529 14 102 Final Bid Submission ConstructionPlans 5 of 6.pdf

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Y1LB--529-14-102 Repave Hospital Roads
Solicitation number
36C24421R0079
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EXHIBIT B Subcontractor Information and Consent Form.docx DOCX document
529 14 102 Final Bid Submission ConstructionPlans 4 of 6.pdf PDF
EXHIBIT E Past Performance Questionnaire.docx DOCX document
EXHIBIT C Calculation of Self Performed Work.docx DOCX document
EXHIBIT A Past Performance Relevancy Questionnaire.docx DOCX document
529 14 102 Final Bid Submission ConstructionPlans 6 of 6.pdf PDF
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529 14 102 Final Bid Submission ConstructionPlans 1 of 6.pdf PDF
529 14 102 Final Bid Submission ConstructionPlans 2 of 6.pdf PDF
529 14 102 Final Bid Submission Specifications.pdf PDF
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X

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2 20

5A

TLC

FIRST STREET

HOSPITAL ROAD

SECOND STREET

HOSPITAL ROAD

NEW CASTLE ROAD (SR. 0356)

B STREET

B STREET

B

ST

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AL

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D

A

ST

RE

ET

SECOND STREET

SECOND STREET

FIRST STREET

B

ST

RE

ET

FIRST STREET

HOSPITAL ROAD

HO

SP

IT

AL

R

OA

D

CORE 1

CORE 2

CORE 3

CORE 4

CORE 5

CORE 6

CORE 7

CORE 8

CORE 9CORE 10

CORE 11

CORE 12

CORE 13

CORE 15

CORE 16

CORE 17

CORE 18

C

HO

SP

IT

AL

R

OA

D

B STREET

CORE 14

CORE 15

CORE 1

(TOTAL DEPTH=14.2")

N.T.S.

1.7" WEARING

5.9" STONE

1.5" WEARING

12.0" STONE

1.7" WEARING

3.1" BASE

2.3" WEARING

13.2" STONE

1.4" WEARING

4.8" BASE

11.2" STONE

2.4" WEARING

3.0" BINDER

1.3" WEARING

3.2" BINDER

1.6" WEARING

3.2" BINDER

1.4" WEARING

6.4" STONE

1.5" WEARING

3.4" BASE

2.5" WEARING

4.0" BASE

1.5" WEARING

3.5" BASE

12.1" STONE

2.4" WEARING

2.2" BASE

19.1" STONE

2.3" WEARING

1.0" BASE

2.0" WEARING

4.3" BINDER

11.4" STONE

2.3" WEARING

2.4" BASE

6.0" STONE

2.6" WEARING

6.0" STONE

1.8" WEARING

5.9" STONE

1.2" WEARING

5.4" STONE

1.4" WEARING

1.2" BASE

1.9" WEARING

CORE 2

(TOTAL DEPTH=17.8")

N.T.S.

CORE 3

(TOTAL DEPTH=12.0")

N.T.S.

CORE 4

(TOTAL DEPTH=18.6")

N.T.S.

CORE 5

(TOTAL DEPTH=17.4")

N.T.S.

CORE 6

(TOTAL DEPTH=12.1")

N.T.S.

CORE 7

(TOTAL DEPTH=12.6")

N.T.S.

CORE 8

(TOTAL DEPTH=9.3")

N.T.S.

CORE 9

(TOTAL DEPTH=11.2")

N.T.S.

CORE 10

(TOTAL DEPTH=17.1")

N.T.S.

CORE 11

(TOTAL DEPTH=23.7")

N.T.S.

CORE 12

(TOTAL DEPTH=17.1")

N.T.S.

CORE 13

(TOTAL DEPTH=17.7")

N.T.S.

CORE 14

(TOTAL DEPTH=12.9")

N.T.S.

CORE 15

(TOTAL DEPTH=12.4")

N.T.S.

CORE 16

(TOTAL DEPTH=12.0")

N.T.S.

CORE 17

(TOTAL DEPTH=12.6")

N.T.S.

CORE 18

(TOTAL DEPTH=12.7")

N.T.S.

4.3" BASE

7.1" STONE

5.4" STONE

4.4" STONE

4.7" STONE

2.4" BINDER

1.8" WEARING

9.6" STONE

3.8" BASE 4.3" BASE

6.0" BASE

6.0" STONE

3.3" BINDER

2.2" WEARING

1.1" BASE

2.2" WEARING

2.2" STONE

SCALE: 1"=80'

160'80'0'

LEGEND

CORE SAMPLE LOCATION

Know what's below.

before you dig.Call

R

AutoCAD SHX Text Repave Hospital Roads

AutoCAD SHX Text Final Bid Submission

AutoCAD SHX Text

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MATCHLINE

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MATCHLINE

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

JEREMIE M. SCHADLER

AutoCAD SHX Text

PE# 075290

AutoCAD SHX Text 12/31/2019

AutoCAD SHX Text Peters

AutoCAD SHX Text Schadler

AutoCAD SHX Text Butler VA Medical Center

AutoCAD SHX Text Butler, PA

AutoCAD SHX Text

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BUTLER VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text 529-14-102

AutoCAD SHX Text

SITE SERIAL #20192822942

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PROFESSIONAL

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REGISTERED

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ENGINEER

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AutoCAD SHX Text M

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JEREMIE MICHAEL SCHADLER

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PE075290

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REVISED PER 30% DESIGN REVIEW

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REVISED PER 50% DESIGN REVIEW

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REVISED PER 95% DESIGN REVIEW

AutoCAD SHX Text

AutoCAD SHX Text 2/18/2020

AutoCAD SHX Text 4/24/2020

AutoCAD SHX Text 6/8/2020

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AutoCAD SHX Text Core Boring Plan

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CS154

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AutoCAD SHX Text

6" REVEAL

(TYP.)

12" TYPE 2 STONE

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

2.00%

3:1 (MAX)

[3.7m]

12'-0" TRAVEL LANE

VARIES

[3.7m]

3:1 (MAX)

3:1 (MAX)

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

HOSPITAL ROAD

STA. 12+50 TO STA. 18+50

N.T.S

MEET

EXISTING

MEET

EXISTING

6" REVEAL

(TYP.)

12" TYPE 2 STONE

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

2.00%

3:1 (MAX)

[3.7m]

VARIES

VARIES

(REFER TO PLANS)

3:1 (MAX)

3:1 (MAX)

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANSHOSPITAL ROAD

STA. 0+25 TO STA. 2+00

N.T.S

MEET

EXISTING

MEET

EXISTING

6" REVEAL

(TYP.)

12" TYPE 2 STONE

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

2.00%

3:1 (MAX)

[3.7m]

12'-0" TRAVEL LANE

2.00%

[3.7m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

HOSPITAL ROAD

STA. 2+50 TO STA. 12+50

N.T.S

MEET

EXISTING

CONCRETE FOR

CURBLOCK (TYP)

EXISTING

CONCRETE

CURB (TYP)

3:1 (MAX)

3:1 (MAX)

MEET

EXISTING

6'-0" SIDEWALK

[1.8m]

(REFER TO PLAN)

(REFER TO PLAN)

6" REVEAL

(TYP.)

12" TYPE 2 STONE

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

2.00%

3:1 (MAX)

[3.7m]

12'-0" TRAVEL LANE

[3.7m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

HOSPITAL ROAD

STA. 18+50 TO STA. 21+25

N.T.S

MEET

EXISTING

MEET

EXISTING

6'-0" SIDEWALK

[1.8m]

VARIES

(REFER TO PLAN)

3:1 (MAX)

3:1 (MAX)

6" REVEAL

(TYP.)

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

3:1 (MAX)

[3.7m]

12'-0" TRAVEL LANE

[3.7m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

HOSPITAL ROAD

STA. 21+25 TO STA. 27+50

N.T.S

MEET

EXISTING

MEET

EXISTING

6'-0" SIDEWALK

[1.8m]

2.00%

3:1 (MAX)

3:1 (MAX)

12" TYPE 2 STONE

6" REVEAL

(TYP.)

12" TYPE 2 STONE

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

2.00%

3:1 (MAX)

[3.7m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 4.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

HOSPITAL ROAD

STA. 27+50 TO STA. 29+50

N.T.S

MEET

EXISTING

MEET

EXISTING

6'-0" SIDEWALK

[1.8m]

VARIES

(REFER TO PLAN)

3:1 (MAX)

3:1 (MAX)

STA. 27+50 TO 28+00

VARIES

(REFER TO PLANS)

SCALE: 1"=30'

60'30'0'

Know what's below.

before you dig.Call

R

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REVISED PER 30% DESIGN REVIEW

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REVISED PER 50% DESIGN REVIEW

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REVISED PER 95% DESIGN REVIEW

AutoCAD SHX Text

AutoCAD SHX Text 2/18/2020

AutoCAD SHX Text 4/24/2020

AutoCAD SHX Text 6/8/2020

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AutoCAD SHX Text Typical Cross Section Plan 'A'

AutoCAD SHX Text

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AutoCAD SHX Text Repave Hospital Roads

AutoCAD SHX Text Final Bid Submission

AutoCAD SHX Text

AutoCAD SHX Text

CS155

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

JEREMIE M. SCHADLER

AutoCAD SHX Text

PE# 075290

AutoCAD SHX Text 12/31/2019

AutoCAD SHX Text Peters

AutoCAD SHX Text Schadler

AutoCAD SHX Text Butler VA Medical Center

AutoCAD SHX Text Butler, PA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BUTLER VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text 529-14-102

AutoCAD SHX Text

SITE SERIAL #20192822942

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

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ENGINEER

AutoCAD SHX Text C

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AutoCAD SHX Text M

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JEREMIE MICHAEL SCHADLER

PE075290

SA

W

CU

T

EXISTING PARKING AREA

PROFILE

GRADE LINE

14'-0" TRAVEL LANE

[4.3m]

14'-0" TRAVEL LANE

[4.3m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 4.0" DEPTH

HOSPITAL ROAD

STA. 29+50 TO STA. 32+50

N.T.S

2.00%

12" TYPE 2 STONE

EXISTING PARKING AREA

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

[3.7m]

12'-0" TRAVEL LANE

[3.7m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 4.0" DEPTH

HOSPITAL ROAD

STA. 36+50 TO STA. 39+00

N.T.S

2.00%

12" TYPE 2 STONE

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

MEET

EXISTING

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

MEET

EXISTING

6'-0" SIDEWALK

[1.8m]

3:1 (MAX)

3:1 (MAX)

6" REVEAL

(TYP.)

6" REVEAL

(TYP.)

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

3:1 (MAX)

[3.7m]

12'-0" TRAVEL LANE

[3.7m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 4.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

HOSPITAL ROAD

STA. 40+00 TO STA. 45+00

N.T.S

MEET

EXISTING

MEET

EXISTING

6'-0" SIDEWALK

[1.8m]

2.00%

3:1 (MAX)

3:1 (MAX)

12" TYPE 2 STONE

STA. 40+00 TO 42+80

PROFILE

GRADE LINE

14'-0" TRAVEL LANE

[4.3m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 4.0" DEPTH HOSPITAL ROAD

STA. 49+90 TO STA. 51+61

N.T.S

MEET

EXISTING

PAVEMENT

12'-0" TRAVEL LANE

[3.7m]

SA

W

CU

T

SA

W

CU

T

EXISTING PARKING AREA

(PARKING STALL LENGTH VARIES)

12" TYPE 2 STONE

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

[3.7m]

12'-0" TRAVEL LANE

[3.7m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 4.0" DEPTH

HOSPITAL ROAD

STA. 46+00 TO STA. 48+00

N.T.S

2.00%

12" TYPE 2 STONE

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

MEET

EXISTING

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

MEET

EXISTING

3:1 (MAX)

3:1 (MAX)

6" REVEAL

(TYP.)

VARIES

(REFER TO PLAN)

SCALE: 1"=30'

60'30'0'

Know what's below.

before you dig.Call

R

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REVISED PER 30% DESIGN REVIEW

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REVISED PER 50% DESIGN REVIEW

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REVISED PER 95% DESIGN REVIEW

AutoCAD SHX Text

AutoCAD SHX Text 2/18/2020

AutoCAD SHX Text 4/24/2020

AutoCAD SHX Text 6/8/2020

AutoCAD SHX Text

AutoCAD SHX Text Typical Cross Section Plan 'B'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Repave Hospital Roads

AutoCAD SHX Text Final Bid Submission

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CS156

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AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

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AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

JEREMIE M. SCHADLER

AutoCAD SHX Text

PE# 075290

AutoCAD SHX Text 12/31/2019

AutoCAD SHX Text Peters

AutoCAD SHX Text Schadler

AutoCAD SHX Text Butler VA Medical Center

AutoCAD SHX Text Butler, PA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BUTLER VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text 529-14-102

AutoCAD SHX Text

SITE SERIAL #20192822942

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PROFESSIONAL

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REGISTERED

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ENGINEER

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AutoCAD SHX Text O

AutoCAD SHX Text M

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AutoCAD SHX Text O

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JEREMIE MICHAEL SCHADLER

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

2.00% 3:1 (MAX)

[3.7m]

12'-0" TRAVEL LANE

[3.7m]

3:1 (MAX)

3:1 (MAX)

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

MEET

EXISTING

MEET

EXISTING

B STREET - SOUTH

STA. 7+58 TO STA. 10+18

N.T.S

18'-0" PARKING STALL LENGTH

[5.5m]

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

[3.7m]

12'-0" TRAVEL LANE

[3.7m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

VARIES

12" TYPE 2 STONE

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

MEET

EXISTING

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

MEET

EXISTING

3:1 (MAX)

3:1 (MAX)

6" REVEAL

(TYP.)

B STREET - SOUTH

STA. 1+50 TO STA. 7+00

N.T.S

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

12" TYPE 2 STONE

3:1 (MAX)

3:1 (MAX)

REFER TO PLAN

6" REVEAL

(TYP.)

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

3:1 (MAX)

[3.7m]

12'-0" TRAVEL LANE

[3.7m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

B STREET - SOUTH

STA. 11+50 TO STA. 13+50

N.T.S

MEET

EXISTING

2.00%

12" TYPE 2 STONE

3:1 (MAX)

3:1 (MAX)

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

[3.7m]

12'-0" TRAVEL LANE

[3.7m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

2.00%

12" TYPE 2 STONE

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

MEET

EXISTING

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

6" REVEAL

(TYP.)

B STREET - SOUTH

STA. 13+75 TO STA. 16+00

N.T.S

3:1 (MAX)

3:1 (MAX)

MEET

EXISTING

6'-0" GRASS

[1.8m]

3:1 (MAX)

3:1 (MAX)

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

[3.7m]

12'-0" TRAVEL LANE

[3.7m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

2.00%

12" TYPE 2 STONE

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

6" REVEAL

(TYP.)

B STREET - SOUTH

STA. 16+00 TO STA. 17+77

N.T.S

EXISTING PARKING AREA

SA

W

CU

T

3:1 (MAX)

3:1 (MAX)

MEET

EXISTING

SCALE: 1"=30'

60'30'0'

Know what's below.

before you dig.Call

R

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REVISED PER 30% DESIGN REVIEW

AutoCAD SHX Text

REVISED PER 50% DESIGN REVIEW

AutoCAD SHX Text

REVISED PER 95% DESIGN REVIEW

AutoCAD SHX Text

AutoCAD SHX Text 2/18/2020

AutoCAD SHX Text 4/24/2020

AutoCAD SHX Text 6/8/2020

AutoCAD SHX Text

AutoCAD SHX Text Typical Cross Section Plan 'C'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Repave Hospital Roads

AutoCAD SHX Text Final Bid Submission

AutoCAD SHX Text

AutoCAD SHX Text

CS157

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

JEREMIE M. SCHADLER

AutoCAD SHX Text

PE# 075290

AutoCAD SHX Text 12/31/2019

AutoCAD SHX Text Peters

AutoCAD SHX Text Schadler

AutoCAD SHX Text Butler VA Medical Center

AutoCAD SHX Text Butler, PA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BUTLER VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text 529-14-102

AutoCAD SHX Text

SITE SERIAL #20192822942

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

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AutoCAD SHX Text O

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JEREMIE MICHAEL SCHADLER

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

2.00%

3:1 (MAX)

[3.7m]

3:1 (MAX)

3:1 (MAX)

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

MEET

EXISTING

MEET

EXISTING

6" REVEAL

(TYP.)

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

2.00%

3:1 (MAX)

[3.7m]

3:1 (MAX)

3:1 (MAX)

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

1ST STREET(EAST OF B ST)

STA. 2+75 TO STA. 5+75

N.T.S

MEET

EXISTING

MEET

EXISTING

12" TYPE 2 STONE

12" TYPE 2 STONE

1ST STREET(EAST OF B ST)

STA. 5+75 TO STA. 10+43

N.T.S

12" TYPE 2 STONE

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

3:1 (MAX)

[3.7m]

VARIES

3:1 (MAX)

3:1 (MAX)

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 4.0" DEPTH

MEET

EXISTING

MEET

EXISTING

(REFER TO PLAN)

12'-0" TRAVEL LANE

[3.7m]

VARIES

(REFER TO PLAN)

1ST STREET(WEST OF HOSPITAL RD)

STA. 0+00 TO STA. 3+67

N.T.S

6" REVEAL

(TYP.)

12" TYPE 2 STONE

PROFILE

GRADE LINE

8'-0" TRAVEL LANE

3:1 (MAX)

2.00%

3:1 (MAX)

[2.45m]

3:1 (MAX)

3:1 (MAX)

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 4.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

MEET

EXISTING

MEET

EXISTING

2ND STREET - WEST OF HOSPITAL ROAD

STA. 0+25 TO STA. 1+75

N.T.S

8'-0" TRAVEL LANE

[2.45m]

2.00%

6" REVEAL

(TYP.)

12" TYPE 2 STONE

PROFILE

GRADE LINE

3:1 (MAX)

3:1 (MAX)

3:1 (MAX)

3:1 (MAX)

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 4.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

STA: 1+75 TO 2+70

MEET

EXISTING

MEET

EXISTING

2ND STREET - WEST OF HOSPITAL ROAD

STA. 1+75 TO STA. 4+62

N.T.S

VARIES

(REFER TO PLAN)

VARIES

(REFER TO PLAN)

VARIES

(REFER TO PLANS)

VARIES

(REFER TO PLANS)

12" TYPE 2 STONE

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

3:1 (MAX)

[3.7m]

VARIES

3:1 (MAX)

3:1 (MAX)

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 4.0" DEPTH

MEET

EXISTING

MEET

EXISTING

(REFER TO PLAN)

12'-0" TRAVEL LANE

[3.7m]

VARIES

(REFER TO PLAN)

SALT SHED AREA

STA. 0+00 TO STA. 3+17

N.T.S

SCALE: 1"=30'

60'30'0'

Know what's below.

before you dig.Call

R

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

REVISED PER 30% DESIGN REVIEW

AutoCAD SHX Text

REVISED PER 50% DESIGN REVIEW

AutoCAD SHX Text

REVISED PER 95% DESIGN REVIEW

AutoCAD SHX Text

AutoCAD SHX Text 2/18/2020

AutoCAD SHX Text 4/24/2020

AutoCAD SHX Text 6/8/2020

AutoCAD SHX Text

AutoCAD SHX Text Typical Cross Section Plan 'D'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Repave Hospital Roads

AutoCAD SHX Text Final Bid Submission

AutoCAD SHX Text

AutoCAD SHX Text

CS158

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

JEREMIE M. SCHADLER

AutoCAD SHX Text

PE# 075290

AutoCAD SHX Text 12/31/2019

AutoCAD SHX Text Peters

AutoCAD SHX Text Schadler

AutoCAD SHX Text Butler VA Medical Center

AutoCAD SHX Text Butler, PA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BUTLER VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text 529-14-102

AutoCAD SHX Text

SITE SERIAL #20192822942

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text O

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JEREMIE MICHAEL SCHADLER

12" TYPE 2 STONE

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

2.00%

3:1 (MAX)

[3.7m]

VARIES

3:1 (MAX)

3:1 (MAX)

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

MEET

EXISTING

MEET

EXISTING

(REFER TO PLAN)

2ND STREET

STA. 0+50 TO STA. 2+00

N.T.S

6" REVEAL

(TYP.)

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

2.00%

3:1 (MAX)

[3.7m]

12'-0" TRAVEL LANE

2.00%

[3.7m]

3:1 (MAX)

3:1 (MAX)

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

2ND STREET

STA. 2+00 TO STA. 3+00

N.T.S

MEET

EXISTING

MEET

EXISTING

12'-0" TRAVEL LANE

[3.7m]

12" TYPE 2 STONE

6" REVEAL

(TYP.)

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

2.00%

3:1 (MAX)

[3.7m]

12'-0" TRAVEL LANE

2.00%

[3.7m]

3:1 (MAX)

3:1 (MAX)

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

2ND STREET

STA. 5+25 TO STA. 9+34

N.T.S

MEET

EXISTING

MEET

EXISTING

6" REVEAL

(TYP.)

PROFILE

GRADE LINE

12'-0" TRAVEL LANE

3:1 (MAX)

3:1 (MAX)

[3.7m]

12'-0" TRAVEL LANE

[3.7m]

SUPERPAVE ASPHALT MIXTURE DESIGN

9.5 MM, PG 64-22 WEARING COURSE

0.0 TO 0.3 MILLION ESAL'S, SRL H, 1.5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM, PG 64-22, BASE COURSE

0.0 TO 0.3 MILLION ESAL'S, 3.0" DEPTH

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

CONCRETE CURB AND

GUTTER (TYP)

REPLACE AS

SPECIFIED ON PLANS

MEET

EXISTING

MEET

EXISTING

2.00%

3:1 (MAX)

3:1 (MAX)

12" TYPE 2 STONE

2ND STREET

STA. 3+50 TO STA. 5+00

N.T.S

12" TYPE 2 STONE

SCALE: 1"=30'

60'30'0'

Know what's below.

before you dig.Call

R

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

REVISED PER 30% DESIGN REVIEW

AutoCAD SHX Text

REVISED PER 50% DESIGN REVIEW

AutoCAD SHX Text

REVISED PER 95% DESIGN REVIEW

AutoCAD SHX Text

AutoCAD SHX Text 2/18/2020

AutoCAD SHX Text 4/24/2020

AutoCAD SHX Text 6/8/2020

AutoCAD SHX Text

AutoCAD SHX Text Typical Cross Section Plan 'E'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Repave Hospital Roads

AutoCAD SHX Text Final Bid Submission

AutoCAD SHX Text

AutoCAD SHX Text

CS159

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

JEREMIE M. SCHADLER

AutoCAD SHX Text

PE# 075290

AutoCAD SHX Text 12/31/2019

AutoCAD SHX Text Peters

AutoCAD SHX Text Schadler

AutoCAD SHX Text Butler VA Medical Center

AutoCAD SHX Text Butler, PA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BUTLER VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text 529-14-102

AutoCAD SHX Text

SITE SERIAL #20192822942

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text F

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AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text Y

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AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

JEREMIE MICHAEL SCHADLER

SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB

SAWCUT LINE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

TC 499.50

BC 499.00

SPOT GRADE

TC: TOP OF CURB

BC: BOTTOM OF CURB

PROPOSED TACTILE WARNING SURFACE

1320.64

1320.62

1320.74

1321.09

1321.11

TC 1320.47

BC 1320.47

TC 1320.91

BC 1320.41

TC 1320.55

BC 1320.55

TC 1321.12

BC 1320.62

1321.00

-4.

1%

-4.4%

1.0

-0.4%

7.0%

-1.

9%

2.0

1.4%

8.3%

1.6%

0.2%

MATCH EXISTING SIDEWALK

ENSURE NO TRIPPING HAZARD

TACTILE WARNING

SURFACE

1320.95

1320.83 1320.95

1320.83

1319.54

1319.59

1319.47

TC 1319.42

BC 1319.42

1319.37

1319.35

TC 1319.94

BC 1319.44

1319.42

MATCH EXISTING SIDEWALK

ENSURE NO TRIPPING HAZARD

2.0%

2.0%

0.8

0.8

4.5

4.5

-0.1

0.1

2.0%

2.1%

0.8%

-5.1

TACTILE WARNING

SURFACE

1319.83

1319.77

TC 1319.66

BC 1319.66

TC 1319.72

BC 1319.72

TC 1320.50

BC 1320.00

1320.30 0.8%

-2.0%

-2.0%

-3.

9%

-1.0

1.8

0.8%

2.9

-1.0

-5.1

1319.98

TC 1320.51

BC 1320.01

TACTILE WARNING

SURFACE

TACTILE WARNING

SURFACE

1319.38

1318.78

1318.67

1318.34

TC 1319.27

BC 1318.77

TC 1319.15

BC 1318.65

TC 1319.10

BC 1318.60

TC 1318.99

BC 1318.49

-2.6%

-2.0%

-1.0%

-4.

8%

-1.8%

-2.8%

-0.8%

-5.0

1318.07

1318.33

-2.9

TACTILE WARNING

SURFACE

TC 1315.29

BC 1315.29

TC 1315.82

BC 1315.32

1315.46

-1.

0%

1315.40

TC 1315.22

BC 1315.22

TC 1315.69

BC 1315.19

-1.

2%

2.4%

2.8%

1315.69

1315.82

TACTILE WARNING

SURFACE

1317.40

1317.52

TC 1317.01

BC 1317.01

TC 1316.89

BC 1316.89

TC 1317.09

BC 1316.59

-8.

3%

-8.

3%

2.0%

2.0%

-2.

9%

1317.76

3.9%

-4 .6%

TC 1317.76

BC 1317.26

1317.09

TC 1316.81

BC 1316.81

TC 1316.93

BC 1316.93

TC 1317.51

BC 1317.01

1316.88

1316.57

1316.58

1317.00

1317.12

1317.46

1317.49 1317.00

2.0

2.0 %2.0%

2.0%5.2%

6.9%

8.3%

8.0%

2.0

2.0

%TC 1317.16

BC 1316.66

TACTILE WARNING

SURFACE

TACTILE WARNING

SURFACE

-8.

1%1303.42

-8.

3%

2.0%

2.0%

1303.69 1303.83 1303.95 1304.17

1304.30

1304.02

1303.84

1303.71

1303.83

1303.52

0.1%

-2 .8%

2.3% 2.4%

-2 .0%

-1 .3%

TC 1303.33

BC 1303.33

TC 1303.21

BC 1303.21

TC 1303.52

BC 1303.02

TC 1304.03

BC 1303.53

TACTILE WARNING

SURFACE

1300.38

-2 .0%

TC 1299.87

BC 1299.87

-2.

0%

-2.0%

-1.5%

1300.37 1299.99

1299.88

1300.28

-6.3% -0.1%

TC 1299.76

BC 1299.76

TC 1300.16

BC 1299.66

TC 1299.94

BC 1299.44

TC 1298.99

BC 1298.99

TC 1298.87

BC 1298.87

TC 1299.24

BC 1298.74

1300.16

1300.401300.11

TC 1300.43

BC 1299.93

-7.7%

0.5

-2.

0%6.7%

5.6%

1299.94

1299.48

1299.24

1299.25

1298.99

1299.11

1299.60

1300.06

-8.3%

-8.2%

-2.0

-2.0 %-2.0%

-2.0%

4.2%

6.2%

-0.1

-1.9

1.0

TC 1299.36

BC 1299.36

TC 1299.24

BC 1299.24

TC 1299.65

BC 1299.15

TC 1300.77

BC 1300.27

1299.36

1299.48

1300.75

1299.65

1300.77

2.0%

2.0%

-0.4%

-2.0%

-2.0%

-8.

3%

-8.3%

TACTILE WARNING

SURFACE

TACTILE WARNING

SURFACE

TACTILE WARNING

SURFACE

TC 1301.96

BC 1300.44

1300.32

-2.

0%

TC 1300.13

BC 1300.13

1300.83

1301.34

1301.59

1300.95

1301.46

1301.71

TC 1300.47

BC 1299.97

TC 1300.95

BC 1300.75

TC 1301.46

BC 1301.06

TC 1301.71

BC 1301.21

-1.4%

-2.0%

-2.0%

-2.0%

-2.0%

-8.2%

-8.3%TACTILE WARNING

SURFACE

TC 1300.47

BC 1299.97

TC 1301.31

BC 1300.67

TC 1301.96

BC 1301.83

TC 1302.51

BC 1302.01

TC 1302.69

BC 1302.19

1300.47

1300.60

1301.31

1301.26

1301.41

1301.56

1301.96

1302.06

1302.55

1302.51

1302.81

1302.69

-2.0%

0.8%

-2.0%

-2.0%

-0.6%

TC 1301.28

BC 1301.28

TC 1301.44

BC 1301.44

2.0

2.0

6.4

5.3

8.3 % 7.2

TACTILE WARNING

SURFACE

SCALE: 1"=30'

60'30'0'

Know what's below.

before you dig.Call

R

SITE SYMBOLS - GENERAL

BENCHMARK #1: PIN LOCATED ALONG EASTERN CURBLINE

OF HOSPITAL RD. AT PARKING LOT 16

ELEV: 1298.75

BENCHMARK #2: CONTROL POINT LOCATED IN SIDEWALK

BETWEEN BLDG. 132 & BLDG. 127

ELEV: 1302.08

BENCHMARK #3: SPIKE LOCATED ALONG NORTHERN

CURBLINE OF HOSPITAL RD. ACROSS FROM CLC BLDG.

ELEV: 1307.36

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

CONCRETE

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES PROPOSED FEATURES

SLANTED TEXT INDICATES EXISTING FEATURES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, WATER MANHOLEW

UTILITY, UTILITY POLE

UTILITY, SANITARY MANHOLES

UTILITY, ELECTRICAL MANHOLEE

SIGN

GAS VALVE

SANITARY SEWER LINE

WATER LINE

ELECTRIC LINE

EDGE OF PAVEMENT

EDGE OF STONE

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

D

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

SITE SYMBOLS - ABBREVIATIONS

COMMUNICATION MANHOLEC

F FIRE ALARM LINE

CONDENSATE RETURN LINE

GAS LINE

CHILLED WATER SUPPY LINE

CHILLED WATER RETURN LINE

MULCH / LANDSCAPE BED

STONE / LANDSCAPE BED/ GRAVEL

TACTILE WARNING SURFACE

BIT BITUMINOUS

CONC CONCRETE

E.O.P. EDGE OF PAVEMENT

ELEC ELECTRIC

INV STORMWATER PIPE END

CO CLEANOUT

DS DOWN SPOUT

WMH WATER MANHOLE

SSWR MH SANITARY MANHOLE

MH MANHOLE

EMH ELECTRIC MANHOLE

CMH COMMUNICATION MANHOLE

STMH STEAM MANHOLE

DMH DRAINAGE MANHOLE

LP LIGHT POLE, LAMP POST

EB ELECTRIC BOX

TWS TACTILE WARNING SURFACE

SF SQUARE FEET

LF LINEAR FEET

APPROX APPROXIMATELY

PLCC PLAIN CEMENT CONCRETE

GV GAS VALVE

GM GAS MARKER

LIGHT POST

LAMP POST

CONIFEROUS TREES

COMM COMMUNICATION LINE

ABANDONED HIGH PRESSURE STEAM

ABANDONED COND. PUMP DISCHARGE

HPS HIGH PRESSURE STEAM SUPPLY

HPC HIGH PRESSURE CONDENSATE

LPC LOW PRESSURE CONDENSATE

UNKNOWN UTILITY

SPRINKLER VALVE

GUIDE RAIL

ABANDONED SANITARY SEWER LINE

RAMP DETAIL - SECOND STREET (STA: 9+00) NORTH SIDE

1"=5'

RAMP DETAIL - HOSPITAL ROAD (STA: 19+50) NORTH SIDE

1"=5'

RAMP DETAIL - HOSPITAL ROAD (STA: 19+50) SOUTH SIDE

1"=5'

RAMP DETAIL - HOSPITAL ROAD (STA: 20+50) NORTH SIDE

1"=5'

RAMP DETAIL - HOSPITAL ROAD (STA: 23+00) SOUTH SIDE

1"=5'

RAMP DETAIL - FIRST STREET (STA: 10+00)

1"=5'

RAMP DETAIL - CLC DROP OFF (STA: 0+50)

1"=5'

RAMP DETAIL - HOSPITAL ROAD (STA: 35+00)

1"=5'

RAMP DETAIL - HOSPITAL ROAD (STA: 43+00)

1"=5'

RAMP DETAIL - HOSPITAL ROAD (STA: 36+00) SOUTH SIDE

1"=5'

AutoCAD SHX Text

REVISED PER 30% DESIGN REVIEW

AutoCAD SHX Text

REVISED PER 50% DESIGN REVIEW

AutoCAD SHX Text

REVISED PER 95% DESIGN REVIEW

AutoCAD SHX Text

AutoCAD SHX Text 2/18/2020

AutoCAD SHX Text 4/24/2020

AutoCAD SHX Text 6/8/2020

AutoCAD SHX Text

AutoCAD SHX Text Ramp Detail Plan 'A'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Repave Hospital Roads

AutoCAD SHX Text Final Bid Submission

AutoCAD SHX Text

AutoCAD SHX Text

CS160

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

JEREMIE M. SCHADLER

AutoCAD SHX Text

PE# 075290

AutoCAD SHX Text 12/31/2019

AutoCAD SHX Text Peters

AutoCAD SHX Text Schadler

AutoCAD SHX Text Butler VA Medical Center

AutoCAD SHX Text Butler, PA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BUTLER VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text 529-14-102

AutoCAD SHX Text

SITE SERIAL #20192822942

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

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AutoCAD SHX Text E

AutoCAD SHX Text A

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AutoCAD SHX Text H

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AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text L

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

JEREMIE MICHAEL SCHADLER

AutoCAD SHX Text

PE075290

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

HPS

AutoCAD SHX Text

CPD

WV

SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB

SAWCUT LINE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

TC 499.50

BC 499.00

SPOT GRADE

TC: TOP OF CURB

BC: BOTTOM OF CURB

PROPOSED TACTILE WARNING SURFACE

TC 1290.56

BC 1290.56

TC 1290.45

BC 1290.45

TC 1300.95

BC 1290.69

TC 1300.95

BC 1290.32

1290.88

1290.78

3.7%

5.6%

-2 .0%

-1.

9%

TACTILE WARNING

SURFACE

TC 1285.51

BC 1285.51

TC 1285.40

BC 1285.40

TC 1285.09

BC 1285.09

TC 1285.00

BC 1285.00

TC 1300.95

BC 1286.00

TC 1300.95

BC 1285.24

TC 1300.95

BC 1284.86

TC 1300.95

BC 1285.25

1285.40

1285.29

1285.21

1285.31

-1.7%

-2.0%

-2 .0%

-2 .2%

-3.6%

-3.5%

-2 .2%

-2 .0%

TACTILE WARNING

SURFACE

TACTILE WARNING

SURFACE

TC 1298.93

BC 1298.93

1299.34

TC 1299.50

BC 1299.00

4.5%

TC 1299.46

BC 1298.96

TC 1298.95

BC 1298.95

1299.36

1299.75 4.6%

0.2

0.3

8.3

6.8

TACTILE WARNING

SURFACE

1303.26

2.0%

TC 1303.02

BC 1303.02

TC 1303.14

BC 1303.14

1303.15

1303.27

1304.08

1304.08

TC 1304.08

BC 1303.58

2.0%

6.7%

-1.9%

-4.1%

7.8%

TC 1303.28

BC 1302.78

TACTILE WARNING

SURFACE

TC 1300.95

BC 1303.01

1302.81

1302.81

1302.81

1302.81

1302.45

1302.45

1302.45

1302.45

1302.45 2.0%

2.0%

2.0%

2.0%

2.0%

0.0

0.0

0.0

-0.

0%

-0.

0%

1302.45

TC 1303.31

BC 1302.81

TC 1303.43

BC 1302.93

2.0%

-0.

0%

-0.

0%

-0.

0%

2.0%

2.0%

2.0%

2.0%

2.0%

TC 1300.95

BC 1302.89

0.2

TC 1303.43

BC 1302.93

TC 1303.43

BC 1302.93

TC 1303.43

BC 1302.93

TC 1303.43

BC 1302.93

TACTILE WARNING

SURFACE

SCALE: 1"=30'

60'30'0'

Know what's below.

before you dig.Call

R

SITE SYMBOLS - GENERAL

BENCHMARK #1: PIN LOCATED ALONG EASTERN CURBLINE

OF HOSPITAL RD. AT PARKING LOT 16

ELEV: 1298.75

BENCHMARK #2: CONTROL POINT LOCATED IN SIDEWALK

BETWEEN BLDG. 132 & BLDG. 127

ELEV: 1302.08

BENCHMARK #3: SPIKE LOCATED ALONG NORTHERN

CURBLINE OF HOSPITAL RD. ACROSS FROM CLC BLDG.

ELEV: 1307.36

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

CONCRETE

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES PROPOSED FEATURES

SLANTED TEXT INDICATES EXISTING FEATURES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, WATER MANHOLEW

UTILITY, UTILITY POLE

UTILITY, SANITARY MANHOLES

UTILITY, ELECTRICAL MANHOLEE

SIGN

GAS VALVE

SANITARY SEWER LINE

WATER LINE

ELECTRIC LINE

EDGE OF PAVEMENT

EDGE OF STONE

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

D

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

SITE SYMBOLS - ABBREVIATIONS

COMMUNICATION MANHOLEC

F FIRE ALARM LINE

CONDENSATE RETURN LINE

GAS LINE

CHILLED WATER SUPPY LINE

CHILLED WATER RETURN LINE

MULCH / LANDSCAPE BED

STONE / LANDSCAPE BED/ GRAVEL

TACTILE WARNING SURFACE

BIT BITUMINOUS

CONC CONCRETE

E.O.P. EDGE OF PAVEMENT

ELEC ELECTRIC

INV STORMWATER PIPE END

CO CLEANOUT

DS DOWN SPOUT

WMH WATER MANHOLE

SSWR MH SANITARY MANHOLE

MH MANHOLE

EMH ELECTRIC MANHOLE

CMH COMMUNICATION MANHOLE

STMH STEAM MANHOLE

DMH DRAINAGE MANHOLE

LP LIGHT POLE, LAMP POST

EB ELECTRIC BOX

TWS TACTILE WARNING SURFACE

SF SQUARE FEET

LF LINEAR FEET

APPROX APPROXIMATELY

PLCC PLAIN CEMENT CONCRETE

GV GAS VALVE

GM GAS MARKER

LIGHT POST

LAMP POST

CONIFEROUS TREES

COMM COMMUNICATION LINE

ABANDONED HIGH PRESSURE STEAM

ABANDONED COND. PUMP DISCHARGE

HPS HIGH PRESSURE STEAM SUPPLY

HPC HIGH PRESSURE CONDENSATE

LPC LOW PRESSURE CONDENSATE

UNKNOWN UTILITY

SPRINKLER VALVE

GUIDE RAIL

ABANDONED SANITARY SEWER LINE

RAMP DETAIL - HOSPITAL ROAD (STA: 46+00)

1"=5'

RAMP DETAIL - HOSPITAL ROAD (STA: 47+50)

1"=5'

RAMP DETAIL - B STREET (STA: 8+50)

1"=5'

RAMP DETAIL - SECOND STREET (STA: 1+50)

1"=5'

HANDICAP PARKING DETAIL

1"=5'

AutoCAD SHX Text

REVISED PER 30% DESIGN REVIEW

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REVISED PER 50% DESIGN REVIEW

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REVISED PER 95% DESIGN REVIEW

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AutoCAD SHX Text 2/18/2020

AutoCAD SHX Text 4/24/2020

AutoCAD SHX Text 6/8/2020

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AutoCAD SHX Text Ramp Detail Plan 'B'

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AutoCAD SHX Text Repave Hospital Roads

AutoCAD SHX Text Final Bid Submission

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CS161

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AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

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AutoCAD SHX Text Revisions:

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text F

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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AutoCAD SHX Text Office of Construction and Facilities Management

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JEREMIE M. SCHADLER

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PE# 075290

AutoCAD SHX Text 12/31/2019

AutoCAD SHX Text Peters

AutoCAD SHX Text Schadler

AutoCAD SHX Text Butler VA Medical Center

AutoCAD SHX Text Butler, PA

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BUTLER VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text 529-14-102

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SITE SERIAL #20192822942

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PROFESSIONAL

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REGISTERED

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ENGINEER

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

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AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

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AutoCAD…

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