16

DN/CK:

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JULY 2016

TxDOTec616

F l o w

F l o w

Anti-Vortex Device

(If Applicable)

Flow

See Note 3

Steel anchor plate or concrete base to hold pipe down and in place

Anti-Seep collars

(If shown elsewhere on the plans)

18 in. Min.

5 ft. Max.

Perforated riser

See Note 4 4 ft. Min.

A

A

Design Division Standard

SEDIMENT BASIN WITH PIPE OUTLET

SECTION A-A

(EARTHWORK FOR EROSION CONTROL)

SEDIMENT BASINS AND TRAPS

TEMPORARY EROSION,

SEDIMENT AND WATER

POLLUTION CONTROL MEASURES

D I S

C L A

I M

E R

T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x a s

E n g i n e e r i n g

P r a c t i c e

A c t

N o w a r r a n t y o f a n y k i n d i s m a d e b y

T x D r a n y p u r p o s e w h a t s o e v e r

T x D s u m e s n o r e s p o n s i b i l i t y f o r t h e c o n v e r s i o n o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r s u s e

GENERAL NOTES:

1. PIPE OUTLET MATERIAL SHALL CONFORM TO THE ITEM "PIPE

UNDERDRAINS" OR AS ACCEPTED BY THE ENGINEER.

2. ALL PIPE CONNECTIONS SHALL BE WATERTIGHT.

3. SIDE SLOPES WITHIN THE SAFETY CLEAR ZONE OF A ROADWAY

SHALL BE 6:1 OR FLATTER. PROTECT THE TRAVELING PUBLIC

FROM INLET STACKS WITHIN THE CLEAR ZONE.

4. SEDIMENT BASINS SHALL HAVE SIDE SLOPES OF 3:1 OR

FLATTER.

5. THE DIMENSIONS AND LIMITS OF EXCAVATION FOR SEDIMENT

BASINS AND TRAPS WILL BE AS SHOWN ELSEWHERE ON THE

PLANS.

6. THE SANDBAG MATERIAL SHALL BE MADE OF POLYPROPYLENE,

POLYETHYLENE OR POLYAMIDE WOVEN FABRIC, MIN. UNIT

WEIGHT 4 OUNCES /SY, MULLEN BURST STRENGTH EXCEEDING

300 PSI AND ULTRAVIOLET STABILITY EXCEEDING 70%.

7. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY

AND MAY BE MODIFIED BY THE ENGINEER.

SEDIMENT BASIN USAGE GUIDELINES:

A SEDIMENT BASIN AND/OR TRAP MAY BE USED TO PRECIPITATE

SEDIMENT OUT OF RUNOFF DRAINING FROM AN UN-STABILIZED

AREA.

BASINS: THE DRAINAGE AREA FOR A SEDIMENT BASIN SHOULD

NOT EXCEED 100 ACRES. THE BASIN CAPACITY SHALL BE AT

LEAST 1,800 CF/ACRE OF DRAINAGE AREA (0.5" OVER THE

DRAINAGE AREA). IF THE DISTURBED AREA DRAINING TO THE

BASIN IS LARGER THAN 10 ACRES, THE BASIN CAPACITY SHOULD

BE 3,600 CF/ACRE (1.0" OVER THE DRAINAGE AREA).

THE BASIN SHOULD HAVE A 40 HOUR DRAW-DOWN TIME WITH AN

EMERGENCY SPILLWAY. THE SPILLWAY MAY BE DESIGNED TO

PASS THE PEAK RATE OF RUNOFF FROM A 25 YEAR FREQUENCY

STORM. THE 100 YEAR STORM SHOULD BE INVESTIGATED TO

CONSIDER POSSIBLE FLOODING IMPACTS.

THE ENTRANCE INTO THE BASIN SHOULD BE PROTECTED FROM

EROSION. THE BASIN SHOULD BE CLEANED WHEN THE CAPACITY

HAS BEEN REDUCED BY 1/3.

See dike details

(perimeter, diversion, or interceptor)

Outlet onto a stabilized area with a level spreader

Flow

Earth embankment

Width for payment

SEE NOTE 6

RFD3RFD1 RFD2

OR OR

Galvanized Woven Wire Mesh

(for Types 2 & 3)

GENERAL NOTES

4" Min.

Length for payment

Toe of slope

Native rock or other suitable material

Unconcentrated

Sheet Flow

Optional Sandbags

(See Usage

Guidelines)

2' Min.

Open graded rock

See Note 4

Galvanized woven wire mesh

(for Types 2 & 3)

4" Min.

Types 1 & 2 = 18"

Type 3 = 36"

SECTION C-C

Length

2' Min.

4" Min.

Level Crested Weir

1' Min.

Width for Payment

Weir

PROFILE

Galvanized Steel

Wire Mesh

Galvanized Steel

Wire Mesh

3', 6' or 9'

2' Dia.

SECTION A-ATYPE 4 (SACK GABIONS)

Sack Gabions

PLAN VIEW

3:1 Max.3:1 Max.

Ditch Flow

PLAN VIEW

3/4" Dia.

Rebar Stakes

SECTION B-B

FILTER DAM AT TOE OF SLOPE

RFD1

FILTER DAM AT SEDIMENT TRAP

RFD1

RFD2

OR

Excavation (If shown on construction drawings)

RFD4

1. If shown on the plans or directed by the Engineer, filter dams should be placed near the toe of slopes where erosion is anticipated, upstream and/or downstream at drainage structures, and in roadway ditches and channels to collect sediment.

2. Materials (aggregate, wire mesh, sandbags, etc.) shall be as indicated by the specification for "Rock Filter Dams for Erosion and Sedimentation

Control".

3. The rock filter dam dimensions shall be as indicated on the SW3P plans.

4. Side slopes should be 2:1 or flatter. Dams within the safety zone shall have sideslopes of 6:1 or flatter.

5. Maintain a minimum of 1' between top of rock filter dam weir and top of embankment for filter dams at sediment traps.

6. Filter dams should be embedded a minimum of 4" into existing ground.

7. The sediment trap for ponding of sediment laden runoff shall be of the dimensions shown on the plans.

8. Rock filter dam types 2 & 3 shall be secured with 20 gauge galvanized woven wire mesh with 1" diameter hexagonal openings. The aggregate shall be placed on the mesh to the height & slopes specified.

The mesh shall be folded at the upstream side over the aggregate and tightly secured to itself on the downstream side using wire ties or hog rings. For in stream use, the mesh should be secured or staked to the stream bed prior to aggregate placement.

9. Sack Gabions should be staked down with 3/4" dia. rebar stakes, and have a double-twisted hexagonal weave with a nominal mesh opening of 2 1/2" x 3 1/4"

10. Flow outlet should be onto a stabilized area (vegetation, rock, etc.).

11. The guidelines shown hereon are suggestions only and may be modified by the Engineer.

"V" SHAPE

A "V" Shape may be used for higher velocity flows.

(See "V" Shape Plan View below)

C

C

B

A

A

C

C

Direction of Flow

DN: CK: DW:

FILE:

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DIST

REVISIONS

HIGHWAY

SHEET NO.

CONT

EC(2)-16

DN/CK:

KM LSVP

JULY 2016

TxDOTec216

B

ROCK FILTER DAM USAGE GUIDELINES

Design Division Standard

TEMPORARY EROSION,

SEDIMENT AND WATER

POLLUTION CONTROL MEASURES

ROCK FILTER DAMS

Rock Filter Dams should be constructed downstream from disturbed areas to intercept sediment from overland runoff and/or concentrated flow.

The dams should be sized to filter a maximum flow through rate of 60

GPM/FT of cross sectional area. A 2 year storm frequency may be used to calculate the flow rate.

Type 1 (18" high with no wire mesh) (3" to 6" aggregate): Type 1 may be used at the toe of slopes, around inlets, in small ditches, and at dike or swale outlets. This type of dam is recommended to control erosion from a drainage area of 5 acres or less. Type 1 may not be used in concentrated high velocity flows (approximently 8 Ft/Sec or more) in which aggregate wash out may occur. Sandbags may be used at the embedded foundation

(4" deep min.) for better filtering efficiency of low flows if called for on the plans or directed by the Engineer.

Type 2 (18" high with wire mesh) (3" to 6" aggregate): Type 2 may be used in ditches and at dike or swale outlets.

Type 3 (36" high with wire mesh) (4" to 8" aggregate): Type 3 may be used in stream flow and should be secured to the stream bed.

Type 4 (Sack gabions) (3" to 6" aggregate): Type 4 May be used in ditches and smaller channels to form an erosion control dam.

Type 5: Provide rock filter dams as shown on plans.

NOT TO SCALE

STABILIZED CONSTRUCTION EXIT

NOT TO SCALE

SEDIMENT CONTROL FENCE

NOT TO SCALE

DIVERSION DIKES

NOT TO SCALE

SEDIMENT BASIN WITH PIPE OUTLET

NOT TO SCALE

EROSION CONTROL LOG

NOT TO SCALE

INLET PROTECTION (EROSION CONTROL LOG)

NOT TO SCALE

ROCK FILTER DAMS

NOT TO SCALE

RIP-RAP OUTLET

DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY

N.T.S.

EXAMPLE OF BASIN OUTLET DESIGN

N.T.S.

SCHEMATICS OF SEDIMENT BASIN WITH SURFACE SKIMMER

N.T.S.

VERTICAL TRACKING NOTES:

1. SEE PLAN VIEW FOR: LOCATION(S) OF VERTICAL TRACKING.

2. VERTICAL TRACKING SHALL BE PROVIDED PROMPTLY AFTER COMPLETION OF FINISHED

GRADING (FOR AREAS NOT RECEIVING TOPSOIL) OR PRIOR TO TOPSOIL PLACEMENT OR ANY

FORECASTED RAIN EVENT

3. AREAS WHERE BUILDING FOUNDATIONS, PAVEMENT, OR SOD WILL BE PLACED WITHOUT

DELAY IN THE CONSTRUCTION SEQUENCE, VERTICAL TRACKING IS NOT REQUIRED.

4. DISTURBED SURFACES SHALL BE ROUGHENED USING RIPPING OR TILLING EQUIPMENT ON

THE CONTOUR OR TRACKING UP AND DOWN A SLOPE USING EQUIPMENT TREADS. PROVIDE

EQUIPMENT WITH A TRACK UNDERCARRIAGE CAPABLE OF PRODUCING LINEAR SOIL

IMPRESSIONS MEASURING A MINIMUM OF 12" IN LENGTH BY 2" TO 4" IN WIDTH BY 1/2" TO 2" IN

DEPTH. DO NOT EXCEED 12" BETWEEN TRACK IMPRESSIONS.

5. INSTALL CONTINOUS LINEAR TRACK IMPRESSIONS WHERE THE MINIMUM 12" LENGTH

IMPRESSIONS ARE PERPENDICULAR TO THE SLOPE OR DIRECTION OF WATER FLOW.

6. A FARMING DISK SHALL NOT BE USED FOR VERTICAL TRACKING.

Design Division Standard

NOT TO SCALE

VERTICAL TRACKING

TEMPORARY

TEMPORARY

PERMANENT OUTLET WITH DITCH

PROTECTIVE APRON DIMENSIONS

1. STRUCTURE #01 (POND OUTLET PIPE)

PIPE DIAMETER (D) = 36"

d50 RIPRAP SIZE = 6"

APRON LENGTH (L) = 36'

APRON WIDTH = MATCH DITCH WIDTH

APRON DEPTH = 2'

PERMANENT OUTLET WITHOUT DITCH

PROTECTIVE APRON DIMENSIONS

1. STRUCTURE #10

PIPE DIAMETER (D) = 36"

d50 RIPRAP SIZE = 6"

APRON LENGTH (L) = 13'

APRON WIDTH = 15'

APRON DEPTH = 2'

2. STRUCTURE #40

PIPE DIAMETER (D) = 24"

d50 RIPRAP SIZE = 6"

APRON LENGTH (L) = 13'

APRON WIDTH = 15'

APRON DEPTH = 2'

0%0%

0%

EX. 8" WATER

MAIN (TYP.)

(LOCATION

APPROXIMATE)

L

O

N

E

S

A

R

C

R

C

L

E

EX. UNDERGROUND

TELEPHONE CABLE & FIBER

OPTIC CABLE IN 4"Ø PVC

CONDUIT W/ 4"Ø PVC SPARE

CONDUIT (LOCATION

APPROXIMATE)

EX. 30"Ø HIGH PRESSURE

GAS TRANSMISSION MAIN

(LOCATION APPROXIMATE)

EX. 12"Ø POTABLE

WATER MAIN

(LOCATION

APPROXIMATE)

EX. UTILITY EASEMENT

VOLUME 98193, PAGE 2128

O.P.R.D.C.T.

EX. GRAVEL

DRIVE (TYP.)

EX. 12"Ø

IRRIGATION

WATER MAIN

(LOCATION

APPROXIMATE)

EX. 12"Ø POTABLE

WATER MAIN

(LOCATION

APPROXIMATE)

EX. IRRIGATION

BACKFLOW

PREVENTER AND

METER PIT (LOCATION

APPROXIMATE)

EX. GRAVEL

DRIVE (TYP.)

EX. 2" IRRIGATION WATER

LATERAL (LOCATION

APPROXIMATE)

EX. 2" IRRIGATION

WATER LATERAL

(LOCATION

APPROXIMATE)

30'R

30'R

30'R

30'R

24'

24'

0'R

0'R

0'R

0'R

+0

+0

12+00

+0

+0

+0

16+00

+0

PC: 10+42.83

PT: 11+70.38

PC: 12+30.14

PT: 13+81.65

PRC: 15+94.47

15" RCP

" R

CP

24'

RELOCATE EX. WATER

& IRRIGATION LINES

(MIN. 3.5' COVER)

43A

D4

10.5'

(TYP.)

15" RCP

18" RCP

D2

15" HDPE

PC: 14+41.94

" R

CP

24" RCP

4115" RCP

41A

D1

10.5'

(TYP.)

15" HDPE

250'R

250'R

40+00

41+00

P

P

T

P

C

" R

CP

TEST PIT TO CONFIRM

HORIZONTAL AND

VERTICAL LOCATION

OF EXISTING GAS

LINE WITHIN LIMITS

OF WORK. SEE NOTE

#2, THIS SHEET FOR

ADDITIONAL INFO.

TEST PIT TO CONFIRM

HORIZONTAL AND VERTICAL

LOCATION OF EXISTING GAS

LINE WITHIN LIMITS OF WORK.

SEE NOTE #2, THIS SHEET

FOR ADDITIONAL INFO.

GRAVESITE GRID MONUMENT

CONCRETE BURIAL SECTION MARKER

LEGEND:

LIMITS OF WORK

DIRECTION OF TRAFFIC ARROWS

(FOR INFORMATION ONLY)

HEADSTONE FACE DIRECTION

PRE-PLACED CRYPTS

CURB INLET (W/ LEFT & RIGHT

EXTENSIONS SHOWN)

FLARED CONCRETE HEADWALL

REINFORCED CONCRETE PAVEMENT

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

IN-GROUND CREMAIN SITES

MOUNTABLE CURB & GUTTER

STORM DRAIN MANHOLE

TEST PIT

DT502

DT502

DT503

DT504

DT504

DT505

DT501

DT503

REVERSE FLOW MOUNTABLE

CURB & GUTTER

DT503

CURB & GUTTERTRANSITION REVERSE FLOW

CURB & GUTTER

CURB & GUTTER TRANSITION 4

DT503

DROP INLET 2

DT504

EX. 30"Ø HIGH PRESSURE

GAS TRANSMISSION MAIN

(LOCATION APPROXIMATE)

EX. UTILITY EASEMENT

VOLUME 98193, PAGE 2128

(O.P.R.D.C.T.)

EX. 12"Ø POTABLE

WATER MAIN

(LOCATION

APPROXIMATE)

EX. GRAVEL

DRIVE (TYP.)

EX. UNDERGROUND

TELEPHONE CABLE & FIBER

OPTIC CABLE IN 4"Ø PVC

CONDUIT W/ 4"Ø PVC SPARE

CONDUIT (LOCATION

APPROXIMATE)

0'R

250'R

16+00

+0

+0

19+00

20+00

21+00

22+00

23+00

PRC: 17+80.76

PT

: 2

2+

.37

PC

: 2

2+

.47

" R

CP

12" RCP

24'

24'

45A

D3

12" RCP

TEST PIT TO CONFIRM

HORIZONTAL AND VERTICAL

LOCATION OF EXISTING GAS

LINE WITHIN LIMITS OF WORK.

SEE NOTE #2, THIS SHEET FOR

ADDITIONAL INFO.

TEST PIT TO

CONFIRM

HORIZONTAL AND

VERTICAL LOCATION

OF EXISTING GAS

LINE WITHIN LIMITS

OF WORK.

SEE NOTE #2, THIS

SHEET FOR

ADDITIONAL INFO.

KEY

KEYNOTE LEGEND:

DESCRIPTION

6 FLOWER WATERING STATION

SAW CUT & MATCH EX. CONCRETE PAVEMENT

RIP-RAP OUTLET

CRYPT PERIMETER UNDERDRAIN

CRYPT UNDERDRAIN CLEANOUT (TYP.)

CRYPT UNDERDRAIN HEADER PIPE (TYP.)

8" PVC WATER MAIN8

12" PVC IRRIGATION WATER MAIN9

2" PVC IRRIGATION WATER LATERAL

WATER MAIN 45° HORIZONTAL BEND (TYP.)11

ACCESSIBLE CURB RAMP12

DRAIN BASIN14

DT502

DT502

DT503

L-502

GC501

DT503

DT505

TIE TO EX. CURB & GUTTER

CRYPT LATERAL UNDERDRAIN (TYP.) 1

DT501

CONCRETE PLUG FOR FUTURE STORM PIPE CONNECTION3DT505

1. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT DIMENSIONS AND RADII

ARE BASED ON THE FACE OF CURB (FLOW LINE OF MOUNTABLE CURB) UNLESS

OTHERWISE NOTED ON THE PLANS.

2. NOTE PLAN LOCATIONS WHERE CONSTRUCTION LIMITS CROSS THE EXISTING

GAS MAIN. TEST PIT TO CONFIRM HORIZONTAL AND VERTICAL LOCATION OF

EXISTING GAS LINE WITHIN LIMITS OF WORK. EXPECTED COVER IS +/- 6'. IF

HORIZONTAL LOCATION OR DEPTH OF COVER VARIES FROM PLAN LOCATION,

NOTIFY RE/COR & A/E. GAS LINE UTILITY TOLERANCES REQUIRE NEGLIGIBLE

REDUCTION IN COVER OVER EXISTING LINE AND LESS THAN 6" INCREASE IN

COVER. GRADING ADJUSTMENT MAY BE NECESSARY AS A RESULT OF VARIATION.

SITE LAYOUT NOTES:

L

O

E

S

A

R

R

C

L

E

EX. 8" WATER

MAIN (TYP.)

(LOCATION

APPROXIMATE)

EX. 12"Ø IRRIGATION

WATER MAIN

(LOCATION

APPROXIMATE)

EX. 2" IRRIGATION WATER

LATERAL (LOCATION

APPROXIMATE)

KEY

KEYNOTE LEGEND:

DESCRIPTION

REMOVE / RELOCATE EX. 8" POTABLE WATER MAIN

REMOVE / RELOCATE EX. 12" IRRIGATION WATER MAIN

3 REMOVE / RELOCATE EX. 2" IRRIGATION LATERAL

REMOVE EX. CURB AND GUTTER

SAW CUT EX. ASPHALT

TERMINATE DEMOLITION OF EX. UTILITY LINE

REMOVE EX. UTILITY LINE

NOTES:

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE

DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY

ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE PROPOSED

CONSTRUCTION.

2. THE LENGTH OF CURBING TO BE REMOVED SHALL BE CARRIED TO THE NEAREST

CONTRACTION JOINT.

REMOVE & DISPOSE OF (OR RECYCLE) EX. CONCRETE

PAVEMENT; INCLUDES ALL AGGREGATE BASE COURSES.

DEMOLITION LEGEND:

CS101

SITE LAYOUT PLAN

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

916CM3017

MAY 26, 2020 RPP MAC Dwg. of 72

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

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

GRAPHICAL SCALE: 1" = 30'

30 15 0 30 60 90

KEY MAP

(NOT TO SCALE)

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

MATCHLINE

SEE THIS SHEET

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

MATCHLINE

SEE THIS SHEET

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

DEMO PLAN AREA

(1"=30')

SEE DEMO PLAN

AREA, THIS SHEET

APPROXIMATE LOCATION OF

100-YEAR FLOOD PLAIN

APPROXIMATE LOCATION OF

100-YEAR FLOOD PLAIN

EX. 12"Ø POTABLE

WATER MAIN

(LOCATION

APPROXIMATE)

EX. UTILITY EASEMENT

VOLUME 98193, PAGE 2128

O.P.R.D.C.T.

12" PVC SAN. SEW.

(APPROXIMATE LOCATION)

EX. GRAVEL

DRIVE (TYP.)

EX. 12"Ø POTABLE

WATER MAIN

(LOCATION

APPROXIMATE)

EX. IRRIGATION

BACKFLOW

PREVENTER AND

METER PIT (LOCATION

APPROXIMATE)

SECTION 41

1,590 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS) SECTION 43

932 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 45

698 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 40

996 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 42

998 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 44

788 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

2'R

600'R

+0

32+00

33+00

34+0035+00 36+00

37+00

38+00

PT

: 3

4+

.68

PC

: 3

5+

.87

" R

CP

44' (TYP.)

' (T

YP

44' (TYP.)

' (T

YP

44' (TYP.)

' (T

YP

90' (TYP.)

' (T

YP

90' (TYP.)

' (T

YP

90' (TYP.)

' (T

YP

24" RCP

" R

CP

15" RCP

24" RCP

12" RCP

24" RCP

" H

DP

E

HDPE

1 1

21A

31A

D6

D8

D4

C1

C2

30' (TYP.)

30' (TYP.)

30' (TYP.)

30' (TYP.)

4' (TYP.)

4' (TYP.)

4' (TYP.)

3' (TYP.)

3' (TYP.)

3' (TYP.)

3' (TYP.)

3' (TYP.)

3' (TYP.)

" H

DP

E

36" RCP

" H

DP

E

" H

DP

E

12" HDPE

15" HDPE

" H

DP

E

15" HDPE

D5

12" HDPE

D9

36" RCP

C3

C4

D7

24' 10.5'

(TYP.)

250'R

39+00

40+00

P

P

P

T

" R

CP

.5' (T

YP

TEST PIT TO CONFIRM

HORIZONTAL AND

VERTICAL LOCATION

OF EXISTING GAS

LINE WITHIN LIMITS

OF WORK. SEE NOTE

#2, THIS SHEET FOR

ADDITIONAL INFO.

TEST PIT TO CONFIRM

HORIZONTAL AND VERTICAL

LOCATION OF EXISTING GAS

LINE WITHIN LIMITS OF WORK.

SEE NOTE #2, THIS SHEET

FOR ADDITIONAL INFO.

GRAVESITE GRID MONUMENT

CONCRETE BURIAL SECTION MARKER

LEGEND:

LIMITS OF WORK

DIRECTION OF TRAFFIC ARROWS

(FOR INFORMATION ONLY)

HEADSTONE FACE DIRECTION

PRE-PLACED CRYPTS

CURB INLET (W/ LEFT & RIGHT

EXTENSIONS SHOWN)

FLARED CONCRETE HEADWALL

REINFORCED CONCRETE PAVEMENT

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

IN-GROUND CREMAIN SITES

MOUNTABLE CURB & GUTTER

STORM DRAIN MANHOLE

TEST PIT

DT502

DT502

DT503

DT504

DT504

DT505

DT501

DT503

REVERSE FLOW MOUNTABLE

CURB & GUTTER

DT503

CURB & GUTTERTRANSITION REVERSE FLOW

CURB & GUTTER

CURB & GUTTER TRANSITION 4

DT503

DROP INLET 2

DT504

KEY

KEYNOTE LEGEND:

DESCRIPTION

6 FLOWER WATERING STATION

SAW CUT & MATCH EX. CONCRETE PAVEMENT

RIP-RAP OUTLET

CRYPT PERIMETER UNDERDRAIN

CRYPT UNDERDRAIN CLEANOUT (TYP.)

CRYPT UNDERDRAIN HEADER PIPE (TYP.)

8" PVC WATER MAIN8

12" PVC IRRIGATION WATER MAIN9

2" PVC IRRIGATION WATER LATERAL

WATER MAIN 45° HORIZONTAL BEND (TYP.)11

ACCESSIBLE CURB RAMP12

DRAIN BASIN14

DT502

DT502

DT503

L-502

GC501

DT503

DT505

TIE TO EX. CURB & GUTTER

CRYPT LATERAL UNDERDRAIN (TYP.) 1

DT501

CONCRETE PLUG FOR FUTURE STORM PIPE CONNECTION3DT505

1. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT DIMENSIONS AND RADII

ARE BASED ON THE FACE OF CURB (FLOW LINE OF MOUNTABLE CURB) UNLESS

OTHERWISE NOTED ON THE PLANS.

2. NOTE PLAN LOCATIONS WHERE CONSTRUCTION LIMITS CROSS THE EXISTING

GAS MAIN. TEST PIT TO CONFIRM HORIZONTAL AND VERTICAL LOCATION OF

EXISTING GAS LINE WITHIN LIMITS OF WORK. EXPECTED COVER IS +/- 6'. IF

HORIZONTAL LOCATION OR DEPTH OF COVER VARIES FROM PLAN LOCATION,

NOTIFY RE/COR & A/E. GAS LINE UTILITY TOLERANCES REQUIRE NEGLIGIBLE

REDUCTION IN COVER OVER EXISTING LINE AND LESS THAN 6" INCREASE IN

COVER. GRADING ADJUSTMENT MAY BE NECESSARY AS A RESULT OF VARIATION.

SITE LAYOUT NOTES:

GRAPHICAL SCALE: 1" = 30'

30 15 0 30 60 90

KEY MAP

(NOT TO SCALE)

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

MATCHLINE

SEE SHEET CS103

CS102

SITE LAYOUT PLAN

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

916CM3017

MAY 26, 2020 RPP MAC Dwg. of 72

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

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

UNITED GAS PIPELINE COMPANY

(TRACT 1) 30' EASEMENT

VOLUME 74139, PAGE 2931

D.R.D.C.T.

W

'0

W

EX. UTILITY EASEMENT

VOLUME 98193, PAGE 2128

(O.P.R.D.C.T.)

3" SQUARE POST METAL

FOUND BEARS: N 62°56'39"

W 7.53'

EX. CHAIN LINK

FENCE (TYP.)

EX.

PROPERTY

LINE (TYP.)

EX. LIGHT

POLE (TYP.)

EX. 12"Ø POTABLE

WATER MAIN

(LOCATION

APPROXIMATE)

EX. FIRE

HYDRANT (TYP.)

SECTION 52

1,086 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 53

998 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 50

1,368 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 48

1,224 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 46

1,102 PRE-PLACED

DOUBLE-DEPTH CRYPTS

(WITHIN 3'x8' PLOTS)

SECTION 51

998 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 49

532 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 47

690 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

300'R

200'R

2'R

22+00

23+00 24+00

25+00

26+

27+00 28+00

29+00

+0

+0

PT

: 2

2+

.37

PC

: 2

2+

.47

PRC: 26+06.70

PR

C:

+9

8.8

44' (TYP.)

' (T

YP

44' (TYP.)

' (T

YP

44' (TYP.)

' (T

YP

44' (TYP.)

' (T

YP

90' (TYP.)

88' (TYP.)

90' (TYP.)

88' (TYP.)

90' (TYP.)

88' (TYP.)

90' (TYP.)

88' (TYP.)

18" R

CP

12" RCP

24" RCP

15" RCP

12" RCP

12" RCP

24'

24'

12" HDPE

12" HDPE

" H

DP

E

31A

33A

D6

D14

D12

D10

10.5'

(TYP.)

10.5'

(TYP.)

30' (TYP.)

30' (TYP.)

30' (TYP.)

30' (TYP.)

30' (TYP.)

30' (TYP.)

4' (TYP.)

4' (TYP.)

4' (TYP.)

4' (TYP.)

3' (TYP.)

3' (TYP.)

3' (TYP.)

3' (TYP.)

3' (TYP.)

3' (TYP.)

3' (TYP.)

3' (TYP.)

8" PVC

12" HDPE

12" HDPE

12" HDPE

12" HDPE

" H

DP

E

12" HDPE

12" HDPE 12" HDPE

12"

HD

PE

12" HDPE

12" HDPE

12" HDPE

C12

C11

C10

C9

C8

C7

C6

C5

C4

D11

D13

D15

8" PVC

VERTICAL LOCATION

GRAVESITE GRID MONUMENT

CONCRETE BURIAL SECTION MARKER

LEGEND:

LIMITS OF WORK

DIRECTION OF TRAFFIC ARROWS

(FOR INFORMATION ONLY)

HEADSTONE FACE DIRECTION

PRE-PLACED CRYPTS

CURB INLET (W/ LEFT & RIGHT

EXTENSIONS SHOWN)

FLARED CONCRETE HEADWALL

REINFORCED CONCRETE PAVEMENT

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

IN-GROUND CREMAIN SITES

MOUNTABLE CURB & GUTTER

STORM DRAIN MANHOLE

TEST PIT

DT502

DT502

DT503

DT504

DT504

DT505

DT501

DT503

REVERSE FLOW MOUNTABLE

CURB & GUTTER

DT503

CURB & GUTTERTRANSITION REVERSE FLOW

CURB & GUTTER

CURB & GUTTER TRANSITION 4

DT503

DROP INLET 2

DT504

KEY

KEYNOTE LEGEND:

DESCRIPTION

6 FLOWER WATERING STATION

SAW CUT & MATCH EX. CONCRETE PAVEMENT

RIP-RAP OUTLET

CRYPT PERIMETER UNDERDRAIN

CRYPT UNDERDRAIN CLEANOUT (TYP.)

CRYPT UNDERDRAIN HEADER PIPE (TYP.)

8" PVC WATER MAIN8

12" PVC IRRIGATION WATER MAIN9

2" PVC IRRIGATION WATER LATERAL

WATER MAIN 45° HORIZONTAL BEND (TYP.)11

ACCESSIBLE CURB RAMP12

DRAIN BASIN14

DT502

DT502

DT503

L-502

GC501

DT503

DT505

TIE TO EX. CURB & GUTTER

CRYPT LATERAL UNDERDRAIN (TYP.) 1

DT501

CONCRETE PLUG FOR FUTURE STORM PIPE CONNECTION3DT505

1. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT DIMENSIONS AND RADII

ARE BASED ON THE FACE OF CURB (FLOW LINE OF MOUNTABLE CURB) UNLESS

OTHERWISE NOTED ON THE PLANS.

2. NOTE PLAN LOCATIONS WHERE CONSTRUCTION LIMITS CROSS THE EXISTING

GAS MAIN. TEST PIT TO CONFIRM HORIZONTAL AND VERTICAL LOCATION OF

EXISTING GAS LINE WITHIN LIMITS OF WORK. EXPECTED COVER IS +/- 6'. IF

HORIZONTAL LOCATION OR DEPTH OF COVER VARIES FROM PLAN LOCATION,

NOTIFY RE/COR & A/E. GAS LINE UTILITY TOLERANCES REQUIRE NEGLIGIBLE

REDUCTION IN COVER OVER EXISTING LINE AND LESS THAN 6" INCREASE IN

COVER. GRADING ADJUSTMENT MAY BE NECESSARY AS A RESULT OF VARIATION.

SITE LAYOUT NOTES:

GRAPHICAL SCALE: 1" = 30'

30 15 0 30 60 90

KEY MAP

(NOT TO SCALE)

MA

TC

HL

IN

E

SE

E

SH

EE

T

CS

MATCHLINE

SEE SHEET CS102

CS103

SITE LAYOUT PLAN

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

916CM3017

MAY 26, 2020 RPP MAC Dwg. of 72

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

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

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S-

1.D W

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Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

SECTION 42

998 IN-GROUND

CREMAINS SITES

(WITHIN 4'X4' PLOTS)

SECTION 40

996 IN-GROUND

CREMAINS SITES

(WITHIN 4'X4' PLOTS)

GRAVESITE GRID

MONUMENT

(TYP.)

44' (TYP.)

' (T

YP

SM [40]A

SM [40]B

GRAVESITE GRID

MONUMENT

(TYP.)

44' (TYP.)

' (T

YP

GRAVESITE GRID

MONUMENT

(TYP.)

GRAVESITE GRID

MONUMENT

(TYP.)

SM [42]A

SM [42]B

SM [41]A

37+00

38+00

39+00

M [40]B

M [40]A

M [42]A

M [42]B

BM [40]

BM [42]

4' (TYP.)

4' (T

YP

665A

665A

12345678

LEGEND:

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

CONCRETE SECTION MARKER

HEADSTONE FACE DIRECTION

GRAVESITE GRID MONUMENT

IN-GROUND CREMAIN SITES

DT502

DT502

1. COORDINATE INFORMATION SHOWN IS PER THE TEXAS STATE PLANE, NORTH

CENTRAL ZONE (NAD 83) COORDINATE SYSTEM IN U.S. FEET. VERTICAL DATUM IS

REFERENCED TO (NAVD 88).

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

LAND SURVEYOR ENGAGED BY THE CONTRACTOR, USING COORDINATES &

BEARINGS SHOWN.

SITE LAYOUT NOTES:

BASELINE

BEARING [DEFINED BY]

NORTHING EASTING

MONUMENT

M[40]A 6945619.92 2448553.37

N54°14'32.60"E (M[40]A TO M[40]B)BM[40]

MONUMENT LAYOUT CHART

N54°14'32.60"E (M[42]A TO M[42]B)BM[42]

BM[44]

S47°31'04.85"W (M[41]A TO M[A1]B)BM[41]

BM[43]

BM[45]

N32°27'43.06"E (M[53]A TO M[53]B)BM[53]

BM[51]

BM[49]

BM[47]

S17°00'19.11"W (M[52]A TO M[52]B)BM[52]

BM[50]

BM[48]

BM[46]

M[40]B 6945645.63 2448589.08 M[42]A 6945465.99 2448609.99 M[42]B 6945491.71 2448645.70 M[44]A 6945373.48 2448676.61 M[44]B 6945399.20 2448712.31 M[41]A 6945507.72 2448486.38 M[41]B 6945448.29 2448421.48 M[43]A 6945355.06 2448626.18 M[43]B 6945295.63 2448561.28 M[45]A 6945202.40 2448765.97 M[45]B 6945142.97 2448701.08 M[53]A M[53]B 6945190.37 2448187.13 M[51]A 6945092.06 2448259.70 M[51]B 6945129.18 2448283.31 M[49]A 6945057.89 2448477.37 M[49]B 6945095.01 2448500.98 M[47]A 6944973.08 2448610.68 M[47]B 6945010.21 2448634.29 M[52]A 6945074.90 2448113.18 M[52]B 6944990.75 2448087.45 M[50]A 6945015.32 2448311.42 M[50]B 6944931.17 2448285.69 M[48]A 6944954.78 2448509.37 M[48]B 6944870.63 2448483.64 M[46]A 6944894.24 2448707.32 M[46]B 6944810.09 2448681.59

N54°14'32.60"E (M[44]A TO M[44]B)

S47°31'04.37"W (M[43]A TO M[43]B)

S47°31'04.40"W (M[45]A TO M[45]B)

6945153.25 2448163.51

N32°27'43.06"E (M[51]A TO M[51]B)

N32°27'43.06"E (M[49]A TO M[49]B)

N32°27'43.06"E (M[47]A TO M[47]B)

S17°00'19.56"W (M[50]A TO M[50]B)

S17°00'19.11"W (M[48]A TO M[48]B)

S17°00'19.55"W (M[46]A TO M[46]B)

MARKER

NORTHING EASTING

NORTHING EASTING

STATION #

SM[40]A 6945696.43 2448508.38

SM[40]B 6945566.96 2448542.58

SM[42]A 6945533.00 2448556.11

SM[42]B 6945423.09 2448618.95

SM[44]A 6945395.58 2448640.23

SM[44]B 6945306.18 2448731.75

SM[41]A 6945605.16 2448492.81

SM[41]B 6945450.66 2448557.76

FWS-1 6945537.84 2448518.95

SM[43]A 6945421.58 2448576.07

NOTES:

1. NORTHING & EASTING FOR FLOWER

WATERING STATIONS IS BASED ON

CENTROID OF CONCRETE PAD.

SECTION MARKER LAYOUT CHART

FWS LAYOUT CHART

FWS-2 6945370.38 2448657.32

FWS-3 6945226.55 2448778.16

FWS-4 6945062.07 2448204.93

FWS-5 6945049.69 2448457.19

FWS-6 6944915.99 2448592.76

SM[43]B 6945296.46 2448686.97

SM[45]A 2448720.11

SM[45]B 2448819.98

SM[53]A 2448092.34

SM[53]B 2448183.79

SM[51]A 2448214.63

SM[51]B 2448348.05

SM[49]A 2448390.96

SM[49]B 2448505.61

SM[52]A 2448087.00

SM[52]B 2448195.26

SM[50]A 2448231.22

SM[50]B 2448402.57

SM[48]A 2448439.04

SM[48]B 2448586.47

6945269.01 6945170.83 6945208.27 6945110.93 6945098.79 6945064.98 6945066.59 6945028.61

6945151.91 6945062.76 6945047.34 6945029.59 6945021.61 6944914.96

SM[47]A 2448530.80

SM[47]B 2448691.16

6945008.47 6944931.16

SM[46]A 2448618.62

SM[46]B 2448754.85

6944902.41 6944910.95

CS110

BURIAL SECTION LAYOUT PLAN

SECTIONS 40 & 42

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

916CM3017

MAY 26, 2020 RPP MAC Dwg. of 72

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

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

DALLAS-FORT WORTH NATIONAL

CEMETERY BURIAL EXPANSION

DALLAS COUNTY, TEXAS

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\02

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EN

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\C

S-

0.D W

G

Gordon

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

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

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Aqua Engineering

(970) 372-6104 rvi

(512) 480-0032

AES Group

(303) 841-3922

GRAPHICAL SCALE: 1" = 10'

10 5 0 10 20 30

KEY MAP

(NOT TO SCALE)

B1 B3 B2

A1 A3 A2 B4 B5

B7 B6

A4 A6A5 A7