36C24419B0041-002.pdf

Y4 R., 1YP. FORMED

JOINTS ONLY

4000 PSI CONCRETE

Y4" DEEP SCORED

JOINTS

WELDED WIRE MESH

CEO FABRIC

4" OF 12 STONE

PIN AT EXPANSION JOINT

AND WHERE NEW CONC. IS

TIE TO EXISITNG. 14 X 12"

ILONG EXPDXY COATED

STEEL SUP DOWEL 0 10'

O.C. CREASE & CAP ONE

END.

EXPANSION JOINT WITH

Y4' BITUMINOUS JOINT

COMPACT GRADE

PROVIDE TRANSVERSE Sc LONGITUDINAL

CONTRACTION JOINT 0 5'-0* 0.0 MAX, EXPANSION

JOINT 0 25'-0" O.C. MAX

60' MAX. 60' MAX.

[18288mm] [18288mm]

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7 I, a, 5

(TYP) 1 -

EXPANSION JOINT TO EXPANSION JOINT

10.5' MAX.

[3200mm]

(1 1% MIN.

2% MAX.

NI 1% MIN.

2% MAX.

TYPICAL SECTION

CONC. SIDE WALK

\-- TOP OF CURB

21.9,1

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB

OR OTHER ADJACENT STRUCTURES.

2. ONE—HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT

LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15'

[4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.

5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR

THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH

A FINE BRUSH IN A TRANSVERSE DIRECTION.

7. 1/4" DEEP SCORED JOINTS (WI') SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

CONCRETE SIDEWALK

NTS

SC

AL

E :N O

NE

Lirii;‘g

[1524mm]

LEVEL AREA

8" MIN. W/RAIL [203mm]

,—HANDRAIL

4" MIN. W/RAIL [102mm]

(TYP )

1 219mm]

2%MAX.

SLOPE -

1/2" BEVEL [13mm]

(TYP.)

E E

COMPACTED

SUBGRADE

6"x6"xMW19xMW19 [152mmx152mmxMW19xMW19]

5' MIN 35' MAX AT 1:20. 5' MIN.

[ 1 0 6 6 8 m m ]

[1524mm]

LEVEL AREA

1'

HANDRAIL

[ 3 0 5 m m

2. IF A RAMP RUN HAS A RISE GREATER THAN 6" [152mm] OR A HORIZONTAL PROJECTION GREATER THAN 72" [1829mm], THEN IT SHALL HAVE HANDRAILS

ON BOTH SIDES.

3. MAXIMUM SLOPE OF RAMP SHALL NOT EXCEED 8.33%.

4. OM 111111111111111111111116 IIIIIIRM1111111111111111.011111111111111011

5. PROVIDE AN AGGREGATE BASE WHERE SUBSURFACE CONDITIONS WARRANT IT.

6. REFER TO PG-18-13 INDEX.

THIS DETAIL IS FOR REINSTALLATION REQUIREMENT ONLY

LONGITUDINAL SECTION A

POTE:

1. RAMP IS REQUIRED WHERE THE WALK EXCEEDS 3%.

TRAVERSE SECTION B

RAMP FOR DISABLED PERSONS

MIMI

SC

A

LE

:N

O N

E

D A

TE IS

S

U

ED

: D E

C E

M B

E R

CA

D

D E

T A

IL

N

O

S D

-0

.D

W G

D e p a rtm e n t o f D

ETA

IL T

IT

LE

/ C U

R B

R A

M P

V e te ra n s A ffa irs

6'-6" [1981mm] CONCRETE

A

WALK

RAMP FLUSH

WITH GUTTER

_ 7

EXPANSION

JOINT

suOPE "Nt- E cNI

SECTION A

MAX. -1/TAX-.

TO MATCH TO

EXISTING

6' 6'

[1829mm] [1829 mm] CURB & Af

EXPANSION / /

GUTTER

4' JOINT [1219mm]

MATCH

EXISTING PLAN

CONCRETE SLOPE CONCRETE

<> WALK

MAX.

WALK <>

6' i r

A 6'

/ —CURB & GUTTER

[1829mm]

[1829mm

4' [1219mm]

PLAN

0 CURB RAMP

NTS

2' [610mrn]

TO MATCH EXISTING

NOTE: CROSS SLOPE OF GUTTER

SAME AS PAVEMENT

MOUNTABLE CONCRETE CURB AND GUTTER

y NTS

Department of Veterans Affairs

DETAIL TITLE / MOUNTABLE CONCRETE CURB AND GUTTER

SCALE :NONE

DATE ISSUED: DECEMBER 2008 CAD DETAIL NO.: 5D320523-03.DWG

2' R [609mm]

1/2" [13mm]

SIDEWALK RAMP

1/4" R TRUNCATED DOME

6mm (TYP) DETECTABLE

WARNING STRIP

GUTTER

MATCH GUTTER

FLOW LINE

TC=0"

RAMP CURB HEIGHT TO

MATCH ADJACENT BACK OF

SIDEWALK ELEVATION

RAMP CURB

ROUGH BROOM FINISH

USE RIPPLE PATTERN

ROUGH BROOM FINISH

USE RIPPLE PATTERN

PERSPECTIVE

ELEVATION

DEPRESSED CURBE AT SIDEWALK RAMP

TRUNCATED DOME DETAIL

CURB ACCESS RAMP

NTS

Department of DETAIL TITLE / CURB ACCESS RAMP

Veterans Affairs

DATE ISSUED: DECEMBER 2008 CAD DETAIL NO.: 5D320523-11.DWG

0 r--- VARIES

ROADWAY WIDTH / 6'-6" [2m] SIDEWALK RAMP WIDTH

SIDEWALK WIDTH PER PLANS

4' MIN. [1.2m]

TRUNCATED DOME

DETECTABLE WARNING

STRIP

[609mm]

2'-6" [760mm]

4' [1.2m]

TOP OF RAMP=

3" [75 mm]

TRUNCATED DOMES

DETECTABLE

WARNING STRIP

TRANSITION TO MATCH

EXIST. CURB AND

GUTTER AND SIDEWALK.

EXISTING DIMENSIONS

MAY VARY SEE PLANS

SIDEWALK RAMP

CONTROL POINT

SEE PLANS

TOP OF RAMP=

3 1/2" [90mm]

TOP OF RAMP=

TC=7" [180mm]

TC= 1 /2" [13mm]

RADIUS

3" [75mm]

PER PLANS

TOP OF RAMP=

7 5/8" [195mm]

SIDEWALK

CURB AND

GUTTER

c,01'9

A

BAN

TC=7" [180mm]

TC=1 /2" [13mm]

° CROSS SLOPE

(1% (TYP.))*

* MAXIMUM SLOPE = 2%

SECTION A—A

TYPE 2 CURB, H=6"

[1 52m m] PER STANDARD

VA DETAIL 32 05 23— 1 7

"CONCRETE VERTICLE CURB

AND TERMINAT SECTION" OR

BARRICADE RAILING PER

STD. DETAIL 32 05 23-04

"CONCRETE POST

BARRICADE"

REQUIRED ONLY WHEN

NOTED ON THE PLANS IN

ORDER TO RESTRICT

VEHICULAR TRAFFIC.

NOTE:

1. TOP OF CURB (TC) AND TOP OF RAMP ELEVATIONS SHOWN ARE IN RELATION TO THE

GUTTER AND ARE LOCATED RADIALLY. GUTTER = 0"

2. SEE STANDARD VA DETAIL 32 05 23-18 "CONCRETE SIDEWALK" FOR JOINT

REQUIREMENTS.

3. WHEN CURB HEIGHTS OF GREATER THAN 7" [1 80mm] ARE SHOWN ON PLANS, SEE PLANS

AND ADA REQUIREMENTS.

4. LANDING RAMP AREA TO BE STANDARD ON ALL PROJECTS. TYPE 2 CURB WITH 6"

[1 52mm] REVEAL OR BARRICADE RAILING REQUIRED ONLY WHEN NOTED ON THE PLANS IN

ORDER TO RESTRICT VEHICULAR TRAFFIC.

CURB ACCESS RAMP

NTS

Mimi fluent of

Velcians Affdirs

DETAIL TITLE / CURB ACCESS RAMP

DATE ISSUED: DECEMBER 2008 CAD DETAIL NO.: S0320523-10.DWG

TRUNCATED DOMES

DETECTABLE

4,)

TOP OF RAMP=3 1/2"

TOP OF RAMP=3"

WARNING STRIP

SIDEWALK RAMP

CONTROL POINT

SEE PLANS

PER PLANS ,

,/j it"

[75mm]

RADIUS

..TOlt116.";

RAMP= 7 5/8:

[.1.9 5 m.m ] • *.*:

1V411 1,‘,..

Q

.065'

• • ..f'• •

[90mm]

7C--

Z

SIDEWALK

RAMP=3" [75mm

TC=7" [760mm]

TC=1/2" [13mm]

° CROSS SLOPE

(1%. (rrP.)) *

* MAXIMUM SLOPE = 2%

NOTE:

1. TOP OF CURB (IC) AND

TOP OF RAMP ELEVATIONS

SHOWN ARE IN RELATION

TO THE GUTTER AND ARE

LOCATED RADIALLY. GUTTER

= 0"

2. SEE STANDARD VA DETAIL

32 05 23-18 "CONCRETE

SIDEWALK" FOR JOINT

REQUIREMENTS.

3. WHEN CURB HEIGHTS OF

GREATER THAN 7"

[180mm] ARE SHOWN ON

PLANS, SEE PLANS AND

ADA REQUIREMENTS.

4. REFER TO SHEET 3 OF 5

FOR RAMP SURFACE FINISH.

SECTION A-A

CURB ACESS RAMP - LIMITED RIGHT-OF-WAY

NTS

TC=7" [760mm]

CURB TC=1/2" [13mm]

AND GUTTER

Plat

2'-6" 2-6" [760mm L760mmi

VARIES VARIES

R O

A D

W A

Y W

ID

T

H

TRUNCATED DOMES

DETECTABLE

WARNING STRIP ELEVATION

DEPRESSED CURSE AT SIDEWALK RAMP

ROADWAY WIDTH

VARIES r6'-6" r2m1 SIDEWALK RAMP WIDTH

SIDEWALK WIDTH PER

PLANS 4' MIN. L1 .2m J

4' [1.2m]

TRANSITION TO MATCH

EXIST. CURB AND

GUTTER AND SIDEWALK.

EXISTING DIMENSIONS

MAY VARY SEE PLANS

TOP OF

TYPE 2 CURB, H=6"

[150mm] PER STANDARD

VA DETAIL 32 05 23-17

"CONCRETE VERTICLE CURB

AND TERMINAL SECTION" OR

BARRICADE RAILING PER

STANDARD VA DETAIL

32 05 23-04 "CONCRETE

POST BARRICADE"

REQUIRED ONLY WHEN

NOTED ON PLANS IN ORDER

TO RESTRICT VEHICULAR

TRAFFIC.

TRUNCATED DOMES 2'

DETECTABLE [609mmr

WARNING STRIP

2-6" [760mm]

Department of DETAIL TITLE / CURB ACCESS RAMP LIMITED RIGHT-OF-WAY

Veterans Affaks

DATE ISSUED: DECEMBER 2008 CAD DETAIL NO.: SD320523-12.DWG

DETAIL TITLE / CONCRETE HEADER

CURB ACCESS RAMP ALTERNATIVES

NTS

VARIES

4' MIN.

1:50 (MAX)

TRUNCATED DOMES

DETECTIBLE

WARNING STRIP 2'

[609mm

4' MIN.

[1219mm]

1:50 (MAX)

CHORD

NOTE:

TRUNCATED DOMES

DETECTIBLE

WARNING STRIP

co E REFER TO VA STANDARD DETAIL

32 05 23-20 "TRUNCATED DOME

TACTILE — WARNING STRIP" FOR

ADDITIONAL INFORMATION.

SIDEWALK

Department of Veterans Affairs

DATE ISSUED: DECEMBER 2008 CAD DETAIL NO.: SD320523-13.DWG

SLOPE TO MATCH

EXISTING TRUNCATED DOMES

DETECTIBLE

WARNING STRIP

VARIES

1:50 (MAX)

I r - - -

L__4. ---___ __ _ H I I sIDEWALK z

) I SLOPE TO MATCH

0 W

EE

> iN cr, ,L__, N 4b:.g.: 0Q.'"U .N.D to

E

/EXISTING

"°*°.°0.:424%.Nto:6 Ar$,*=?:0"II3gog.g.g.:44°.

V

Z\

DETECTIBLE

TRUNCATED DOMES

WARNING STRIP //

, z

1- — — —:

7 z

I I= = = =

— — — TI

LOCATE CURB I I

ACCESS RAMP I I

TO ALIGN WITH 1 1

CROSSWALK I I

I I

CURB ACCESS RAMP ALTERNATIVES

NTS

6'

[1829mm]

OR

PER PLAN

CROSSWALK

iCZ Department of

Veterans Affairs

DETAIL TITLE / CURB ACCESS RAMP ALTERNATIVES

DATE ISSUED: DECEMBER 2008 CAD DETAIL NO.: SD320523-14.DWG

IMPROVED ROADWAY

STANDARD CONCRETE

VERTICAL CURB TERMINAL

SECTION PER VA STANDARD

DETAIL 32 05 23-17

"CONCRETE VERTICLE CURB

AND TERMINAL SECTION"

1/2" [13mm]

BITUMINOUS JOINT

FILLER

CONCRETE HEADER 6"x12" [152x305mm] CLASS 'B' CONCRETE

FROM BACK OF CURB TO BACK OF

CURB

UNIMPROVED ROADWAY

GUTTER

TOP OF CURB

CONCRETE HEADER

NTS

ino Department of Veterans Affairs

DETAIL TITLE / CONCRETE HEADER

DATE ISSUED: DECEMBER 2008 CAD DETAIL NO.: SD320523-16.DWG

j_ E

E LL.1

col-- 0 0 •ct- z

3/4" R.

[19mm]

6 10 PAVEMENT

SURFACE

TOP OF

CURB

DESIGN END OF CURB

CONCRETE CURB TERMINAL SECTION

1/2" [13mm]

BITUMINOUS

JOINT FILLER

NOTES:

1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE

A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI.

2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15'

[4572mm].

3. 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE

LOCATED AT TANGENT POINTS IN CURB RETURNS,

TRANSITIONS, AND AT A MAXIMUM OF 60' [1828.8cm]

INTERVALS. EXPANSION MATERIAL SHALL ALSO BE

PLACED BETWEEN CURBS AND ADJACENT STRUCTURES,

SIDEWALKS, DRIVEWAYS AND CURB ACCESS RAMPS.

THE 1/2" [13mm] JOINT FILLER SHALL EXTEND THE

FULL DEPTH OF THE CONCRETE.

4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL

FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG

THE LENGTH OF THE CURB OR CURB AND GUTTER.

SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF

FORMS OR MAY BE SLIP FORMED.

6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL

BE FINISHED WITH A TOOL HAVING A 1/4" [6mm]

RADIUS UNLESS A LARGER RADIUS IS INDICATED BY

THE APPLICABLE STANDARD DETAIL OR PROJECT

PLANS.

CONCRETE VERTICAL CURB 7. FOR REVEALS OF 6" [152mm] TO LESS THAN 8" [203mm].

8. FOR REVEALS OF 8" [203mm] TO 10" [254mm].

CONCRETE CURB AND TERMINAL SECTION

NTS

1:4 CURB

6" [152mm

ROADWAY &

PAVEMENT

WIDTH

2" [51mm] R.

H=DESIGN REVEAL

9 1/2"

[241 mm]

NOTE 7

10" [254mm]

NOTE 8

in o Department of

Veterans Affairs

DETAIL TITLE / CONCRETE CURB AND TERMINAL SECTION

DATE ISSUED: DECEMBER 2008 CAD DETAIL NO.: SI:1320523-17.DM

,0 0

0.625" [16mm]

24.625" [625rnm]

1.26" 1.67" 1.67" [32mm] [42mm] [42mm]

90 POINTS

0.20" 0.20" „ 0.45" / 0-45' 0.045" [lmm] [5rnm] t

[51mm] [11mmi [11mm] HIGH

0.1875" [5mm]

E 03

SECTION A—A

0.625-0 HOLE THROUGH EMBEDMENT

FLANGES (3 PER FLANGE) AS

SHOWN ON REFLECTED PLAN

INTERNAL EMBEDMENT FLANGE

0 3' [76MM] C/C (SEE

PLAN FOR ORIENTATION)

[5mm]

[79mm] 3.125'

0.1875'14 [5mm)

INTERNAL EMBEDMENT FLANGE

0 3' [76mm] C/C (SEE PLAN

FOR ORIENTATION)

SECTION B-11

0.625' [16mm]. HOLE

EMBEDMENT FLANGES

AS SHOWN IN PLAN

1 3- [76mm]

T TILE FILLED WITH

STRUCTURAL POLYMER

CONCRETE

3.125" [79mm]

DETECTABLE WARNING NOTES.

THE DETECTABLE WARNING STRIP MUST COVER

THE ENTIRE WIDTH OF THE RAMP OPENING.

EXCLUDING THE WINGS. ALL DOMES MUST BE

ALIGNED IN THE DIRECTION OF TRAVEL ONE

CORNER OF THE LEADING EDGE OF THE

DETECTABLE WARNING MAY BE MORE THAN 5

FEET FROM THE BACK OF THE CURB. WHEN

LOCATED ALONG A CURB RETURN. THE LEADING

EDGE OF THE DETECTABLE WARNING MAY BE

DEIFNED BY THE CHORD DRAWN BETWEEN THE

LEADING EDGES OF THE RAMP OPENING.

1.26" 1.67" [32mm]

0.40" [10mm]

0.1875'

NOTE:

FIELD LEVEL DOME

COVERAGE = 41 POINTS

PER SQUARE INCH

• E 1.26' E [32mm]

SEE

DETAIL'.

RIGHT

[42mm] SPACING C/C 1 [32mm]

.... 417. Ao ...ST. i... .'.. ,e. ,.. ... ..., c.i t. se"r•Oc•0 040.4r0.1 1,400.6,*040.1•40 ,s0'!.• ',Ittoali•J'ii...":,,, ,a104.4, eti.010.1fittit.l'iri!'....)•-• a , ,.• al .c., 4 gi," ? i i 0 ' g el. '''. • 0 .10

C. ''s 4.." '''s it' 'i, lit IP' 0 1 r t? ' do 0 •4# '..0faria ,4, 4..!'•0',05, 40";#4.

B ereal ,seff0'4, 0 ,s0Cot B 1....Loe 'i•Of sOf•O•ir11 i 0 reLS,,, 2.. it 's al's 0 fo li, [625rnm)

14 DOMES 0 1.67'

A

24.625"

1.26"

0( o oc o co co b-

(9, A OCIO

0Q0 E O 0 0 0

0 C 0

ro. E .OE ai

E

C•4 1.238' „ cc?

[31mm]

OC

OC

OI 0

C

C

24.625

O.0625!%

PLAN — ALE

[625mm]

7 FLANGES 0 3"

E [79mm] Plknnq SPACING Cid'

BEFLECTED PLAN — TILE

1.26" [79mm]

) 0 0.625116mm]0 o ) 0

HOLE THROUGH

0 EMBEDMENT FLANGES

0 ) 0 (3 PER FLANGE)

0)0 0 ).0 0 ) 0

0 ) 0 ,—INTERNAL

0 )o f EMBEDMENT

0 ) 0 FLANGE 7

000 PER TILE

0 )Q 0 )

0.18750x0.0625' DEEP (5mmoxlmm]

DOME UNDERSIDE

OF TILE

0 0 0 0 0 0 0 0 0 0000 0000 000 000

9:•9

O 0000 00 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 O 0000

0 0 0 r‘ C

.12EIAIL

cs▪ a co

C

(0 C 0 (0 (0

CO

C

CO

CO

C (0

TRUNCATED DOME TACTILE - WARNING STRIP

NTS

0 0 0 0 0 0 0 0

C)C) C) C) '

SC

A

LE

N O

N E

D A T

E

IS

SU

E

D

DE

CE

M

BE

R