S02_Attachment-12_Plans_916CM3017_Part10.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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4.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

STORM SEWER COMPUTATIONS

CU264

A

7'-2" MIN.

5'- 0"

LIFTING LUG (TYP.)

3/4" MIN. HT. CASKET RISERS (TYP.); MIN. 4 RISERS PER

CRYPT TOTAL OR 2 BARS

4"Ø TAPERED WEEP HOLE; MIN. 2 HOLES PER CRYPT TOTAL

(TYP.); SHOW ON SHOP DWGS.

2" MIN.2" MIN.

INNER SHELF EDGE

7'-6"

CHAMFER OR FILLET,

NO 90° ANGLE EDGES

" M

IN

. C

LE

AR

H T.

FR

OM

LO

W

ES

T

PA

RT

OF

IN

NE

R

SH

EL

F

TO

TO

P

OF

C

AS

KE

T

RI

SE

RS

" M

IN

. C

LE

AR

H T.

FR

OM

H

IG

HE

ST

P

AR

T

OF

IN

NE

R

SH

EL

F

TO

UN

DE

RS

ID

E

OF

C

RY

PT

LI

D CRYPT LID

4'- 51 2"

2" MIN. 2" MIN.

CHAMFER OR FILLET,

NO 90° ANGLE EDGES

2'-6" MIN.

4'- 5"

5'- 0"

2'-10"

INNER SHELF EDGE

3" 31 2"

CRYPT LID

NOTE: SIDE STIFFENING RIBS NOT SHOWN (REQUIRED

FOR PERIMETER CRYPTS)

3/4" MIN. HT. CASKET RISERS (TYP.); MIN. 4 RISERS PER

CRYPT TOTAL OR 2 BARS

4"Ø TAPERED WEEP HOLE; MIN. 2 HOLES PER CRYPT TOTAL

(TYP.); SHOW ON SHOP DWGS.

LIFTING LUG (TYP.)

CRYPT END VIEW

SECTION A-ACRYPT SIDE VIEW

GR

AV

ES

IT

E

GR

ID

LIN

E (A

S

SH

OW

N

ON

P

LA

NS

CRYPT SHALL BE CENTERED (IN BOTH DIRECTIONS)

BETWEEN GRIDLINES (MEASURED AT TOP OF CRYPT)

SIDE VIEW

6" TOPSOIL

PRE-CAST CONCRETE LAWN CRYPT; OUTSIDE

NOMINAL DIMENSIONS: 7'-6"L X 2'-10"W

5'- 0"

EQ.

7'- 3"

1'- 8"

T O

1'-

6"

8'-0" O.C. (TYP. GRAVE/PLOT)

MEASURED HORIZONTALLY

AT TOP OF CRYPT

2" MIN. SEPARATION FROM CRYPT;

1" MIN. FROM GRID MONUMENT

3'-0"

END VIEW

3'-0" (TYP. GRAVE/PLOT)

MEASURED HORIZONTALLY

AT TOP OF CRYPT

GRAVESITE GRID MONUMENT

NEW IRRIGATION LINE 12" MIN. BELOW TOP OF

CRYPT LID

IRRIGATION AISLE: BACKFILL WITH COMPACTED

APPROVED GENERAL FILL

FINISH GRADE

AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED WITH

APPROVED 3/8" STONE (3/8" MAX. WITH 0% PASSING #10); (NO SAND

ALLOWED)

1'- 8"

T O

1'-

FINISH GRADE

6"

STONE DRAINAGE LAYER

TOP OF CRYPT LID

ELEVATION (TL)

FINISHED GRADE ELEVATION

(FG)

COMPACTED, APPROVED GENERAL FILL

EQ.

4" SAND DEPTH

COMPACTED SUBGRADE

GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE

1'-

" M

IN

SA

ND

D

EP

TH

6" TOPSOIL

PRE-CAST CONCRETE LAWN CRYPT; OUTSIDE

NOMINAL DIMENSIONS: 7'-6"L X 2'-10"W

AREA BETWEEN CRYPTS SHALL BE FILLED AND COMPACTED WITH APPROVED

3/8" STONE (3/8" MAX. WITH 0% PASSING #10); (NO SAND ALLOWED)

COMPACTED DRAINAGE & LEVELING STONE

COMPACTED, APPROVED GENERAL FILL (CONTRACTOR TO ASSUME THIS

MATERIAL WILL BE IMPORTED)

4" SAND DEPTH

COMPACTED SUBGRADE

GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE STONE

CRYPT LATERAL UNDERDRAIN (WHERE SHOWN ON PLANS)

4" PERFORATED HDPE PIPE 24" O.C.E.W. (HOLES DOWN)

SURROUNDED BY DRAINAGE STONE & GEOTEXTILE (TYP.)

LID LIFTING LUG IN RECESS W/ CAP; (SEE DETAIL)

PERIMETER CRYPT WITH BUMPOUT

MI

N. 12

MI

N.

GR

AV

ES

IT

E

GR

ID

LIN

E (A

S

SH

OW

N

ON

P

LA

NS

STANDARD. LAWN

CRYPT

PERIMETER LAWN

CRYPT

NOTES:

1. MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS (AS APPROVED BY THE R.E./C.O.R.) TO VERIFY DEPTH OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE REMEDIED (TO THE SATISFACTION

OF THE R.E./C.O.R.) PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.

2. CRYPT FLOOR SHALL BE SET AT SAME SLOPE AS FINISHED GRADE.

3. CONTRACTOR TO COORDINATE CLEANOUT AND UNDERDRAIN LOCATIONS WITH GRADING AND DRAINAGE PLANS.

12"

MIN.

2" 12"

MIN.

2"

DT501 4

DT502 2

DT501

DT501

GRIDLINES (TYP.); 3'-0"x8'-0" BURIAL PLOT AREA

(TYP.)

GRAVESITE GRID MONUMENT; REFER TO

GRAVESITE LAYOUT PLANS FOR LOCATIONAL

DATA

BLACK NUMBERS ON BOTH OUTSIDE OF CRYPT LIDS AS WELL AS THE INSIDE CRYPT

WALL (BOTH AT THE HEADSTONE END); CONTRACTOR SHALL PAINT BOTH SETS OF THE

NUMBERS ON THE CRYPT AFTER IT IS SET, INSPECTED AND APPROVED BY THE

R.E./C.O.R.; OTHERWISE, NUMBERS MUST BE STENCILED.

EQ.EQ

PERIMETER CRYPT (TYP.); PERIMETER CRYPTS ARE THOSE THAT SEPARATE

ALONG THEIR LONG SIDE BY MORE THAN THREE INCHES FROM EACH OTHER

OR ARE ON THE OUTSIDE ROW; SEE PLANS FOR LOCATIONS. PERIMETER

CRYPTS ARE WIDER THAN PLOT WIDTH. CRYPT BUMP OUT EXTENDS

OUTSIDE PLOT LINE AS SHOWN IN CRYPT INSTALLATION END VIEW.

INTERIOR CRYPT, TYP.

PLAN VIEW

NOTES:

1. LAYOUT OF DOUBLE-DEPTH CRYPTS SHALL BE BASED UPON THE LOCATIONAL DATA PROVIDED FOR THE GRAVESITE MONUMENTS. REFER TO PLAN VIEW ABOVE FOR

ADDITIONAL CRYPT LAYOUT INFORMATION.

2. THE ACTUAL PLACEMENT OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS. REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT MUST BE BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE PLANS) MUST BE RECORDED ON THE RECORD DRAWINGS. PROVIDE SURVEY CERTIFICATION OF CRYPT PLACEMENT PRIOR TO BACKFILL BEING PLACED BETWEEN

CRYPTS.

3. CONTRACTOR TO PROVIDE THE VA STANDARD LIFTING DEVICE FOR CRYPT LID REMOVAL TO THE VA, FURTHERMORE, CONTRACTOR SHALL ONLY USE THIS DEVICE FOR

REMOVING LIDS DURING CONSTRUCTION.

4. NO VEHICLE OR EQUIPMENT WITH A SINGLE AXLE LOAD OF GREATER THAN 12,000 LBS. SHALL BE ALLOWED ON CRYPTS.

FRONT SIDE OF

BURIAL SECTION

3'- 0"

(T

YP

8'-0" (TYP.)

PRE-CAST CONCRETE LAWN CRYPT CENTERED

(LATERALLY & LONGITUDINALLY) BETWEEN GRIDLINES

(MEASURED AT TOP OF CRYPT); MAX. DEVIATION 1/4"

(TYP.)

EQ

EQ

EQ

IRRIGATION AISLE (3'-0" WIDTH): BACKFILL WITH

COMPACTED APPROVED GENERAL FILL

EQ.

6"

(TYP.)

2" (T

YP

1" (T

YP

PRE-PLACED CRYPT CONCRETE LID

DB-52 MB DOGBONE 1-1.3T H.D.G. ANCHOR HEAD

MARK 1.3S

FILL BOWL WITH 3/8" STONES (STONES USED AS FILL

BETWEEN SMALL GAP IN CRYPTS)

2"

1"

EQ.EQ.

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

Fil e P ath : G

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EN

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\D

T-

1.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

CRYPT AND BURIAL SECTION

DETAILS

DT501

NOT TO SCALE

DOUBLE-DEPTH LAWN CRYPT INSTALLATION - PLAN VIEW

NOT TO SCALE

GENERIC INTERIOR DOUBLE-DEPTH LAWN CRYPT VAULT (STANDARD) CONFIGURATION DETAIL

NOT TO SCALE

LIFTING LUG DETAIL

NOT TO SCALE

DOUBLE-DEPTH LAWN CRYPT INSTALLATION - SIDE VIEW

6"

MIN.

CAST IRON CLEANOUT FRAME & COVER, FLUSH WITH FINISHED GRADE

RECESSED 4" PVC CLEANOUT WITH PLUG

SAND CUSHION

6" PVC ENCASEMENT PIPE

CAST IN PLACE CONCRETE COLLAR

4" PVC RISER

4" MI

N.

3" M

AX

1" M

AX

NOTES:

1. CONTRACTOR TO COORDINATE CLEANOUT LOCATION WITH GRADING AND STORMWATER AND DRAINAGE PLANS.

PITCH1' MI

N.

6" TOPSOIL

COMPACTED, APPROVED GENERAL FILL

4" SAND DEPTH

PRE-CAST CONCRETE LAWN CRYPT

COMPACTED DRAINAGE &

LEVELING STONE

COMPACTED SUBGRADE

GEOTEXTILE

CRYPT UNDERDRAIN (TYP.)

1'MIN.

AS

R

EQ

UI

RE

D

DT502

DT501

DT501

NOTES:

1. CONTRACTOR TO COORDINATE CLEANOUT AND UNDERDRAIN LOCATION WITH GRADING AND DRAINAGE PLANS.

STIFFENING RIBS AS REQUIRED

FOR PERIMETER CRYPTS

MI

N.

12"

MIN.

6" TOPSOIL

COMPACTED, APPROVED GENERAL FILL

4" SAND DEPTH

PRE-CAST CONCRETE LAWN CRYPT

COMPACTED DRAINAGE &

LEVELING STONE

COMPACTED SUBGRADE

GEOTEXTILE

FINISH GRADE

CRYPT PERIMETER UNDERDRAIN (WHERE

SHOWN ON PLANS) 4" PERFORATED HDPE

PIPE (HOLES DOWN) SURROUNDED BY

DRAINAGE STONE & GEOTEXTILE (TYP.)

PITCH1' MI

N.

2"

DT501

NOTES:

1. SECTION MARKERS INDICATED ON PLANS AS: SM[AA]B

2. SEE POST SECTION VIEW AT RIGHT.

AA

2"

24"

81 2"24

2"

1"

8"

8"41

4"

4"

2"

1'- 6"

1'- 6"

1"8" 7"

3" 1" 4"

SECTION LETTERS ON ALL FOUR SIDES

ARCHITECTURAL PRE-CAST CONCRETE

POST

ARCHITECTURAL PRE-CAST CONCRETE

COLLAR

CONCRETE POST

FINISH GRADE

GRAVEL BACKFILL

PLAN SECTION

ARCHITECTURAL PRE-CAST

CONCRETE POST

ARCHITECTURAL PRE-CAST

CONCRETE POST LIGHT

SANDBLAST FINISHALUMINUM PLATE PAINTED

BRONZE TO MATCH VS BRONZE

ZAMC NAIL IN ANCHOR 1/4"x2" (DRIVE PIN)

3-#3 EQUALLY SPACED

1" CHAMFERED EDGE AT TOP OF POST

1"

8"

8"

ARCHITECTURAL PRE-CAST CONCRETE COLLAR

SECTION MARKER NUMBER

INSTANCES

ARCHITECTURAL PRE-CAST

CONCRETE COLLAR

CONCRETE POST

1/2" CHAMFER 4 SIDES.

TOP ONLY.

1/2" GAP BETWEEN POST AND

COLLAR; NO CAULK BETWEEN

POST AND COLLAR

ELEVATION

PLAN

2"

3'- 6"

MI

N.

D

EP

TH

NOTES:

1. ALL LAWNS AND IRRIGATION LINES WITHIN THE BURIAL SECTIONS SHALL BE INSTALLED AND ACCEPTED PRIOR TO MONUMENT-BASE

PLACEMENT; ALL LAWNS DAMAGED DURING INSTALLATION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

2. AT THE CONTRACTOR'S OPTION, GRAVESITE GRID MONUMENTS MAY BE PROVIDED AS CAST IN-PLACE UNITS. PROVIDE SHOP DRAWINGS

AND METHOD OF INSTALLATION FOR APPROVAL.

3. FINISH GRADE IS TOP OF TOPSOIL.

3"

MONUMENT MARKER (PROTECT VISIBLE SURFACES DURING PLACEMENT INTO CONCRETE)

3-1/2"Ø FORGED ALUMINUM DOMED-TOP MONUMENT MARKER WITH 3/4" DIAMETER SPLIT STYLE STEM

AND INTEGRAL LOCATION MAGNET EMBEDDED

SET TOP OF MONUMENT 1/2" ABOVE FINISHED GRADE

GAP AROUND CYLINDER & SURROUNDING EARTH SHALL BE FILLED W/ CONCRETE OR REDI-CRETE

(WETTED AFTER PLACEMENT) TO WITHIN 4" OF FINISH GRADE

8"Ø CONCRETE MONUMENT BASE; 3,500 PSI @ 28 DAYS

COMPACTED APPROVED FILL OR NATIVE EARTH

SMOOTH-TROWEL FINISH TOP SURFACE, ENSURING POSITIVE DRAINAGE.

G

RA

VES I TE GR I D MONUM

EN

T

N A

T

I O NA L C EME T ERY

PLAN VIEW

MONUMENT MARKER (SEE DETAIL) 5

DT502

DT502

G R

A V

ES I TE GR I D MONUM

E

N T

NA

T

I ONA L C EME T ERY

CROSS HAIRS MUST FALL WITHIN 3/4" OF THE CENTER OF THE

MARKER OR THE ENTIRE MONUMENT MUST BE MOVED

EDGE OF MONUMENT MARKER SHALL BE NO

CLOSER THAN 1" TO OUTSIDE EDGE OF CONCRETE

CONCRETE BASE

1" MIN.

3-1/2"Ø FORGED ALUMINUM DOMED-TOP MONUMENT

MARKER WITH 3/4" DIAMETER SPLIT STYLE STEM AND

INTEGRAL LOCATION MAGNET EMBEDDED

FIELD INCISED HAIRS ON CAP; CROSS-HAIRS

SHALL BE PARALLEL AND PERPENDICULAR TO

THE GRAVESITE GRIDLINES & PRECISE TO ±0.005'

REQUIRED TEXT ENGRAVED ON CAP, TYP.

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

Fil e P ath : G

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T-

1.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

CRYPT AND BURIAL SECTION

DETAILS

DT502

NOT TO SCALE

CRYPT PERIMETER UNDERDRAIN

NOT TO SCALE

CRYPT UNDERDRAIN CLEANOUT

NOT TO SCALE

CONCRETE SECTION MARKER (NC-07.01-A-c1)

NOT TO SCALE

GRAVESITE GRID MONUMENT

NOT TO SCALE

MONUMENT MARKER

2.0%

MOUNTABLE

CURB & GUTTER

TYPE D, GRADE 1 FLEX BASE

COMPACTED SUBGRADE

NOT TO SCALE

TYPICAL ROAD CROSS SECTION

NOT TO SCALE

MOUNTABLE CURB & GUTTER

NOT TO SCALE

ACCESSIBLE RAMP

NOT TO SCALE

CONTRACTION JOINT

4:1 MAX

4:1 MAX

4' ACCESSIBLE RAMP OPENING36"

NOT TO SCALE

CONNECTION TO EXISTING ROADWAY

1"R

2"R

FLOW LINE

(F.O.C.)

2.0% 4:1 MAX

4:1 MAX

NOT TO SCALE

TRANSVERSE EXPANSION JOINT

NOT TO SCALE

GRAVEL DRIVE SECTION

DT503

DT503

DOWEL SLEEVE TO FIT

DOWEL & BE SECURED

CLOSED END

JOINT SEALANT

EXPANSION JOINT FILLER

JOINT SEALANT VERTICAL SAW-CUT

1/8" TO 1/4" WIDE

#3 BARS 18" O.C.E.W.

SECTION VIEW

PLAN VIEW

1'-0"

12' 12'

2" C

LE

AR

MI

N.

1 1/4"" MIN. CLEARANCE

2" MIN.

16" DOWEL COATING

24" NO. 6 SMOOTH DOWEL

T T/2

5"6" 6"

T

T/

NOT TO SCALE

REVERSE FLOW MOUNTABLE CURB & GUTTER

#3 BARS 18" O.C.E.W.

1"R

FLOW LINE

(F.O.C.)

2"R

NOTES:

1. ACCESSIBLE RAMP STATIONS: 24+60, 29+10, 35+05, 38+25.

ACCESSIBLE RAMP MOUNTABLE

CURB & GUTTER

DT503

5.0

(M

AX

36" TRANSITIONTRANSITION

4' ACCESSIBLE RAMP OPENING36" 36"

5.0

(M

AX

NOT TO SCALE

CURB & GUTTER TRANSITION

10' CURB & GUTTER TRANSITION REVERSE FLOW CURB & GUTTER 10' CURB & GUTTER TRANSITION

REVERSE FLOW

MOUNTABLE

CURB & GUTTER

DT503

MOUNTABLE

CURB & GUTTER

DT503

MOUNTABLE

CURB & GUTTER

DT503

1'-8"

#3 BARS @ 18" O.C.E.W.

1'-8"

6" PORTLAND CEMENT CONCRETE

6" TYPE D, GRADE 1 FLEX BASE

COMPACTED SUBGRADE

COMPACTED BACKFILL COMPACTED BACKFILL

MOUNTABLE CURB

AND GUTTER

DT503

COMPACTED BACKFILL

MOUNTABLE CURB

AND GUTTER

4"4"

MOUNTABLE

CURB & GUTTER

DT503

TRANSITION

MOUNTABLE

CURB & GUTTER

DT503

TRANSITION

3"

3"

6"

4"3"

1"

1'-8" 1'-0" 6" 2"

1'-0"

3"

3"

7"

4"3"

1"

1'-8" 1'-0" 6" 2"

10" 11"

GRASS AREA

GRASS AREA

NOTE: THE SPACING BETWEEN TRANSVERSE CONTRACTION JOINTS SHALL BE

15 FT. UNLESS OTHERWISE SHOWN IN THE PLANS.

LONGITUDINAL CONSTRUCTION

JOINT OR SAWED JOINT

NOTES:

1. ALL CURBING SHALL BE INTEGRALLY POURED WITH PAVING SECTION.

2. TRANSVERSE EXPANSION JOINTS SHALL BE PLACED EVERY 150 FT. MAX. TRANSVERSE CONTRACTION JOINTS SHALL BE PLACED EVERY 15 FT. MAX.

3. USE A BONDING AGENT AT LOCATIONS WHERE FRESH CONCRETE IS PLACED AGAINST EXISTING OR HARDENED CONCRETE.

NOT TO SCALE

CONSTRUCTION JOINT

JOINT SEALANT VERTICAL SAW-CUT

1/8" TO 1/4" WIDE

#3 BARS 18" O.C.E.W.

T

T/4 T/2

LAP BARS 30" & TIE

DT503

ROADWAY DETAILS

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

Fil e P ath : G

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3.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

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

Fil e P ath : G

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\B

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EN

TS

\D

T-

4.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

DT504

STORM DRAINAGE DETAILS

NOT TO SCALE

CURB INLET

NOT TO SCALE

STORM DRAIN MANHOLE

NOT TO SCALE

DROP INLET

NOT TO SCALE

PRECAST BASE FOR CURB & DROP INLET

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

TxDOT TxDOT TxDOT TxDOT

HIGHWAY

SHEET NO.

C TxDOT

D I S

C L

A I M

E R

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

N 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 r a n y p u r p o w a t s o e v e x D a 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 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 o m i t s u s e

CONTFebruary 2020

PRM

PRECAST ROUND MANHOLE

prestd02-20.dgn

COMBINATIONS OF GRADE

ADJUSTMENT RINGS AS REQ'D

BB

SECTION A-A

B

C

I S

E R

S

S

E Q

D

WW

C O

N E

W W

W W

T S

R S

32" DIA

DIA

DIADIA

B H

M

N

M A

X

D

E P

T H

M A

X

N

M A

X

D

E P

T H

32" DIA RING & COVER

M A

X

Bridge Division Standard

HL93 LOADING

0.11 in²/ft EACH

DIRECTION TYP

GENERAL NOTES:

FABRICATION NOTES:

INSTALLATION NOTES:

M A

X

H

O L

E

D I A

M E

T E

R

T

Y P

AA

32" DIA

W WDIA

SECTION B-B

PLAN VIEW "A"

PLAN VIEW "B"

ROUND REDUCED RISER OPTION

SHOWING FLAT SLAB TOP

ROUND RISER OPTION

SHOWING CONE

SIZE (DIA) 48 in

W 5 in

MAX DEPTH 25 ft

A (EACH WAY) 0.22 in²/ft

B (EACH WAY) N/A

C (EACH WAY) 0.24 in²/ft

BH MIN 12 in

TS 9 in

RS N/A

REDUCED RISER DIA N/A

MAX HOLE DIA 32 in

R E

D U

C E

D

R

I S

E R

S

Q

D

V A

R I A

B L

E

W

M

A X

W

M

A X

V A

R I A

B L

E

60 in 72 in

6 in 7 in

25 ft 25 ft

0.30 in²/ft 0.45 in²/ft

0.37 in²/ft 0.62 in²/ft

0.46 in²/ft 0.46 in²/ft

36 in 36 in

9 in 9 in

9 in 12 in

48 in 48/60 in

40 in 54 in

SHRINKAGE/TEMPERATURE

WHEN REQUIRED. SEE

FABRICATION NOTE 3.

SHRINKAGE/TEMPERATURE WHEN

REQUIRED. SEE FABRICATION NOTE 3.

1. Provide Class "H" concrete in accordance with

Item 421 and having a minimum compressive strength of 5,000 psi.

2. Provide Grade 60 reinforcing steel or equivalent area of WWR. Provide circumferential reinforcing steel in vertical walls of base, riser and cone in accordance with ASTM C478.

3. Slabs with a thickness of 8" or greater require shrinkage and temperature reinforcing steel.

Provide steel area = 0.11 in²/ft each way.

4. Manufacture base and risers to nearest 3" increment.

5. Design tongue and groove joints for full closure on both shoulders. Minimum spigot depth is ¾".

6. Provide lifting devices in conformance with

Manufacturer's recommendations.

7. Provide cast iron solid cover, unless noted otherwise elsewhere in the plans.

1. Cones shall be eccentric. Reduction cones are acceptable. See Manufacturer for cone dimensions.

2. Inverts (benching) to be provided by Contractor.

Concrete or mortar used for invert is subsidiary to this item.

3. Seal tongue and groove joints with preformed or bulk mastic in conformance with Manufacturer's recommendations. Tongue and groove joints may be grouted no more than 1" between each section, or ½ the joint depth, whichever is greater.

4. Do not grout rubber gasket joints without

Manufacturer's recommendation.

5. Initial installation of grade adjustment rings is limited to 1'-0" Max as shown.

6. Grade adjustment rings may be increased to 2'-0"

Max when future construction affects final grade of structure. Make adjustments greater than 2'-0" with additional risers. Adjustments may be made up to the Max depth shown. Structure must be evaluated if Max depth will be exceeded.

1. Designed according to ASTM C478.

2. Payment for manhole is per Item 465, "Junction Boxes, Manholes, and Inlets" by type and size.

3. Pipe OD + placement tolerance must be equal or less than Max hole diameter. For rigid pipe, placement tolerance is 4" Max, 2" Min. For flexible pipe, consult boot/seal manufacturer's specification for placement tolerance.

Cover dimensions are clear dimensions, unless noted otherwise.

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C L A

I M

E 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 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

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 m s u s e

CONT

February 2020

PCU

HS20 LOADING SHEET 1 OF 2 HS20 LOADING SHEET 2 OF 2

UNDER ROADWAY

PRECAST CURB INLET

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February 2020

PCU

UNDER ROADWAY

PRECAST CURB INLET

prestd04-20.dgn prestd04-20.dgn

FRONT VIEW

2'-4"

6"

1'-2"

1'-11"

5"

2"

R

6" 5'-0" 6" 4'-6" 6"4'-6"6"

1'-8"

2'-3" 2'-3"6"

1'-9"

16'-0"

REAR

PLAN VIEW

L E

F T

R I G

H T

FRONT

6"

Y

6"

6"

6"

6"

16'-0"

REAR

PLAN VIEW

L E

F T

R I G

H T

FRONT

H

I J

C

E

F

K

FRONT VIEW

D

G

F

E

A

C

B

A

K

J

H

I

6" 5'-0"

Y

6"

6"

4'-6" 6"

4'-6"6"

16'-0"

C

C

Bridge Division Standard

Bridge Division Standard

0.20 in²/ft

0.20 in²/ft

0.20 in²/ft

0.20 in²/ft

L WALL

0.40 in²/ft

0.20 in²/ft

0.20 in²/ft

0.20 in²/ft

0.81 in²/ft

0.78 in²/ft

0.20 in²/ft

0.20 in²/ft

0.20 in²/ft

L WALL

4" Dia x 2" DEEP SLOT

FOR TEMPORARY DRAINAGE

A

A

SECTION A-A

SECTION A-A

M

Y P

A

A

K

C

D

G

E

F

A

B

(SHOWING LEFT AND RIGHT EXTENSIONS)

(SHOWING LEFT AND RIGHT EXTENSIONS)

(SHOWING LEFT AND RIGHT EXTENSIONS)

(SHOWING LEFT AND RIGHT EXTENSIONS)

CAST-IRON

FRAME & GRATES

GENERAL NOTES:

FABRICATION NOTES:

INSTALLATION NOTES:

Chamfer

Z

Z

Matches inside face of wall of precast base or riser below inlet.

6" 6"Y

T H

R O

A T

L I D

4'-6"

EXTENSION

4'-6"

EXTENSION

SIZE (Y) Z

3' 0'

4' 1'

5' 2'

6' 3'

1. Provide Class "H" concrete in accordance with Item 421 and having a minimum compressive strength of 5,000 psi.

2. Provide Grade 60 reinforcing steel or equivalent area of WWR.

3. Provide typical clear cover of 1

" to reinforcing steel from surface of concrete or lower outside shoulder.

4. Extensions may be right, left, both or none. Provide extensions as specified elsewhere in plans.

5. Design tongue and groove joints for full closure on both shoulders. Minimum spigot depth is ¾". Top slab may employ a butt joint with dowels at the Contractor's option.

6. Provide lifting devices in conformance with Manufacturer's recommendations.

7. Chamfer vertical edges on inlet lid

" as shown in Front View, sheet 1.

1. Inlet throat is placed under roadway and intended for direct traffic. Inlet lid is not for direct traffic. Do not place Inlet lid in roadway.

2. Seal tongue and groove joints and butt joints with preformed or bulk mastic in conformance with Manufacturer's recommendations. Tongue and groove joints may be grouted no more than 1" between each section, or ½ the joint depth, whichever is greater.

3. Do not grout rubber gasket joints without Manufacturer's recommendation.

1. Designed according to ASTM C913.

2. Open area of main throat = 324 sq in. Open area of one extension throat = 324 sq in.

3. Payment for inlet is per Item 465, "Junction Boxes, Manholes and Inlets" by type, size and extension placement.

Extensions are subsidiary to inlet.

5'-0"

MAIN THROAT

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DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use.

PRECAST BASE

HL93 LOADING

PB

Angle of entry is less than or equal to 7°

Angle of entry is greater than 7°

Connect pipes within 7° of normal to PB wall.

If necessary, use pipe elbow or curved approach alignment to stay within this limit.

prestd01-20.dgn

Bridge Division Standard

SECTION A-A

T S

R E

D U

C E

D

R

I S

E R

S

Q

D

SQUARE REDUCED RISER OPTION

BSHORT / BLONG

BSHORT / BLONG

BSHORT / BLONG

ASHORT / ALONG

DSHORT /

DLONG

B

X & Y WW

S

E R

S

Q

D

TOP ELEV

M A

X

D

E P

T H

N

(2) ADDITIONAL REBAR

#4 @ 2" O.C. EACH WALL

1" TO JOINT

" TYP

" TYP

" TYP

W Max

SEE SEPARATE

INLET OR LID DETAIL

SECTION B-B

ROUND REDUCED RISER OPTION

X & Y WW

B S

T S

R E

D U

C E

D

R

I S

E R

S

Q

D

TOP ELEV

M A

X

D

E P

T H

S

E R

S

Q

D

W Max

SEE SEPARATE

INLET OR LID DETAIL

ADDITIONAL REBAR #4 EACH WALL

1" TO JOINT

(2) ADDITIONAL REBAR

#4 @ 2" O.C. EACH WALL

1" TO JOINT

ADDITIONAL REBAR #4 EACH WALL

1" TO JOINT

(2) ADDITIONAL REBAR

#4 @ 2" O.C. EACH WALL

1" TO JOINT

GENERAL NOTES:

FABRICATION NOTES:

INSTALLATION NOTES:

SHRINKAGE/TEMPERATURE

WHEN REQUIRED. SEE

FABRICATION NOTE 4.

SHRINKAGE/TEMPERATURE WHEN

REQUIRED. SEE FABRICATION NOTE 4.

M

I N

MAX HOLE DIA

OR KO DIA

(TYP ALL SIDES)

M

I N

MAX HOLE DIA

OR KO DIA

(TYP ALL SIDES)

PIPE CONNECTION

DETAIL

Cover dimensions are clear dimensions, unless noted otherwise.

AA

SQUARE REDUCED RISER OPTION

C

F

X WW

Y W

W

R W

L

6"RWS

W Max

PLAN VIEW "A"

(3) VERTICAL REBAR IN BASE & RISERS

#4 @ 2" O.C. EACH CORNER

2" TO CORNER

(3) VERTICAL REBAR IN REDUCED RISERS

#4 @ 2" O.C. EACH CORNER

2" TO CORNER

BB

ROUND REDUCED RISER OPTION

C

X WW

Y W

W

5"48" DIA

W Max

PLAN VIEW "B"

1. Provide Class "H" concrete in accordance with Item 421 and having a minimum compressive strength of 5,000 psi.

2. Provide Grade 60 reinforcing steel or equivalent area of WWR.

3. Provide typical clear cover of 1 ½" to reinforcing steel at interior or exterior walls.

4. Walls or slabs with a thickness of 8" or greater require shrinkage and temperature reinforcing steel. Provide steel area = 0.11 in²/ft each way.

5. No substitution is allowed for vertical and horizontal #4 bars in corners.

6. Manufacture base and risers to nearest 3" increment.

7. Design tongue and groove joints for full closure on both shoulders. Minimum spigot depth is ¾".

8. Provide lifting devices in conformance with Manufacturer's recommendations.

9. See sheet PDD for sizes, dimensions, and reinforcing steel not shown.

1. If required elsewhere. Inverts (benching) to be provided by Contractor. Concrete or mortar used for invert is subsidiary to specified inlet or manhole.

2. Seal tongue and groove joints with preformed or bulk mastic in conformance with Manufacturer's recommendations. Tongue and groove joints may be grouted no more than 1" between each section, or ½ the joint depth, whichever is greater.

3. Do not grout rubber gasket joints without Manufacturer's recommendation.

4. For rigid pipe, cut hole in thin wall panel (KO) 4" Max, 2" Min larger than pipe OD.

5. For flexible pipe, consult boot/seal Manufacturer's specification for placement tolerance and hole size. Center pipe in hole and install boot/seal per Manufacturer's specification.

1. Precast Base consists of base slab, base unit, risers (as required), reducing slab (as required), and reduced risers (as required). See sheet PDD for sizes.

2. Designed according to ASTM C913.

3. Payment for precast base is subsidiary to the specified inlet, per Item 465, "Junction Boxes, Manholes, and Inlets."

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PRECAST BASE AND

DESIGN DATA FOR

CONTFebruary 2020

DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use.

PDD

JUNCTION BOX

prestd10-20.dgn

Bridge Division Standard

HL93 LOADING

** Unless otherwise indicated.

FABRICATION NOTES:

GENERAL NOTES:

MAX DEPTH = 15 ft. to top of BASE SLAB

M i n

H e i g h t S e e

G e n

N o t e

Base Slab

Base Unit orRiser Walls Below Grade Slab (w/PJB)Reducing Slab (w/PB)

S i z e

S h o r t

S p a n R e i n f

S t e e l A r e a

L o n g

S p a n R e i n f

S t e e l A r e a

T h i c k n e s s

S h o r t

S p a n R e i n f

S t e e l A r e a

L o n g

S p a n R e i n f

S t e e l A r e a

T h i c k n e s s

R e d u c e d

R i s e r

S i z e

S h o r t

S p a n R e i n f

S t e e l A r e a

L o n g

S p a n R e i n f

S t e e l A r e a

T h i c k n e s s

X x Y

Ashort Along BS Bshort Blong

W

RWSxRWLor ID

Dshort Dlong TS

BH MIN HOLE DIA KO DIA

ft.

in2/ft in2/ft in.

in2/ft in2/ft in.

ft. ** in2/ft in2/ft

in. ft. in. in.

P r e c a s t

J u n c t i o n

B o x

P

J B

3x3 0.23 0.23

0.19 0.19

N/A 0.37 0.37

3.5 36 36

4x4 0.29 0.29

0.24 0.24

N/A 0.41 0.41

4.5 48 48

3x5 0.29 0.18

0.19 0.35

N/A 0.48 0.48

3.5 36/60 36/60

4x5 0.36 0.18

0.22 0.34

N/A 0.42 0.42

4.5 48/60 48/60

5x5 0.36 0.36

0.34 0.34

N/A 0.43 0.43

5.5 60 60

5x6 0.27 0.27

0.34 0.45

N/A 0.48 0.48

5.5 60/72 60/72

6x6 0.27 0.27

0.45 0.45

N/A 0.56 0.56

6.5 72 72

8x8 0.46 0.46

0.51 0.51

N/A 0.45 0.45 12 8.5 96 72

P r e c a s t

B a s e

P

B

3x3 0.23 0.23

0.19 0.19

N/A N/A N/A N/A 3.5 36 36

4x4 0.29 0.29

0.24 0.24

N/A N/A N/A N/A 4.5 48 48

3x5 0.29 0.18

0.19 0.35

3x3 0.30 0.34

3.5 36/60 36/60

4x5 0.36 0.18

0.22 0.34

3x3 0.30 0.30

4.5 48/60 48/60

4x5 0.36 0.18

0.22 0.34

4x4 0.30 0.30

4.5 48/60 48/60

4x5 0.36 0.18

0.22 0.34

48" 0.39 0.39

4.5 48/60 48/60

4x5 0.36 0.18

0.22 0.34

3x5 0.33 0.40

4.5 48/60 48/60

5x5 0.36 0.36

0.34 0.34

3x3 0.34 0.34

5.5 60 60

5x5 0.36 0.36

0.34 0.34

4x4 0.36 0.36

5.5 60 60

5x5 0.38 0.38

0.34 0.34

48" 0.36 0.36

5.5 60 60

5x5 0.36 0.36

0.34 0.34

3x5 0.34 0.40

5.5 60 60

5x6 0.31 0.31

0.34 0.45

3x3 0.34 0.34

5.5 60/72 60/72

5x6 0.27 0.27

0.34 0.45

4x4 0.36 0.45

5.5 60/72 60/72

5x6 0.29 0.29

0.34 0.45

48" 0.36 0.45

5.5 60/72 60/72

5x6 0.29 0.29

0.34 0.45

3x5 0.45 0.45

5.5 60/72 60/72

6x6 0.29 0.29

0.45 0.45

3x3 0.41 0.41

6.5 72 72

6x6 0.27 0.27

0.45 0.45

4x4 0.45 0.45

6.5 72 72

6x6 0.29 0.29

0.45 0.45

48" 0.45 0.45

6.5 72 72

6x6 0.29 0.29

0.45 0.45

3x5 0.45 0.45

6.5 72 72

8x8 0.52 0.52

0.51 0.51

3x3 0.61 0.61 12 8.5 96 72

8x8 0.52 0.52

0.51 0.51

4x4 0.70 0.70 12 8.5 96 72

8x8 0.52 0.52

0.51 0.51

48" 0.70 0.70 12 8.5 96 72

8x8 0.52 0.52

0.51 0.51

3x5 0.70 0.85 12 8.5 96 72

1. Maximum spacing of reinforcement is 8".

2. At manufacturer's option, provide cast or cored holes or thin wall panels (KO) to the maximum diameter shown for each. When no penetration is required, it is acceptable to provide a wall with no sectional reduction.

1. Precast Junction Box consists of base slab, base unit, risers (as required), and below grade slab. See sheet PJB for details.

2. Precast Base consists of base slab, base unit, risers (as required), reducing slab (as required), and reduced risers (as required). See sheet PB for details.

3. Min Height shown is for stock base units. Use stock base units whenever practical.

Smaller height base units can be used in special installation circumstances, when noted elsewhere in the plans. Absolute minimum height of base units is 2'-6".

M a x

H

O L E

D

I A

S e e

F

M a x

K

O

D

I A

S e e

F

D I S

C L A

I M

E 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 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

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 m s u s e

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CONT

February 2020

PRECAST SLAB LID

PSL

1 1 1 1

1 1

1 1 1 11 1

1 1

HL93 LOADING SHEET 1 OF 2

prestd05-20.dgn

Bridge Division Standard

ELEVATION VIEW

SHIP LOOSE FRAME & GRATE

ELEVATION VIEW

CAST-IN FRAME & GRATE

ELEVATION VIEW

EXPOSED REBAR

STYLE 'SH' STYLE 'S1'

#4 @ 12" O.C.

Y

A

B

A

A

M A

X

PLAN VIEWPLAN VIEW PLAN VIEW

GENERAL NOTES:

1"

DETAIL "A"

1'-6"

Min

Construct cast-in-place reinforced concrete apron, when shown elsewhere in plans. Use Class "A" concrete. Apron is subsidiary to PSL. Apron is

1'-6" Min width around precast zone drain.

Detail "A"

(Reinforcing not shown for clarity)

M i n n y p

When an apron is to be cast around

PSL, use detail above to create an apron ledge on all 4 sides.

ORIENT TAPER TO CORRESPOND

WITH ROADWAY CROSS-SLOPE.

STYLE 'FG'

STYLE 'SFG'

STYLES 'FG' & 'SFG'

FABRICATION NOTES:

INSTALLATION NOTES:

X

WW

X

WW

X

WW

X

W W

X

W W

X

W W

X

WW

Y

B

W W

Y

B

W W

Short Span Long Span

Reinf Steel Reinf Steel

Style Size (X x Y) W A x B (nominal) Area Area

SL 3'x3' 6" n/a 0.37 in/ft 0.37 in/ft

RH,RC,RG,SH,S1,FG 3'x3' 6" 3'x3' or 32" Dia 0.37 in/ft 0.37 in/ft

SFG 3'x3' 6" 3'x3' 0.32 in/ft 0.32 in/ft

SL 4'x4' 6" n/a 0.34 in/ft 0.34 in/ft

RH,RC,RG,SH,S1,FG 4'x4' 6" 3'x3' or 32" Dia 0.41 in/ft 0.41 in/ft

SH,S1,FG 4'x4' 6" 4'x4' 0.41 in/ft 0.41 in/ft

SFG 4'x4' 6" 4'x4' 0.32 in/ft 0.32 in/ft

SL 3'x5' 6" n/a 0.39 in/ft 0.39 in/ft

RH,RC,RG,SH,S1,FG 3'x5' 6" 3'x3' or 32" Dia 0.48 in/ft 0.48 in/ft

SH,S1,FG 3'x5' 6" 3'x5' 0.48 in/ft 0.48 in/ft

SFG 3'x5' 6" 3'x5' 0.32 in/ft 0.32 in/ft

SL 4'x5' 6" n/a 0.42 in/ft 0.42 in/ft

RH,RC,RG,SH,S1,FG 4'x5' 6" 3'x3' or 32" Dia 0.42 in/ft 0.42 in/ft

SH,S1,FG 4'x5' 6" 4'x4' 0.63 in/ft 0.63 in/ft

SH,S1,FG 4'x5' 6" 3'x5' 0.66 in/ft 0.66 in/ft

SL 5'x5' 6" n/a 0.36 in/ft 0.36 in/ft

RH,RC,RG,SH,S1,FG 5'x5' 6" 3'x3' or 32" Dia 0.43 in/ft 0.43 in/ft

SH,S1,FG 5'x5' 6" 4'x4' 0.63 in/ft 0.63 in/ft

SH,S1,FG 5'x5' 6" 3'x5' 0.63 in/ft 0.63 in/ft

SL 5'x6' 6"/8" n/a 0.48 in/ft 0.48 in/ft

RH,RC,RG,SH,S1,FG 5'x6' 6"/8" 3'x3' or 32" Dia 0.48 in/ft 0.48 in/ft

SH,S1,FG 5'x6' 6"/8" 4'x4' 0.60 in/ft 0.60 in/ft

SH,S1,FG 5'x6' 6"/8" 3'x5' 0.60 in/ft 0.60 in/ft

SL 6'x6' 6"/8" n/a 0.43 in/ft 0.43 in/ft

RH,RC,RG,SH,S1,FG 6'x6' 6"/8" 3'x3' or 32" Dia 0.56 in/ft 0.56 in/ft

SH,S1,FG 6'x6' 6"/8" 4'x4' 0.56 in/ft 0.56 in/ft

SH,S1,FG 6'x6' 6"/8" 3'x5' 0.59 in/ft 0.59 in/ft

SL 8'x8' 8"/10" n/a 0.45 in/ft 0.45 in/ft

RH,RC,RG,SH,S1,FG 8'x8' 8"/10" 3'x3' or 32" Dia 0.45 in/ft 0.45 in/ft

SH,S1,FG 8'x8' 8"/10" 4'x4' 0.45 in/ft 0.45 in/ft

SH,S1,FG 8'x8' 8"/10" 3'x5' 0.45 in/ft 0.45 in/ft

W W

W + (A 2)

W

W + (A 2)W + (A 2)

See sheet PDD for corresponding wall thickness (W) of base unit or riser.

Matches inside face of wall of precast base or riser below inlet.

1. Locate penetration (Style 'RH'), ring and cover (Style ‘RC’), ring and grate (Style ‘RG’), and frame and grate (Style ‘FG’) in a corner. Only one penetration is allowed per slab lid.

2. Provide Class “H” concrete in accordance with Item 421 and having a minimum compressive strength of 5,000 psi.

3. Provide Grade 60 reinforcing steel or equivalent area of WWR.

4. Provide clear cover of ¾” to reinforcing from lower outside shoulder of slab for structural reinforcement, and 2” from top of slab for shrinkage and temperature reinforcement. Place short span reinforcing closest to surface.

5. Slabs with a thickness of 8" or greater require shrinkage and temperature reinforcing. Provide steel area = 0.11 in²/ft each way.

6. No substitution is allowed for diagonal #4 bars around openings.

7. Design tongue and groove joints for full closure on both shoulders. Minimum spigot depth is ¾”.

8. Provide lifting devices in conformance with Manufacturer’s recommendations.

1. Precast slab lids are intended for direct traffic and may be placed in roadway.

2. Seal tongue and groove joints with preformed or bulk mastic in conformance with Manufacturer’s recommendations. Tongue and groove joints may be grouted no more than 1” between each section, or ½ the joint depth, whichever is greater.

3. Do not grout rubber gasket joints without Manufacturer’s recommendation.

4. Initial installation of grade adjustment rings for Styles 'RH' and 'SH' is limited to 1'-0" Max as shown.

5. Grade adjustment rings for Styles 'RH' and 'SH' may be increased to 2'-0" Max when future construction affects final grade of structure. Make adjustments greater than 2'-0" with additional risers. Adjustments can be made up to Max depth shown on sheet PDD. Structure must be evaluated if Max depth will be exceeded.

6. Orient long dimension of grate slots perpendicular to traffic, unless noted otherwise on plans

1. Designed according to ASTM C913.

2. Payment for lid is per Item 465, "Junction Boxes, Manholes, and Inlets" by type, style, size, and opening size (when applicable).

Cover dimensions are clear dimensions, unless noted otherwise.

NOTE: PROVIDE TXDOT PRECAST

SLAB LID (PSL0 STYLE 'SH' WITH

PRECAST BASE (PB) FOR PROJECT

DROP INLETS

NOTES:

1. PROVIDE TXDOT PRECAST CURB INLET UNDER

ROADWAY (PCU) WITH PRECAST BASE (PB) FOR

PROJECT CURB INLETS. SEE STORM PROFILES FOR 'Y'

DIMENSION AND EXTENSION DESIGNATIONS.

2. PROVIDE PEDESTRIAN STYLE GRATES.

NOTES:

1. PROVIDE TXDOT PRECAST ROUND MANHOLE (PRM)

PROJECT STORM MANHOLES. SEE STORM PROFILES

FOR DIAMETER DESIGNATION.

2. PROVIDE ECCENTRIC CONES.

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

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\E

NG

IN

\33

\02

\P

LA

NS

\B

ID

D

OC

UM

EN

TS

\D

T-

4.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

DT505

STORM DRAINAGE DETAILS

REV E7001-110-111DWG NO.1 OF 1SHEET1:25SCALEDWG SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

DRAIN BASIN & INLINE DRAIN

NON TRAFFIC INSTALLATION

TITLE

PROJECT NO./NAME

MATERIAL

DATE

REVISED BY

9-30-99DATE

CJADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST

HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF

THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE

OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED

HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE

DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC

WRITTEN PERMISSION FROM NYLOPLAST. 03-11-16

NMH

DRAIN BASIN

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

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

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

NON TRAFFIC INSTALLATION

TOP SOIL

GRATE/COVER

©2011 NYLOPLAST

4" MIN ON 8" - 24"

6" MIN ON 30"

NOT TO SCALE

CONCRETE PLUG

NOT TO SCALE

DRAIN BASIN

NOT TO SCALE

DRAIN BASIN NON-TRAFFIC INSTALLATION

REV A1545AGHPDWG NO.1 OF 1SHEET1:6SCALEDWG SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

PVC

15 IN ADS N-12 / HANCOR HP ELBOW - 45 DEGREE

TITLE

PROJECT NO./NAME

MATERIAL

DATE

APPD BY

11-16-09DATE

EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST

HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF

THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE

OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED

HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE

DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC

WRITTEN PERMISSION FROM NYLOPLAST.

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

N-12 HP BELL INFORMATION

2 - DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

3 - DIMENSIONS ARE IN INCHES

12.75

12.75

11-16-09

EBC

©2009 NYLOPLAST

NOT TO SCALE

15 INCH 45 DEGREE ELBOW

PIPE

DIA.

IN.

T

FT. C.Y.PER L.F.PER

FT.OF DEPTH

0.417 0.458 0.458 0.500 0.583 0.583 0.625 0.625 0.625

0.142 0.164 0.182 0.204 0.228 0.247 0.269 0.287 0.306

0.19

0.29 0.33 0.38 0.42 0.46 0.50 0.54 0.58 0.62 0.67

0.231 0.210 0.188 0.165 0.144

0.327 0.349 0.370 0.392 0.414 0.435 0.457

0.383 0.478 0.586 0.692 0.808 1.394 1.560 1.731 1.907 2.088 2.275 2.474

C.Y.PER L.F.

FT.OF DEPTH

C.Y.PER L.F.PER

CULVERT OR SEWER

IN.

DIA.

PIPE

FT.

T

T

Requires Least Excavation

Natural Ground, Finished Grade, or Subgrade Whichever Regular Backfill In

(Typical)

CL

pip e

T

Us ua l

Box Sewer or Box Culvert

Bottom of SubgradeVa ria ble CL

CL

Manhole,Inlet or Junction Box

Roadway Median

Varies

Subgrade Line

Project

Cement Stabilized Backfill Pipe Sewer,R.C.P.,or Box Culvert

Variable

CL

CL NOTE:

private driveways as indicated elsewhere in the plans.

Rubber gaskets shall be required for all joints on proposed cross drainage, pipe culverts and proposed storm sewer systems, unless otherwise shown in the plans.

Backfill with cement stabilized material will be required for all structures under detours

6"

OF PIPE

EXCAVATION DETAIL

H

12"

AT MANHOLE, INLET OR JUNCTION BOX

EXCAVATION DETAIL

Cement stabilized backfill may be omitted in

HIGHWAYJOBSECTCONTROLCOUNTY

DIST FED REG SHEET

DN:FILE:

REVISIONS HOUSTON

CK: DW: CK:

SHEET 1 OF 2

PROJECT NO.

TxDot TxDot TxDot TxDot

Regular Backfill In

I.D.+ 2T

Limits of Measurement for Excavation

CL Monolithic Pipe

Requires Least Excavation

Natural Ground, Finished Grade, or Subgrade Whichever Box Sewer or Box Culvert

Limits of Measurement for Excavation

Limits of Measurement for Cement Stabilized Backfill

Requires Least Excavation

Natural Ground, Finished Grade, or Subgrade Whichever

Regular Backfill In

Regular Backfill In

Texas Department of Transportation Houston District

EXCAVATION AND BACKFILL

DIAGRAMS

E&BD

STDE1.DGN

12" 12"

12" 12" us ua l

2'-0"

6"

6"

6"

D

2T

H

1' -6

D = Depth H = Height T = Thickness R = Radius Dia = Diameter

Item 400

EXCAVATION & BACKFILL DETAIL

Limits of Measurement for Excavation and Cement Stabilized Backfill

1' for I.D. 42" or Less 2' for I.D. Greater than 42"

BACKFILL DETAIL

Item 400

BACKFILL DETAIL

Item 400

Item 400

(Typical)

EXCAVATION QUANTITIES

EXCAVATION AND BACKFILL QUANTITIES

unless noted otherwise in the General Notes.

(I.D.)

Inside Diameter

(I.D.)

MONOLITHIC PIPE

IN A PAVED OR GRADED AREA

Accordance with

Accordance with

BOX CULVERTS

IN A GRADED OR PAVED AREA

INCLUDING DETOURS*

Accordance with

BOX CULVERTS

IN A GRADED AREA

Accordance with

D

2T

I.D

1' -6

REINFORCED CONCRETE PIPE

IN A GRADED OR PAVED AREA

INCLUDING DETOURS

REINFORCED CONCRETE PIPE

MONOLITHIC PIPE

EXCAVATION

EXCAVATION IN A

PAVED OR GRADED AREA

CEMENT STABILIZED

BACKFILL IN A

PAVED OR GRADED AREA

0.23

REVISED 11/05

TxDOT FEB 2010

REVISED 2/2010 Added note to Table 1,Sht 2 of 2.

REVISED 6/12

REVISED 9/14

NOT TO SCALE

STORM DRAINAGE EXCAVATION AND BACKFILL DIAGRAMS

NOT TO SCALE

FLARED CONCRETE HEADWALL

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

HIGHWAY

SHEET NO.

C TxDOT

CONT

CONCRETE HEADWALLS

WITH FLARED WINGS FOR

0° SKEW PIPE CULVERTS

CH-FW-0

February 2020

TxDOT TxDOT TxDOT TxDOT

30°

Bars B

4"

9" Min

Y 4"

Bars W

Bars D

6"

Bars S

Bars V

Bars B

TYPICAL WING ELEVATION SECTION A-A

Bars E

Bars W

Bars F

Bars G

6"

1'-0"

M a x

H

K

Bars E

8"

Bars S

Bars A

Bars B

Bars C

M i n

PLAN

G D

L

W

X

X/2

Bars F ~ 2"

T y p

2"

D

Bars G

Bars B

Bars F

Bars C

Bars E

Y

Bars S

Bars W Bars W

Bars F

Bars C

Bars S

1"

12 x H 7

12 x L

12 x H 7

12 x L

H

K

ELEVATION

1'-6"

℄ Pipe or pipes

Construction joint

Spacing at 12"

Max

Toe of slope

Finished grade

(roadway slope)

T y p

T y p

(Typ)

Conforms to SL:1 slope perpendicular to roadway

Provide bars as needed to support

Bar W on inside face of wall.

(Showing dimensions.)

Provide Grade 60 reinforcing steel.

Provide Class C concrete (f'c = 3,600 psi).

Designed according to AASHTO LRFD Bridge Design

Specifications.

Do not mount bridge rails of any type directly to these culvert headwalls.

This standard may not be used for wall heights, H, exceeding the values shown.

Quantities shown are for concrete pipe and will increase slightly for metal pipe installations.

For vehicle safety, construct curbs no more than 3" above finished grade. Reduce curb heights, if necessary, to meet these requirements. No changes will be made in quantities and no additional compensation will be allowed for this work.

Provide a 1'-0" footing as shown where required to maintain 4" minimum cover for pipes.

Dimenisions shown are usual and maximum.

Quantities shown are for one structure end only

(one headwall).

Min Length = 6" 3" x

Max Length = 12 x H 3" x

Lengths of wings based on SL:1 slope along this line.

(Length = 2'-5")

BARS CL

BARS B and B1-x

Bars B1-x

Bars A1-x

Bars V1-x

Bars B1-x

Bars V1-x

Bars D1-x

BARS V

Bars V1-x

Bars A1-x

Cover dimensions are clear dimensions, unless noted otherwise.

Reinforcing dimensions are out-to-out of bars.

chfw00se-20.dgn

Bridge Division Standard

MATERIAL NOTES:

GENERAL NOTES:

TABLE OF VARIABLE DIMENSIONS

AND QUANTITIES FOR ONE HEADWALL

S l o p e

D

P i p e

D

Values for One Pipe

Values to be Added for Each Addt'l Pipe

W X Y L

Reinf Conc

X and W

Reinf Conc

(Lbs) (CY) (Lbs) (CY)

12'' 4'

7 ½" 2'

6" 2'

10" 3'

3 ¼" 88 0.6 1'

9" 20 0.2

15'' 5'

5 ¾" 2'

9 ½" 3'

4" 3'

10 ¼" 103 0.7 2'

2" 24 0.3

18'' 6'

4 ¼" 3'

1" 3'

10" 4'

5" 124 0.9 2'

8" 32 0.3

21'' 7'

2 ¾" 3'

4 ½" 4'

4" 5'

0" 143 1.1 3'

1" 43 0.4

24'' 8'

2 ½" 3'

9 ½" 4'

10" 5'

7" 164 1.3 3'

7" 50 0.5

27'' 9'

1" 4'

1" 5'

4" 6'

2" 179 1.5 3'

11" 56 0.6

30'' 9'

11 ½" 4'

4 ½" 5'

10" 6'

8 ¾" 203 1.7 4'

4" 65 0.8

33'' 10'

10" 4'

8" 6'

4" 7'

3 ¾" 224 2.0 4'

8" 71 0.9

36'' 11'

8 ¼" 4'

11 ½" 6'

10" 7'

10 ¾" 249 2.2 5'

1" 81 1.0

42'' 13'

5 ¼" 5'

6 ½" 7'

10" 9'

0 ½" 298 2.8 5'

10" 97 1.3

48'' 15'

9" 6'

1 ½" 9'

4" 10'

9 ¼" 360 3.8 6'

7" 117 1.7

54'' 17'

5 ¾" 6'

8 ½" 10'

4" 11'

11 ¼" 427 4.5 7'

6" 151 2.1

60'' 19'

2 ¾" 7'

3 ½" 11'

4" 13'

1" 481 5.3 8'

3" 174 2.5

66'' 20'

11 ½" 7'

10 ½" 12'

4" 14'

3" 544 6.2 8'

9" 194 2.9

72'' 22'

8 ½" 8'

5 ½" 13'

4" 15'

4 ¾" 601 7.1 9'

4" 213 3.3

12'' 6'

3" 2'

6" 4'

3" 4'

11" 118 0.8 1'

9" 22 0.2

15'' 7'

5" 2'

9 ½" 5'

0" 5'

9 ¼" 137 1.1 2'

2" 28 0.3

18'' 8'

6 ¾" 3'

1" 5'

9" 6'

7 ¾" 170 1.3 2'

8" 37 0.5

21'' 9'

8 ¾" 3'

4 ½" 6'

6" 7'

6" 195 1.6 3'

1" 48 0.6

24'' 11'

0" 3'

9 ½" 7'

3" 8'

4 ½" 227 2.0 3'

7" 58 0.7

27'' 12'

2" 4'

1" 8'

0" 9'

2 ¾" 251 2.3 3'

11" 67 0.8

30'' 13'

4" 4'

4 ½" 8'

9" 10'

1 ¼" 293 2.7 4'

4" 77 1.0

33'' 14'

5 ¾" 4'

8" 9'

6" 10'

11 ¾" 318 3.1 4'

8" 84 1.2

36'' 15'

7 ¾" 4'

11 ½" 10'

3" 11'

10" 351 3.5 5'

1" 96 1.4

42'' 17'

11 ½" 5'

6 ½" 11'

9" 13'

6 ¾" 432 4.5 5'

10" 119 1.7

48'' 21'

1 ¾" 6'

1 ½" 14'

0" 16'

2" 537 6.1 6'

7" 146 2.3

54'' 23'

5 ½" 6'

8 ½" 15'

6" 17'

10 ¾" 630 7.3 7'

6" 186 2.9

60'' 25'

9 ¼" 7'

3 ½" 17'

0" 19'

7 ½" 719 8.7 8'

3" 219 3.4

66'' 28'

1" 7'

10 ½" 18'

6" 21'

4 ¼" 811 10.1 8'

9" 242 3.9

72'' 30'

4 ¾" 8'

5 ½" 20'

0" 23'

1 ¼" 924 11.7 9'

4" 272 4.4

12'' 7'

10 ¾" 2'

6" 5'

8" 6'

6 ½" 148 1.1 1'

9" 24 0.3

15'' 9'

4" 2'

9 ½" 6'

8" 7'

8 ½" 181 1.5 2'

2" 32 0.4

18'' 10'

9 ½" 3'

1" 7'

8" 8'

10 ¼" 221 1.9 2'

8" 42 0.5

21'' 12'

2 ¾" 3'

4 ½" 8'

8" 10'

0" 260 2.3 3'

1" 57 0.7

24'' 13'

9 ½" 3'

9 ½" 9'

8" 11'

2" 301 2.8 3'

7" 67 0.9

27'' 15'

3" 4'

1" 10'

8" 12'

3 ¾" 334 3.3 3'

11" 77 1.0

30'' 16'

8 ¼" 4'

4 ½" 11'

8" 13'

5 ¾" 385 3.8 4'

4" 89 1.3

33'' 18'

1 ¾" 4'

8" 12'

8" 14'

7 ½" 425 4.5 4'

8" 101 1.4

36'' 19'

7" 4'

11 ½" 13'

8" 15'

9 ¼" 472 5.1 5'

1" 115 1.7

42'' 22'

5 ¾" 5'

6 ½" 15'

8" 18'

1" 583 6.5 5'

10" 141 2.1

48'' 26'

6 ¼" 6'

1 ½" 18'

8" 21'

6 ¾" 730 8.9 6'

7" 175 2.8

54'' 29'

5" 6'

8 ½" 20'

8" 23'

10 ¼" 875 10.7 7'

6" 226 3.6

60'' 32'

3 ¾" 7'

3 ½" 22'

8" 26'

2" 996 12.7 8'

3" 264 4.3

66'' 35'

2 ½" 7'

10 ½" 24'

8" 28'

5 ¾" 1,140 14.9 8'

9" 300 4.9

72'' 38'

1 ¼" 8'

5 ½" 26'

8" 30'

9 ½" 1,297 17.3 9'

4" 334 5.6

12'' 11'

2" 2'

6" 8'

6" 9'

9 ¾" 224 1.9 1'

9" 28 0.4

15'' 13'

2 ¼" 2'

9 ½" 10'

0" 11'

6 ½" 268 2.5 2'

2" 37 0.5

18'' 15'

2 ½" 3'

1" 11'

6" 13'

3 ¼" 330 3.2 2'

8" 50 0.7

21'' 17'

2 ¾" 3'

4 ½" 13'

0" 15'

0 ¼" 387 3.9 3'

1" 69 0.9

24'' 19'

4 ½" 3'

9 ½" 14'

6" 16'

9" 453 4.8 3'

7" 80 1.2

27'' 21'

4 ¾" 4'

1" 16'

0" 18'

5 ¾" 512 5.7 3'

11" 96 1.4

30'' 23'

5 ¼" 4'

4 ½" 17'

6" 20'

2 ½" 593 6.7 4'

4" 110 1.7

33'' 25'

5 ½" 4'

8" 19'

0" 21'

11 ¼" 675 7.8 4'

8" 127 2.0

36'' 27'

5 ¾" 4'

11 ½" 20'

6" 23'

8" 735 9.0 5'

1" 144 2.3

42'' 31'

6 ¼" 5'

6 ½" 23'

6" 27'

1 ½" 922 11.5 5'

10" 179 3.0

48'' 37'

3 ½" 6'

1 ½" 28'

0" 32'

4" 1,191 15.9 6'

7" 231 4.0

54'' 41'

4 ¼" 6'

8 ½" 31'

0" 35'

9 ½" 1,424 19.2 7'

6" 300 5.0

60'' 45'

4 ¾" 7'

3 ½" 34'

0" 39'

3" 1,631 22.9 8'

3" 353 6.0

TABLE OF

REINFORCING STEEL

Bar Size Spa No.

A #4 1' - 0" ~

B #3 1' - 6" ~

C #4 1' - 0" ~

D #3 1' - 0" ~

E #5 ~ 4

F #5 ~ ~

G #3 ~ 2

S #4 ~ 6

V #4 1' - 0" ~

W #5 ~ 4

54'' 3' - 0'' 1' - 3'' 5' - 9''

60'' 3' - 3'' 1' - 3'' 6' - 3''

66'' 3' - 3'' 1' - 3'' 6' - 9''

72'' 3' - 4'' 1' - 3'' 7' - 3''

TABLE OF

CONSTANT DIMENSIONS

Dia of

Pipe (D)

G K H

12'' 0' - 9'' 1' - 0'' 2' - 0''

15'' 0' - 11'' 1' - 0'' 2' - 3''

18'' 1' - 2'' 1' - 0'' 2' - 6''

21'' 1' - 4'' 1' - 0'' 2' - 9''

24'' 1' - 7'' 1' - 0'' 3' - 0''

27'' 1' - 8'' 1' - 0'' 3' - 3''

30'' 1' - 10'' 1' - 0'' 3' - 6''

33'' 1' - 11'' 1' - 0'' 3' - 9''

36'' 2' - 1'' 1' - 0'' 4' - 0''

42'' 2' - 4'' 1' - 0'' 4' - 6''

48'' 2' - 7'' 1' - 3'' 5' - 3''

DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use.

REV E7001-110-283DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

DRAIN BASIN WITH PEDESTRIAN GRATE

QUICK SPEC INSTALLATION DETAIL

TITLE

PROJECT NO./NAME

MATERIAL

DATE

REVISED BY

4-20-07DATE

EBCDRAWN BY

06-12-18

NMH

(5) ADAPTER

ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

12" - 36"

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. ON 12" - 24", 10" MIN. ON 30"

& 12" MIN. ON 36"

BASED ON MANUFACTURING REQ.)

4" MIN ON 12" - 24"

6" MIN ON 30" & 36"

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(3) VARIABLE INVERT HEIGHTS

AVAILABLE (ACCORDING TO

PLANS/TAKE OFF)

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

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

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS

AVAILABLE: 4" - 36" FOR CORRUGATED HDPE

(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR

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

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

CORRUGATED & RIBBED PVC

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE

(6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE

FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST

BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,

TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.

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

(1, 2) INTEGRATED DUCTILE IRON

FRAME & GRATE TO MATCH BASIN O.D.

12" MIN WIDTH GUIDELINE

6" MIN THICKNESS GUIDELINE

THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST

HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF

THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE

OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED

HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE

DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC

WRITTEN PERMISSION FROM NYLOPLAST.

©2013 NYLOPLAST

1 - 12" - 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536

GRADE 70-50-05.

2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN

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

RESTRICTIONS. SEE DRAWING NO. 7001-110-065.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

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

N-12 HP, & PVC SEWER (4" - 36").

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

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

6 - 12" - 24" PEDESTRIAN GRATES SHALL MEET H-10 LOAD RATING.

30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING

NO. 7001-110-144 FOR H-20 TRAFFIC LOAD GUIDELINES).

PVC

REV J7001-110-144DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

DRAIN BASIN WITH STANDARD GRATE

QUICK SPEC INSTALLATION DETAIL

TITLE

PROJECT NO./NAME

MATERIAL

DATE

REVISED BY

1-23-06DATE

EBCDRAWN BY

06-12-18

NMH

(5) ADAPTER

ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

8" - 36"

18" MIN WIDTH GUIDELINE

8" MIN THICKNESS GUIDELINE

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. ON 8" - 24", 10" MIN. ON 30"

& 12" MIN. ON 36"

BASED ON MANUFACTURING REQ.)

4" MIN ON 8" - 24"

6" MIN ON 30" & 36"

MINIMUM PIPE BURIAL

DEPTH PER…