02 - SIDEWALK AND CONCRETE DETAILS MEDVAMC BID DOCS Civil Drawings.pdf

PAVING DETAILS

CS-200

37SCALE: NTS

SCALE: NTS 9VA CONCRETE CURB & TERMINAL DETAIL

VA CONCRETE SIDEWALK DETAIL 5

BID DOCUMENTS

NEW ADMINISTRATION BUILDING

ALL ESS

HOUSTON, TX 77030

2002 HOLCOMBE BOULEVARD,

Revision # Date

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBERPROJECT LOCATION

CHECKED DRAWN

APPROVED: CHIEF ENGINEER

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th s i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

1 2 3 4 5 6 7 8 9

A

VA FORM 08-6231

Management and Facilities

Construction

Office of

Dwg.

CONSULTANTS

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF ENGINEER

1 2 3 4 5 6 7 8 9

B

C

D

E

F

A

B

C

D

E

F

SHEET TITLE

STRUCTURAL / CIVIL ENGINEER

(713) 864-2900

HOUSTON, TX 77008

1225 N. LOOP WEST, SUITE 800

H2B, INC.

TX ENGR REGISTRATION NO. F-17591

TX ARCH REGISTRATION NO. BR 2171

580-CSI-110

of 956-27-17

FIRE PROTECTION / TELECOM ENGINEER

ARCHITECT & M.E.P. ENGINEER

713.864.2900

HOUSTON, TX 77008

1225 N Loop W, Suite 800

Texas Fir Registration No. 8856

H2B, INC.

(512) 472-6721

AUSTIN, TX 78701

400 W. CESAR CHAVEZ STREET, SUITE 500

PAGE

6/27/2017

PAVEMENT JOINT DETAILS

SCALE: NTS

SECTION - JOINT PLATE

PLAN - JOINT PLATE

R = RADIUS

T = THICKNESS

SMOOTH BAR

DISTANCE OF 15-FEET.

TO BE SPACED AT A MAXIMUM

3. CONSTRUCTION OR CONTROL JOINTS

SHALL HAVE AN EXPANSION JOINT.

OF 60-FEET. TIE-IN AT EXISTING

AND SPACED AT A MAXIMUM DISTANCE

AT THE END OF EACH CURB RADIUS

2. EXPANSION JOINT TO BE PLACED

BE SPACED ON 12-INCH CENTERS.

REINFORCING BARS. UNITS TO

SPECIFICATIONS FOR CONCRETE

1. STEEL TO MEET ASTM STANDARD

NOTES:

3/4

1/2

DOWEL SIZES AND SPACINGS

(IN)

DIAMETER

(IN)

LENGTH

(IN)

SPACING

(IN)

THICKNESS

PAVEMENT

DOWEL TYPE EXPANSION JOINT

CONTROL JOINT

CONSTRUCTION JOINT

2"

1"1"

2"

PLUS ˆ"

DOWEL DIA

‚" DIA

T

T

T

‚"R

NAIL

PLASTIC TUBE

26 GAUGE

JOINT PLATE

PRE-MANUFACTURED

JOINT FILLER

ƒ" BOARD EXPANSION

JOINT SEAL

DOWEL BAR (SEE TABLE)

SEAL

JOINT

JOINT

CONST

LAP

18"

SCALE: 1" = 1'

#4 L BARS

SPACE AT 10" CENTERS

OF 10' OR LESS,

CENTERS. FOR RADII

L BARS AT 15"

* TYPICALLY SPACE

(GRADE 60)

#4 BARS @ 12" OCEW

SUBGRADE

@ 15" C-C

#4 L BARS

2"R

FACE OF CURB

CONST JOINT

PERMISSIBLE

#4 BARS

CONTINUOUS

T

T

R = RADIUS

T = THICKNESS

AT 28 DAYS

3500 PSI MIN

(MEDIUM DUTY)

6" CONC PVMT

10"

6"

6"

1"

3"

CONC PVMT w/ 6" CURB DETAIL

1. SEE PLANS FOR PAVEMENT THICKNESS.

PAVEMENT NOTES:

STABILIZE UPPER 6" OF SUBGRADE.

2. PROOF ROLL & REMOVE SOFT SPOTS. SHAPE SCARIFY, AND

CONTENT. REFERENCE GEOTECH REPORT.

(PER ASTM D-698) AND WITHIN ±2% OF THE OPTIMUM MOISTURE

COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY

IN LOOSE LIFTS NOT EXCEEDING 8" AND SHOULD BE UNIFORMLY

1. THE PAVEMENT SUBGRADE SHOULD BE LIME STABILIZED, PLACED

SUBGRADE NOTES:

SIDEWALK JOINT DETAILS

R = RADIUS

T = THICKNESS

SMOOTH BAR

PLAN - JOINT PLATE

SECTION - JOINT PLATE

CONTROL JOINTS SHALL BE 5-FEET.

OF 36-FEET. MAXIMUM SPACING FOR

AND SPACED AT A MAXIMUM DISTANCE

AT THE END OF EACH CURB RADIUS

2. EXPANSION JOINT TO BE PLACED

REINFORCING BARS.

SPECIFICATIONS FOR CONCRETE

1. STEEL TO MEET ASTM STANDARD

NOTES:

EXIST EXIST

SCALE: NTS

DOWEL TYPE EXPANSION JOINT

S/W TO S/W

CONNECTION

S/W TO DRIVEWAY

CONNECTION

CONTROL JOINT

MATCH D/W THICKNESS.

** SAWCUT 2-INCH MINIMUM.

IN EXIST CONC WITH EPOXY.

* #4 DEFORMED BAR EMBEDDED

NAIL

‚"R

JOINT PLATE

PRE-MANUFACTURED

PLASTIC TUBE

26 GAUGE

T

T

T

JOINT FILLER

ƒ" BOARD EXPANSION

@ 12" C-C, CENTERED ON JOINT

18" LONG, •" DIA DOWEL BAR

" 2

2"

PLUS ˆ"

DOWEL DIA

‚" DIA

2"

1" 1"

6" 6"

12" 12"

PROP PROP

SCALE: NTS

HANDICAP PARKING SIGN DETAIL

RESERVED

PARKING

VAN

ACCESSIBLE

PARKING SURFACE

CURB

WALK

WITH APPROVAL OF OWNER.

BUILDING, FENCE, etc.)

STRUCTURE FACADE (i.e.

MAY BE MOUNTED ON A

2. ALTERNATIVELY, SIGN

PER 4.4.2.

4" OR MORE FROM POLE,

ROUTE AND PROJECTS

ALONG AN ACCESSIBLE

IF SIGN IS LOCATED

SURFACE OF THE WALK

MINIMUM ABOVE THE

1. SIGN SHALL BE 80"

NOTES:

S

E

N O

T

M I

N

I

N

SCALE: NTS

SIDEWALK OFFSET FROM CURB

SIDEWALK ADJACENT TO CURB

PARALLEL CURB RAMP DETAIL

RAMP

R

UN

SIDEWALK OFFSET

** SEE PLANS FOR

SIDEWALK WIDTH

* SEE PLANS FOR

SIDEWALK WIDTH

* SEE PLANS FOR

RAMP

R

UN

LANDING, OR TRANSITION TO STREET OR DRIVEWAY.

3. CROSS SLOPE NOT TO EXCEED 2% ON ANY PORTION OF RAMP,

ARE ENCOURAGED.

2. SLOPE VALUES SHOWN ARE MAXIMUM ALLOWABLE. FLATTER SLOPES

OTHERWISE ON THE PLANS.

1. DIMENSION AND SLOPE VALUES SHOWN ARE TYPICAL, UNLESS NOTED

NOTES:

A X

A X

SCALE: 1" = 1'

COMPACTION.

3. MOISTURE CONTENT TO BE -1% TO +3% OF OPTIMUM AT TIME OF

PER ASTM D 898.

2. COMPACT SUBGRADE SOIL TO 95% OF STANDARD PROCTOR DENSITY

STABILIZE UPPER 6" OF SUBGRADE.

1. PROOF ROLL & REMOVE SOFT SPOTS. SHAPE SCARIFY, AND

SUBGRADE NOTES:

SURFACE

2" HMAC

6" STABILIZED SUBGRADE

2" ASPHALT PAVEMENT DETAIL

FLEXIBLE BASE

8" CRUSHED CONCRETE

SCALE: 1" = 1'

MONOLITHIC CURB DETAIL

3"R

1"R

CURB

FACE OF

INTO BASE

SPACED 5' C-C TO EXTEND 21"

w/ 6"-90° BENDS AT EACH END, #4 DEFORMED BARS 4'-6" LONG

BARS 10" LAPS

#4 DEFORMED

BARS 10" LAPS

#4 DEFORMED

SURFACE

ASPHALT

BASE MATERIAL

BARS 10" LAPS

#4 DEFORMED

SUBGRADE

STABILIZED

6"

12" ƒ

18"