531-325 - Drawings-03-C2.pdf

STORM DRAIN PROFILE

1" = 10'

CG510

FINISH GRADE

6" LANDSCAPE

DRAIN POC

SEE SHEET CG500

IE = 2721.64

S D

M H

S

TA

N D

A R D

C O

N C R

ET

E C A

TC

H M

A N

H O

LE

R

IM

.2

8"

I E

IN

.5

(N

8" I

E O

U T=

.5

(S

S D

M H

S

TA

N D

A R D

C O

N C R

ET

E C A

TC

H M

A N

H O

LE

R

IM

.8

8"

I E

IN

.1

(N

8" I

E O

U T=

.1

(S W

1, G

A

LL

O N

S

ED

IM

EN

TA

TI

O N

T A N

K R

IM

.6

IE

.4

(8

IN

E)

IE

.0

(8

IN

N

IE

.1

(1 0"

O U

T, W x x

S

EE

PA

G

E B

ED

IE

.9

(1 0"

I N

S E)

C G

1 LF 8" SD @ 1.00%

52 LF 8" SD @ 1.00% 37 LF 8" SD @ 1.00% 68 LF 8" SD @ 1.00%

S D

C O

R

IM

.7

8"

I E

IN

.7

(E

8" I

E O

U T=

.7

(S

S D

C O

R

IM

.7

8"

I E

IN

.2

(N

8" I

E O

U T=

.2

(W

R O

O F

LE

A D

ER

P

O C

S

EE

P

LU

M B

IN

G F

O R

C O

N

TI

N U

A

TI

O N

8" I

E O

U T=

.2

(S

21 LF 8" SD @ 1.00%

EXISTING

GRADE

8" SD

SEE PROFILE 2

C G

C G

C G

C G

C G

15 LF 10" SD @ 1.00%

7 LF 10" SD @ 1.00%

S D

C O

R

IM

.5

IE

I N

.9

(N

E)

IE

O U

T=

.9

(N

W

C G

S D

M H

S

TA

N D

A R D

C O

N C R

ET

E C A

TC

H M

A N

H O

LE

R

IM

.6

8"

I E

IN

.1

(N E)

8" I

E O

U T=

.1

(S E)

1, G

A

LL

O N

S

ED

IM

EN

TA

TI

O N

T A N

K

110 LF 8" SD @ 1.00%

EXISTING

GRADE

STORM DRAIN PROFILE

1" = 10'

CG510

8" S

D F

R O

M C

A

TC

H B

A S

IN

IE

.8

FINISH

GRADE

C G

R

Call 811 two business days before you dig

1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE

MEDICAL CENTER DIRECTOR

07/23/2021 DC/CM

Revisions: Date:

JCG

P-17032

G F

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CG510

1 inch = 10 ft. HORZ

5' 10' 20'

1 inch = 10 ft. VERT

5' 10' 20'

S A M

E S

TR

U C

TU

R E

STORM DRAINAGE PROFILES

GRAVEL BACKFILL

FOR DRAINS 6" MIN

ALL SIDES

CHOKER COURSE

PERFORATED UNDERDRAIN

6" PIPE

IE PER PLAN

2.0'

2"

0.

7'

PLAN INVERT

ELEVATION

45° BEND

PLUG

DRAIN PIPE PER PLAN

THREADED CLEAN-OUT,

SIZE PER PLAN

PIPE BEDDING- TYPE 1 BEDDING

IN ACCORDANCE WITH SECTION

305 OF ISPWC

NOTE:

ADD CLEANOUT TO SURFACE

AT BEGINNING OF PIPE RUN.

0.

2'

A B O

V E

G R A D

E (T

YP

CONCRETE

SIDEWALK

WHERE SHOWN ON

PLANS

SURFACE

TREATMENT AS PER

LANDSCAPE PLANS

STORM DRAIN CLEANOUT

NTS

CG520

LANDSCAPE DRAIN

NTS

CG520

1,000 GALLON SEDIMENTATION TANK

NTS

CG520

PLAN VIEW

SIDE VIEW SECTION

96" OD

O D

1 4"

96"

4"181

4" 591 2"

90" ID

ID

27" 3"

20" 3"

37"

20"

SPACING

LARKEN

MFG NAME AND CAPACITY

MARKED ON LID

2' DIA CLEAR

ACCESS (2X)

WATERLINE

SAND

TRAP

INLETOUTLET

20"

3"

27"

60"

FLOW

90" ID

1 2"

6"

3"

" 30

8"

3 4"

1 2"

INLET INVERT SHOULD

BE 0.1' ABOVE OUTLET

PARTITION INVERT

PROFILE VIEW

4.

0'

TANK RIM=2725.62 TANK RIM=2725.62

TANK LID=2722.47

8" IE IN (N) =2720.07

INSTALL 10"

PERFORATED PE

TANK IE=2716.80

10" IE OUT (W) =2719.12

TOP BAFFLE=2719.97

TOP BED=2720.23

BOTTOM OF BED=

2716.23

BOTTOM OF SAND=

2714.73

ASTM C-33 SAND

2" WASHED DRAIN ROCK

1.

5'

10' NON-PERFORATED

10" PE

EXCAVATION FOR SEEPAGE PIT MUST

EXTEND AT LEAST ONE FOOT INTO

FREE DRAINING ACTIVE MATERIALS

PIPE IE=2718.90

INSTALL 4 OZ / SY FILTER

FABRIC ON TOP OF AND

AROUND SIDES OF DRAIN ROCK

8" IE IN (E) =2720.46

OUTLET

INVERT

SHOULD BE

BELOW

PARTITION

INVERT

10" SDCO BETWEEN SEDIMENTATION TANK AND SEEPAGE BED

SHOWN CONCEPTUALLY

SEE SHEET CG500 FOR PLAN VIEW AND SHEET CG610 FOR

PROFILE VIEW

50'

4.

4'

1.

5'

5' M

IN

6"

MAINTAIN 6" OF

DRAIN ROCK

OVER TOP OF

PERF PIPE10-INCH PE

PERFORATED

PIPE

DRAINAGE PIT IS WASHED 2"

DRAIN ROCK. WRAP ENTIRE

PIT EXCEPT BOTTOM IN

MINIMUM 4 0Z/SQ YD

NON-WOVEN FILTER FABRIC

ASTM C-33 SAND

WATER TABLE

ELEVATION

SEEPAGE PIT

NTS

CG520

R

Call 811 two business days before you dig

1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE

MEDICAL CENTER DIRECTOR

07/23/2021 DC/CM

Revisions: Date:

JCG

P-17032

G F

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C NS

CG520

STORM DRAINAGE DETAILS

GROUNDWATER OBSERVATION WELL

NTS

CG521

STANDARD CONCRETE CATCH MANHOLE

NTS

CG521

CATCH BASIN TYPE 3

NTS

CG521

NOTES:

1. A 24-INCH CONCRETE COLLAR (FOR TRAFFIC AREAS) IS

REQUIRED FOR THE GROUNDWATER OBSERVATION WELL.

NOTES:

1.) THE REQUIRED STRUCTURE IS A TYPE 3 CATCH

BASIN WITH THE 1-FT SUMP AS SHOWN.

2.) SEE SHEET CP600 FOR INFORMATION ABOUT

THE PAVEMENT SURFACE.

R

Call 811 two business days before you dig

1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE

MEDICAL CENTER DIRECTOR

07/23/2021 DC/CM

Revisions: Date:

JCG

P-17032

G F

I LA NS

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E E

ORP R

O

E

S N

NI

N

M

A A

F.

R

IT CH

S E

FO

S

OTATE ADI

H

E DELI

C NS

CG521

STORM DRAINAGE DETAILS

FFE=2725.85

2725.85

2725.71 2725.71

1.

2725.62 2725.62

2725.85

FFE=2725.85

2725.74

2725.85

2725.74

2725.65 2725.65

2725.85

1.

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

M

N O

RTH

VA H

O

SPITAL LO

O

P RO

AD

FFE=2725.85

ANTI-RAM SECURITY

BOLLARD (TYP)

SEE SHEET CP600.

CONCRETE SPREAD

FOOTING (TYP)

SEE SHEET CP600.

1.

B1

B2

B3 B5 B7

B10 B4 B6 B8

B9

2.35%

6.64% 2725.85

2725.85

2725.85

2725.85 2725.85

2725.85

2725.25 2725.25 2725.25

2725.55

2725.90

2725.65

2725.85

2725.82

2725.65

2725.85

2724.09

2724.00

TC 2724.62

BC 2725.25

TC 2725.75

2725.55

TC 2725.75

BC 2725.25

TC 2725.75

BC 2725.25

TC 2725.75

BC 2725.25

TC 2725.75

BC 2725.25

TC 2725.75

TC 2725.75

BC 2725.25

BC 2725.25

BC 2724.92

TC 2725.42

BC 2724.12

TC 2724.62

BC 2724.12

2723.96 EX

2723.91 EX

BC 2724.12

TC 2724.62

2724.44

2724.41

2724.48

2724.50

2725.74

2725.65

2725.85

2725.73

2724.81 2724.91

2725.95

2725.85

2725.61

2725.52

FFE=2725.85

1.52%

1.50%

BOLLARD HORIZONTAL CONTROL

NO. STATION/OFFSET

B1 B2 B3 B4 B5 B6 B7 B8 B9 B10

STA. 11+45.67, 220.94' RT

STA. 11+43.03, 225.19' RT

STA. 11+59.01, 231.01' RT

STA. 11+63.99, 231.42' RT

STA. 11+68.99, 231.23' RT

STA. 11+73.92, 230.44' RT

STA. 11+78.73, 229.06' RT

STA. 11+83.34, 227.11' RT

STA. 11+87.67, 224.63' RT

STA. 11+91.68, 221.64' RT

R

Call 811 two business days before you dig

1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE

MEDICAL CENTER DIRECTOR

07/23/2021 DC/CM

Revisions: Date:

JCG

P-17032

G F

I LA NS

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O

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A A

F.

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C NS

CG530

GRADING ENLARGEMENT

SCALE: 1" = 5'

CG530

GRADING ENLARGEMENT

SCALE: 1" = 5'

CG530

GRADING ENLARGEMENT

SCALE: 1" = 5'

CG530

GRADING ENLARGEMENTS

NORTHNORTH

NORTH

BM

BM

BM

BM

T

T

TT

T

T

T

GRASS AREA

RAMP

G R

AS

S

AR

EA

PA

R

KI

N

G

G R

AS

S

AR

EA

AS

PH

AL

T

ASPHALT

9.5

N O

RTH

VA H

O

SPITAL LO

O

P RO

AD

9+00

10+00

11+00

12+00

13+00

14+00

15+00

C1

C2 C3 C4

C5

C8

S35°24'16"E 19.78'

C9

C10

C6

25.0

25.0

1 VAN ACCESSIBLE

ADA STALL @ 11' BY 18'

9 STANDARD ACCESSIBLE ADA STALLS @ 8' BY 18'

6.0

6.0

24.0'

6.

0'

6.

0'

6.

0'

6.0'

24.0'

6.0

CP610

CP610

CP610

CP610

CP610

CP610

STA. 10+91.97, 42.59' RT

STA. 12+72.34, 173.61' RT

STA. 12+80.95, 210.53' RT

STA. 12+94.49, 225.73' RT

STA. 11+37.42, 302.71' RT

MATCH EXISTING CURB

STA. 10+90.71, 216.72' RT

BEGIN ADA RAMP.

MATCH EXISTING GRADES

STA. 11+40.19, 243.27' RT

STA. 11+45.48, 262.57' RT

STA. 11+39.51, 293.26' RT

STA. 11+23.33, 268.59' RT

MATCH EXISTING CURB

STA. 11+02.50, 216.64' RT

STA. 10+85.66, 197.83' RT STA. 12+31.71, 171.80' RT

STA. 14+52.24, 1.07' LT

MATCH EX SIDEWALK

STA. 12+31.81, 1.24' LT

MATCH EX SIDEWALK

STA. 10+92.05, 0.52' LT

MATCH EX SIDEWALK

STA. 12+31.71, 48.63' RT

25 FT SETBACK FOR

PHYSICAL SECURITY

VEHICULAR ASPHALT

PAVEMENT

CONCRETE SIDEWALK

COMBINATION

CURB-WHEEL

STOP (TYP)

CONCRETE

CURB

PAVEMENT JOINTING (TYP)

CONCRETE SPREAD

FOOTING (TYP)

APPROXIMATE

LIMITS OF WORK

ANTI-RAM SECURITY

BOLLARD (TYP)

SEE NOTE 4

VEHICULAR CONCRETE

PAVEMENT

PROPOSED TREE PER

LANDSCAPE (TYP)

REPLACE AND MATCH

EX PAVEMENT SURFACE

Curve Table

Curve #

C1

C2

C3

C4

C5

C6

C8

C9

C10

Length

15.29'

12.68'

18.28'

3.75'

41.07'

7.87'

14.65'

7.79'

11.69'

Radius

14.00

8.50

8.50

14.00

54.00

4.00

18.06

24.00

36.00

Delta

62.58°

85.49°

123.21°

15.36°

43.58°

112.67°

46.49°

18.61°

18.61°

PC STATION/OFFSET 1/2 PC STATION/OFFSET PT STATION/OFFSET

STA. 11+30.02, 210.70' RT

STA. 11+42.43, 218.27' RT STA. 11+57.37, 217.97' RT

STA. 11+68.67, 217.97' RT

STA. 11+83.62, 218.32' RT

STA. 12+21.97, 198.04' RT

STA. 12+37.43, 186.39' RT STA. 12+44.00, 189.47' RT

STA. 14+45.96, 18.56' RT STA. 14+52.19, 5.74' RT

STA. 11+38.16, 265.67' RT STA. 11+45.29, 262.61' RTSTA. 11+41.60, 263.85' RT

STA. 14+50.39, 12.79' RT

STA. 12+39.74, 190.02' RT

STA. 12+02.22, 203.16' RTSTA. 11+85.77, 215.26' RT

STA. 11+84.59, 216.71' RT

STA. 11+37.28, 212.75' RT

STA. 11+49.99, 222.57' RT

STA. 11+76.04, 222.60' RT

STA. 11+42.43, 218.27' RT

STA. 11+83.62, 218.32' RT

STA. 11+85.77, 215.26' RT

STA. 11+46.08, 289.08' RT STA. 11+51.24, 286.35' RT STA. 11+56.78, 284.49' RT

R

Call 811 two business days before you dig

1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE

MEDICAL CENTER DIRECTOR

07/23/2021 DC/CM

Revisions: Date:

JCG

P-17032

G F

I LA NS

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E E

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O

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S N

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1. SEE DETAIL 3 ON SHEET CP610 FOR INFORMATION

REGARDING ACCESSIBILITY SIGNS AND PAINT STRIPING

FOR THE VA PARKING LOT LAYOUT.

2. SEE LANDSCAPE PLANS FOR SITE FURNISHINGS.

3. ALL STATIONS, OFFSETS, AND DIMENSIONS ARE MEASURED

TO BOTTOM OF CURB, OR EDGE OF PAVEMENT UNLESS

OTHERWISE NOTED.

4. THE FRONT ROW OF BOLLARDS MUST BE SET AT LEAST 10 FT

AWAY FROM THE BUILDING ENTRANCE. SPACING BETWEEN

THE FRONT BOLLARDS MUST BE SUCH THAT THE OPENING

BETWEEN BOLLARDS IS NO GREATER THAN 4 FT.

1 inch = 20 feet

10 20 40

PAVING AND HORIZONTAL CONTROL NOTES

LEGEND

APPROXIMATE LIMITS OF WORK

CONCRETE CURB

COMBINATION CURB

WHEEL STOP

ANTI-RAM SECURITY

BOLLARD

VEHICULAR ASPHALT

PAVEMENT

VEHICULAR CONCRETE

PAVEMENT

CONCRETE SIDEWALK

PAVEMENT JOINTING

CP600

PAVING AND HORIZONTAL

CONTROL PLAN

NORTH

3"

4"

6"

ASPHALTIC CONCRETE

CRUSHED AGGREGATE

BASE

STRUCTURAL SUBBASECOMPACTED SUBGRADE

CONC FILLED PIPE

BOLLARD

CONT CONC SPREAD

FOOTING

NOTES:

1. INSTALL MANUFACTURED AND TESTED ANTI-RAM PIPE BOLLARD

ARRAY MEETING ASTM F3016-19 S30 P2 OR ASTM F2656 PU40

P1, FOUNDATION DIMENSIONS AND REINF. SHALL BE AS

INDICATED IN MFR'S DRAWINGS AND ADAPTED TO PROJECT

SPECIFIC SITE CONDITIONS SUCH THAT IMPACT RATING IS

MAINTAINED.

2. SEE DETAIL 2 ON SHEET CP610 FOR PAVEMENT THICKNESS.

3. BOLLARD FINISH SHALL COMPRISE SU-BX603 FABRICATED

ALUMINUM WITH A STANDARD POWDER COAT.

4. SECURITY BOLLARDS ARE A CONTRACTOR DESIGNED,

PERFORMANCE BASED SYSTEM. REFER TO SPECIFICATION

347113 FOR DIRECTION.

VEHICULAR ASPHALT PAVEMENT

SCALE: 1" = 1'

CP610

CONCRETE SIDEWALK

NOT TO SCALE

CP610

PARKING STALL LAYOUT

SCALE: 1" = 10'

CP610

COMBINATION CURB-WHEEL STOP

NOT TO SCALE

CP610

CONCRETE CURB AND TERMINAL

NOT TO SCALE

CP610

ANTI-RAM SECURITY BOLLARD

NOT TO SCALE

CP610

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' OR AT A

SPACING THAT MATCHES THE ADJACENT CURB.

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

5. SCORED JOINTS SHALL BE 1/4" 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 (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.

1" SCORED OR SAWCUT

CONTRACTION JOINT.

TOP OF CURB

1/4" DEEP

SCORED JOINTS

1/2" R. (TYP.)

FORMED JOINTS

ONLY

CLASS "B"

CONCRETE

EXPANSION JOINT WITH

1/2" BITUMINOUS JOINT

FILLER

EXPANSION AND SCORED JOINT DETAIL

3/

4"

TY

P)

60' MAX.

EXPANSION JOINT TO EXPANSION JOINT

60' MAX.

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP) PL

A N

S

PE

R P

ER

PL

A N

S

PLAN

2" R.

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'.

3. 1/2" THICK EXPANSION JOINTS SHALL BE LOCATED AT

TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND

AT A MAXIMUM OF 60' INTERVALS. EXPANSION MATERIAL

SHALL ALSO BE PLACED BETWEEN CURBS AND ADJACENT

STRUCTURES, SIDEWALKS, DRIVEWAYS AND CURB ACCESS

RAMPS. THE 1/2" 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.

5. 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" RADIUS UNLESS A

LARGER RADIUS IS INDICATED BY THE APPLICABLE

STANDARD DETAIL OR PROJECT PLANS.

6 TO 1

TOP OF

CURB

1/2" BITUMINOUS JOINT FILLER

3/4" R.

ROADWAY &

PAVEMENT

WIDTH

CONCRETE VERTICAL CURB

9 1/2"

6"

6"

1:4 CURB

BATTER

CONCRETE CURB TERMINAL SECTION

PAVEMENT

SURFACE

DESIGN END OF CURBSIDEWALK

PLAN

LC

SECTION A SECTION B

LC

8'

5'

6'

B A A

4'

5' 1'

3'

TOP OF

CURB

GUTTER

6"

PAVEMENT

WALK FLUSH

WITH CURB

1/2" EXPANSION JOINT

B

A

TOP OF

CURB

5'

C U

R B

G U

TT

ER

LC

1'

CROSS SLOPE OF

GUTTER SAME AS

PAVEMENT

2' MODIFIED

CURB &

GUTTER

6"

6"

6"

CONCRETE PAVING.

SEE NOTE 1

CRUSHED AGGREGATE

BASE

STRUCTURAL SUBBASECOMPACTED SUBGRADE

VEHICULAR CONCRETE PAVEMENT

SCALE: 1" = 1'

CP610

6"

NOTES:

1. MATCH EXISTING PAVEMENT THICKNESS IF GREATER

4" PAINTED

PARKING

STALL LINES

11.0' 8.0'5.0' 5.0' 8.0' 5.0' 8.0'

4" PAINTED

DIAGONAL

STALL LINES

.0

VAN

ACCESSIBLE

ADA STALL

STANDARD

ACCESSIBLE

ADA STALL

3.0' 5.0' 8.0' 8.0'

R

Call 811 two business days before you dig

1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118 RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE

MEDICAL CENTER DIRECTOR

07/23/2021 DC/CM

Revisions: Date:

JCG

P-17032

G F

I LA NS

E

E E

ORP R

O

E

S N

NI

N

M

A A

F.

R

IT CH

S E

FO

S

OTATE ADI

H

E DELI

C NS

CP610

PAVING DETAILS

PAINTED PEDESTRIAN

WALKWAY