Amendment 0005 - 36C25923R0039 - CS215.pdf

PDF 3 MB Posted

Attached to
Z2DA-- Resurface Road and Parking Phase 3 - 666-22-123
Solicitation number
36C25923R0039
Issued by

About this file

This document contains engineering plans and specifications for road resurfacing and parking lot improvements. The project involves resurfacing approximately 3 miles of roadway and parking areas at a Veterans Affairs medical center. Work includes milling, paving, and drainage improvements. Utilities in the project area are identified on the plans, though contractors are required to field verify all utility locations. The opportunity is a solicitation issued by the Department of Veterans Affairs for contract 36C25923R0039 to complete the work. Bids are due by the date specified in the solicitation document. The selected contractor will be responsible for completing the road and parking lot resurfacing work according to the engineering plans and specifications provided.

View the file

Other files

File Type Posted
Amendment 0008 - 36C25923R0039.docx DOCX document
Amendment 8 - Site Improvement Plan-AsBuilt-CS131 Site Improvement Plan D.pdf PDF
Amendment 0007 - 36C25923R0039.docx DOCX document
Amendment 0006 - 36C25923R0039.docx DOCX document
Amendment 0005 - 36C25923R0039.docx DOCX document
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part6.pdf PDF
Amendment 0005 - 36C25923R0039 - CS214.pdf PDF
Amendment 0005 - 36C25923R0039.docx DOCX document
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 131 thru 139.pdf PDF
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part2.pdf PDF
Amendment 0005 - 36C25923R0039 - CS216.pdf PDF
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part1.pdf PDF
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part5.pdf PDF
Amendment 0005 - 36C25923R0039 - CS217.pdf PDF
Amendment 0005 - 36C25923R0039 - CS213.pdf PDF
Amendment 0005 - 36C25923R0039 - CS212.pdf PDF
Amendment 0005 - 36C25923R0039 - CS211.pdf PDF
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part3.pdf PDF
Amendment 0004 - 36C25923R0039.docx DOCX document
Amendment 0003 - 36C25923R0039.docx DOCX document
Amendment 0002 - 666-17-104_01_Title-Notes.pdf PDF
Amendment 0001 - 36C25923R0039.docx DOCX document
Amendment 0002 - 666-17-104_02_Phasing.pdf PDF
Amendment 0002 - 36C25923R0039.docx DOCX document
Amendment 0001 - 36C25923R0039.docx DOCX document
36C25923R0039_1.docx DOCX document
666-17-104_03_Existing_Part1.pdf PDF
666-17-104_04_Site_Part2.pdf PDF
666-17-104_17_Details.pdf PDF
666-17-104_07_Spotgrades_Part1.pdf PDF
666-17-104_07_Spotgrades_Part2.pdf PDF
666-17-104_06_Grading_Part1.pdf PDF
666-17-104_15_Erosion_Part1.pdf PDF
666-17-104_03_Existing_Part2.pdf PDF
12-13-22 - NEW - Calculation Worksheet for Self-Performed and Subcontracted Work.docx DOCX document
666-17-104_14_Lighting.pdf PDF
666-17-104_15_Erosion_Part2.pdf PDF
666-17-104_10_Profiles.pdf PDF
Wage Determination.pdf PDF
666-17-104_06_Grading_Part2.pdf PDF
666-17-104_03_Existing_Part3.pdf PDF
666-17-104_04_Site_Part1.pdf PDF
P11_6B 666-17-104 Final Specifications.pdf PDF
Show all 43

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

130+00

.7

.91

131+00

.7

.79

132+00

.8

.86

133+00

.3

.43

134+00

.0

0.55%

2.40%

0.90%

0.80% 1.30%

1.19%

GR

AD

E

BR

EA

K

ST

A

0+

.00

EL

EV

7.9

GR

AD

E

BR

EA

K

ST

A

0+

.05

EL

EV

8.5

GR

AD

E

BR

EA

K

ST

A

1+

.08

EL

EV

9.3

GR

AD

E

BR

EA

K

ST

A

2+

.70

EL

EV

9.9

GR

AD

E

BR

EA

K

ST

A

3+

.14

EL

EV

1.8

GR

AD

E

BR

EA

K

ST

A

3+

.80

EL

EV

2.0

26PVI STA: 133+28.29

PVI ELEV: 3890.58

K: 27.03

LVC: 50.00

BV

CS

: 1

+0 3.2

BV

CE

: 3

0.4

EV

CS

: 1

+5 3.2

EV

CE

: 3

1.1

PROPOSED

GRADE

(T.B.R.) (T.B

(T.B.R.)

110+00

.1

111+00

.2

.29

112+00

.7

.83

113+00

.2

.33

114+00

.8

.96

-0.85% 0.57% 0.50%

GR

AD

E

BR

EA

K

ST

A

0+

.35

EL

EV

1.2

GR

AD

E

BR

EA

K

ST

A

1+

.82

EL

EV

1.6

GR

AD

E

BR

EA

K

ST

A

3+

.34

EL

EV

2.6

PVI STA: 110+57.35

PVI ELEV: 3891.05

K: 35.13

LVC: 50.00

BV

CS

: 1

+3 2.3

BV

CE

: 3

1.2

EV

CS

: 1

+8 2.3

EV

CE

: 3

1.1

9LOW PT. STA: 110+62.21

LOW PT ELEV: 3891.13

PROPOSED

GRADE

IN

LE

T-

TG

:38

.10

ST

A:

1+

.61

IN

V.

O

UT

:38

.87

DM

H-

C

RI

M:

.47

ST

A:

0+

.11

IN

V.

IN

:38

.22 (N

E)

IN

V.

IN

:38

.22 (E

IN

V.

IN

:38

.22 (W

IN

V.

O

UT

:38

.22

IN

LE

T-

TG

:38

.93

ST

A:

4+

.98

IN

V.

O

UT

:38

.97

IN

LE

T-

TG

:38

.95

ST

A:

4+

.35

IN

V.

IN

:38

.75 (S

W

IN

V.

O

UT

:38

.75

23' of 12 INCH HDPE PIPE S=0.011

IN

LE

T

- 3

9A

TG

:38

.73

ST

A:

IN

V.

O

UT

:38

.60

38' of 12" HDPE S = 0.010 43' of 12" HDPE

S = 0.015

(T.B.R.)

0'O N

E

IN

C H

T

H

IR

TY

F

EE

T

0'

0'

0'O N

E

IN

C H

O

N E-

H U

N D

R

ED

F

EE

T

0'

0'

0'

0'O N

E

IN

C H

T

W O

-H U

N D

R

ED

F

EE

T

0'

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

0'

0'

0'O N

E

IN

C H

T

W O

-H U

N D

R

ED

F

IF

TY

F

EE

T

0' architects + engineers acela architects + engineers, pc 2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

0'O N

E

IN

C H

T

H

IR

TY

F

EE

T

0'

0'

0'O N

E

IN

C H

O

N E-

H U

N D

R

ED

F

EE

T

0'

0'

0'

0'O N

E

IN

C H

T

W O

-H U

N D

R

ED

F

EE

T

0'

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

0'

0'

0'O N

E

IN

C H

T

W O

-H U

N D

R

ED

F

IF

TY

F

EE

T

0' architects + engineers acela architects + engineers, pc 2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

1727717277

PLAN VIEW

SCALE: 1"=30'

INDEPENDENCE LANE - ROAD PROFILE

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=3'

SCALE: 1"=30'

60'30'0'

UTILITIES SHOWN ARE APPROXIMATE

CONTRACTOR SHALL CONFIRM

LOCATION AND DEPTH IN FIELD

SCALE: 1"=30'

60'30'0'

PLAN VIEW

SCALE: 1"=30'

MARINE CORPS LANE - ROAD PROFILE

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=3'

SCALE: 1"=30'

60'30'0'

UTILITIES SHOWN ARE APPROXIMATE

CONTRACTOR SHALL CONFIRM

LOCATION AND DEPTH IN FIELD

SCALE: 1"=3'

6'3'0'

SCALE: 1"=3'

6'3'0'

File details come from the government source that posted it. Updated .