666-17-104_03_Existing_Part3.pdf

PDF 8 MB Posted

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

About this file

Written by GovTribe AI ·

This package includes construction drawings and core boring logs for an existing VA medical center campus. The drawings depict existing conditions and demolition requirements for resurfacing roads, parking lots, and walkways across approximately 195 acres. A related solicitation seeks bids for Resurface Road and Parking Phase 3 under solicitation number 36C25923R0039 to be awarded by the Department of Veterans Affairs Veterans Health Administration VISN 19. Work includes full-depth reconstruction of deteriorated asphalt and concrete slabs, along with adjustment of utilities, signs, and drainage features. Core boring logs provide as-built pavement section details for roads and lots across the site.

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 - CS215.pdf PDF
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_04_Site_Part1.pdf PDF
P11_6B 666-17-104 Final Specifications.pdf PDF
Show all 43

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PARKING LOT 6

(81 PARKING SPACES +

4 MOTORCYCLE SPACES)

LP

LP

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FORT ROAD

PLCC CURB W/ CONC.GUTTER

RIP-RAP

co

LID

S D

S D

S D

S D

BENCHMARK #3

DISK IN CONC.

ELEV. 3879.56

DIRECTION

SIGN

DIRECTION

SIGN

SPEED LIMIT 20

SIGN

SPEED LIMIT 30

SIGN

DO NOT

ENTER

SIGN

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 1,336 SF)

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 588 SF)

CONC CURB & GUTTER,

(T.B.R.)

(T.B.R.)

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ONM

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FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

EXISTING PAVEMENT TO BE MILLED

CONIFEROUS TREE TO BE REMOVED

DECIDUOUS TREE TO BE REMOVED

1 VALVES, MANHOLE LIDS & INLET TOPS

TO BE ADJUSTED TO GRADE

2 REMOVE & REPLACE/RELOCATE SIGNS

AS NECESSARY FOR CONSTRUCTION

EXISTING GRAVEL TO BE REMOVED

EXISTING LAWN AREA TO BE REMOVED

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

SAWCUT PAVEMENTSWCT

PROTECT HEATED CONCRETE DURING

REMOVAL OF ADJACENT FEATURES.3

SHALLOW STEAM LINE WITH ROAD USED

AS LID. USE CAUTION DURING DEMO.4

REMOVE WHEEL STOPS & RETURN

UNDAMAGED MATERIALS TO VA.5

AREA TO REMAIN PROTECTED &

UNDISTURBED DURING CONSTRUCTION.6

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SITE SERIAL: 2019290075

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T 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

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SITE SERIAL: 2019290075

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2633 Moravian Ave.

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

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

NOTES:

1. REMOVE & REPLACE CURB ADJACENT TO SLAB REPLACEMENT.

REMOVE & REPLACE ENTIRE CURB SECTION. REFER TO DETAIL

SHEETS.

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PE# 17277

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ARCHITECT/ENGINEERS:

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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AutoCAD SHX Text 6/14/2020

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AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

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AutoCAD SHX Text 666-17-104

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CS121

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PE# 17277

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AutoCAD SHX Text Drawing Title

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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AutoCAD SHX Text 6/14/2020

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SEE SHEET CS119 CS119

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LP-21

FORT ROAD

PLCC CURB W/ CONC.GUTTER

IRRIG. BOX

LANDSCAPE

LIGHT

DIRECTION

SIGN

STOP

SIGN

DO NOT

ENTER

SIGN

ONE WAY

SIGN

DIRECTION

SIGN

DIRECTION

SIGN

MAP

SIGN

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 175 SF)

(T.B.R.)

DAMAGED JOINT

SEALANT & DEBRIS

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

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V

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TS

RQP

ONM

LKJ

HGF

DCB

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FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

EXISTING PAVEMENT TO BE MILLED

CONIFEROUS TREE TO BE REMOVED

DECIDUOUS TREE TO BE REMOVED

1 VALVES, MANHOLE LIDS & INLET TOPS

TO BE ADJUSTED TO GRADE

2 REMOVE & REPLACE/RELOCATE SIGNS

AS NECESSARY FOR CONSTRUCTION

EXISTING GRAVEL TO BE REMOVED

EXISTING LAWN AREA TO BE REMOVED

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

SAWCUT PAVEMENTSWCT

PROTECT HEATED CONCRETE DURING

REMOVAL OF ADJACENT FEATURES.3

SHALLOW STEAM LINE WITH ROAD USED

AS LID. USE CAUTION DURING DEMO.4

REMOVE WHEEL STOPS & RETURN

UNDAMAGED MATERIALS TO VA.5

AREA TO REMAIN PROTECTED &

UNDISTURBED DURING CONSTRUCTION.6

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SITE SERIAL: 2019290075

17277

Date

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2633 Moravian Ave.

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SITE SERIAL: 2019290075

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2633 Moravian Ave.

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

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

NOTES:

1. REMOVE & REPLACE CURB ADJACENT TO SLAB REPLACEMENT.

REMOVE & REPLACE ENTIRE CURB SECTION. REFER TO DETAIL

SHEETS.

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PE# 17277

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ARCHITECT/ENGINEERS:

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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LP-22

FORT ROAD

PLCC CURB W/ CONC.GUTTER

DIRECTION

SIGN

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 778 SF)

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 1,021 SF)

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 668 SF)

(T.B.R.)

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EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

EXISTING PAVEMENT TO BE MILLED

CONIFEROUS TREE TO BE REMOVED

DECIDUOUS TREE TO BE REMOVED

1 VALVES, MANHOLE LIDS & INLET TOPS

TO BE ADJUSTED TO GRADE

2 REMOVE & REPLACE/RELOCATE SIGNS

AS NECESSARY FOR CONSTRUCTION

EXISTING GRAVEL TO BE REMOVED

EXISTING LAWN AREA TO BE REMOVED

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

SAWCUT PAVEMENTSWCT

PROTECT HEATED CONCRETE DURING

REMOVAL OF ADJACENT FEATURES.3

SHALLOW STEAM LINE WITH ROAD USED

AS LID. USE CAUTION DURING DEMO.4

REMOVE WHEEL STOPS & RETURN

UNDAMAGED MATERIALS TO VA.5

AREA TO REMAIN PROTECTED &

UNDISTURBED DURING CONSTRUCTION.6

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SITE SERIAL: 2019290075

17277

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2633 Moravian Ave.

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SITE SERIAL: 2019290075

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2633 Moravian Ave.

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

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

NOTES:

1. REMOVE & REPLACE CURB ADJACENT TO SLAB REPLACEMENT.

REMOVE & REPLACE ENTIRE CURB SECTION. REFER TO DETAIL

SHEETS.

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

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 Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

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CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Existing Features & Demolition Plan 'U'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CS123

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

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 Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS122 CS122

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SEE SHEET CS124 CS124

SEE SHEET CS121 CS121

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LP-24

LP-23

FORT ROAD

PLCC CURB W/ CONC.GUTTER

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 1,021 SF)

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 668 SF)

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 851 SF)

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 510 SF)

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 1,560 SF)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

DAMAGED JOINT

SEALANT & DEBRIS

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

W

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RQP

ONM

LKJ

HGF

DCB

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FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

EXISTING PAVEMENT TO BE MILLED

CONIFEROUS TREE TO BE REMOVED

DECIDUOUS TREE TO BE REMOVED

1 VALVES, MANHOLE LIDS & INLET TOPS

TO BE ADJUSTED TO GRADE

2 REMOVE & REPLACE/RELOCATE SIGNS

AS NECESSARY FOR CONSTRUCTION

EXISTING GRAVEL TO BE REMOVED

EXISTING LAWN AREA TO BE REMOVED

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

SAWCUT PAVEMENTSWCT

PROTECT HEATED CONCRETE DURING

REMOVAL OF ADJACENT FEATURES.3

SHALLOW STEAM LINE WITH ROAD USED

AS LID. USE CAUTION DURING DEMO.4

REMOVE WHEEL STOPS & RETURN

UNDAMAGED MATERIALS TO VA.5

AREA TO REMAIN PROTECTED &

UNDISTURBED DURING CONSTRUCTION.6

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SITE SERIAL: 2019290075

17277

Date

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2633 Moravian Ave.

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

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

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T 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

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

NOTES:

1. REMOVE & REPLACE CURB ADJACENT TO SLAB REPLACEMENT.

REMOVE & REPLACE ENTIRE CURB SECTION. REFER TO DETAIL

SHEETS.

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 E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

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 Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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CONSULTANTS:

AutoCAD SHX Text

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AutoCAD SHX Text Existing Features & Demolition Plan 'V'

AutoCAD SHX Text

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AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CS124

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AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

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 Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS125 CS125

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SEE SHEET CS125 CS125

AutoCAD SHX Text

SEE SHEET CS123 CS123

SEE SHEET CS123 CS123

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LP-26

LP-25

FORT ROAD

PLCC CURB W/ CONC.GUTTER

STEEL

LID

STEEL

LID

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STEEL

LID

SPEED LIMIT 30

SIGN

NO WEAPONS

SIGN

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 671 SF)

CONC CURB & GUTTER

DAMAGED CONC SLAB

(APPROX 2,945 SF)

CONC CURB & GUTTER

DAMAGED CONC SLAB

(APPROX 334 SF)

CONC CURB & GUTTER

DAMAGED CONC SLAB

(APPROX 167 SF)

CONC FLOW

CHANNEL

(APPROX 22 SF)

CONC FLOW

CHANNEL

(APPROX 45 SF)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

DAMAGED JOINT

SEALANT & DEBRIS

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

SOLDIER CREEK DITCH

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EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

EXISTING PAVEMENT TO BE MILLED

CONIFEROUS TREE TO BE REMOVED

DECIDUOUS TREE TO BE REMOVED

1 VALVES, MANHOLE LIDS & INLET TOPS

TO BE ADJUSTED TO GRADE

2 REMOVE & REPLACE/RELOCATE SIGNS

AS NECESSARY FOR CONSTRUCTION

EXISTING GRAVEL TO BE REMOVED

EXISTING LAWN AREA TO BE REMOVED

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

SAWCUT PAVEMENTSWCT

PROTECT HEATED CONCRETE DURING

REMOVAL OF ADJACENT FEATURES.3

SHALLOW STEAM LINE WITH ROAD USED

AS LID. USE CAUTION DURING DEMO.4

REMOVE WHEEL STOPS & RETURN

UNDAMAGED MATERIALS TO VA.5

AREA TO REMAIN PROTECTED &

UNDISTURBED DURING CONSTRUCTION.6

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SITE SERIAL: 2019290075

17277

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2633 Moravian Ave.

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

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SITE SERIAL: 2019290075

17277

Date

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2633 Moravian Ave.

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

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

NOTES:

1. REMOVE & REPLACE CURB ADJACENT TO SLAB REPLACEMENT.

REMOVE & REPLACE ENTIRE CURB SECTION. REFER TO DETAIL

SHEETS.

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AutoCAD SHX Text A

AutoCAD SHX Text E

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AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

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 Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

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CONSULTANTS:

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AutoCAD SHX Text Existing Features & Demolition Plan 'W'

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AutoCAD SHX Text Resurface Roads And Parking Lots

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CS125

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AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

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 Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

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CONSULTANTS:

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SEE SHEET CS126 CS126

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SEE SHEET CS126 CS126

SEE SHEET CS124 CS124

3816 3815

3813 3812 3811

09 3808

3805 3804

E

E

E

E

E

E

E

E

E

E

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E

E

E E

E

E

04380

X

X

X

X

X

X

X

X

X

X

X

X

X

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LP-28

LP-29

LP-26

LP-27

FORT ROAD

PLCC CURB W/ CONC.GUTTER

MMH

STEEL

LID

STEEL

LID

MMH

LANDSCAPE

PIPE LINE MARKER

STREET NAME

SIGN

DIRECTION

SIGN

SPEED LIMIT 30

SIGN

MONUMENT

SIGN

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 1,906 SF)

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 350 SF)

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 186 SF)

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 189 SF)

CONC CURB & GUTTER,

DAMAGED CONC SLAB

(APPROX 371 SF)

CONC FLOW

CHANNEL

(APPROX 45 SF)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

DAMAGED JOINT

SEALANT & DEBRIS

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

SOLDIER CREEK DITCH

FO

RE

ST

SE

RV

ICE

RO

AD

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

EXISTING PAVEMENT TO BE MILLED

CONIFEROUS TREE TO BE REMOVED

DECIDUOUS TREE TO BE REMOVED

1 VALVES, MANHOLE LIDS & INLET TOPS

TO BE ADJUSTED TO GRADE

2 REMOVE & REPLACE/RELOCATE SIGNS

AS NECESSARY FOR CONSTRUCTION

EXISTING GRAVEL TO BE REMOVED

EXISTING LAWN AREA TO BE REMOVED

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

SAWCUT PAVEMENTSWCT

PROTECT HEATED CONCRETE DURING

REMOVAL OF ADJACENT FEATURES.3

SHALLOW STEAM LINE WITH ROAD USED

AS LID. USE CAUTION DURING DEMO.4

REMOVE WHEEL STOPS & RETURN

UNDAMAGED MATERIALS TO VA.5

AREA TO REMAIN PROTECTED &

UNDISTURBED DURING CONSTRUCTION.6

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SITE SERIAL: 2019290075

17277

Date

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2633 Moravian Ave.

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

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

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W

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T 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

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

NOTES:

1. REMOVE & REPLACE CURB ADJACENT TO SLAB REPLACEMENT.

REMOVE & REPLACE ENTIRE CURB SECTION. REFER TO DETAIL

SHEETS.

AutoCAD SHX Text

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

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 Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

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CONSULTANTS:

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AutoCAD SHX Text Existing Features & Demolition Plan 'X'

AutoCAD SHX Text

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AutoCAD SHX Text Resurface Roads And Parking Lots

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CS126

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AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

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 Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

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CONSULTANTS:

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SEE SHEET CS125 CS125

SEE SHEET CS125 CS125

D

D

D

D

TWS

FREEDOM LANE

FREEDOM LANE

FREEDOM LANE

COAST GUARD LN.

ARMY LN.

AIR FORCE LN.

IN

DE

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L N.

MA

RI

NE

C

OR

PS

LN

NAVY LN.

71N

3 64 27

QUARTERS RD.

QUARTERS RD.

NA

VY

LN

AIR FORCE LN.

AR

MY

LN

COAST GUARD LANE

X

X

X

X

X

X

PARKING LOT 10

PA

RK

IN

G

LO

T

PARKING LOT 7

PARKING LOT 6

PARKING LOT 15

PARKING LOT 1

PARKING LOT 22

PA

RK

IN

G

LO

T

PARKING

LOT 16

PARKING LOT 12

PARKING

LOT 13

PARKING

LOT 20

CORE 1

CORE 2

CORE 9

CORE 19

CORE 18

CORE 10

CORE 12

CORE 14

CORE 13

CORE 16

CORE 17CORE 6

CORE 8

CORE 7

CORE 3

CORE 15

CORE 4

CORE 5

CORE 11

FORT RD (T-337)

PARKING

LOT 14

PARKING

LOT 9

PARKING

LOT 21

CORE 1

(TOTAL DEPTH=11.0")

N.T.S.

3.2" WEARING

7.8" STONE

1.4" WEARING

2.3" BINDER

6.0" STONE

1.8" WEARING

2.4" BINDER

2.3" WEARING

6.0" STONE

1.6" WEARING

2.4" BINDER

3.0" STONE

2.4" WEARING

2.9" BINDER

4.2" STONE

2.0" BINDER

2.0" WEARING

1.8" BINDER

1.6" BASE

3.0" STONE

2.4" WEARING

5.6" STONE

3.4" BINDER

5.4" STONE

1.9" WEARING

3.6" BINDER

4.2" STONE

1.3" WEARING

2.5" BINDER

9.0" STONE

5.4" WEARING

9.0" STONE

2.0" WEARING

2.0" BINDER

9.0" STONE

3.0" WEARING

1.8" BINDER

6" STONE

4.8" WEARING

7.8" STONE

3.4" WEARING

9.0" STONE

6.0" WEARING

4.2" STONE

1.8" WEARING

3.4" BINDER

9.5" STONE

3.6" WEARING

6.0" STONE

CORE 2

(TOTAL DEPTH=11.7")

N.T.S.

CORE 3

(TOTAL DEPTH=11.2")

N.T.S.

CORE 4

(TOTAL DEPTH=10.7")

N.T.S.

CORE 5

(TOTAL DEPTH=7.0")

N.T.S.

CORE 6

(TOTAL DEPTH=9.5")

N.T.S.

CORE 7

(TOTAL DEPTH=8.4")

N.T.S.

CORE 8

(TOTAL DEPTH=7.8")

N.T.S.

CORE 9

(TOTAL DEPTH=8.8")

N.T.S.

CORE 10

(TOTAL DEPTH=9.7")

N.T.S.

CORE 11

(TOTAL DEPTH=12.8")

N.T.S.

CORE 12

(TOTAL DEPTH=14.4")

N.T.S.

CORE 13

(TOTAL DEPTH=13.0")

N.T.S.

CORE 14

(TOTAL DEPTH=10.8")

N.T.S.

CORE 15

(TOTAL DEPTH=12.6")

N.T.S.

CORE 16

(TOTAL DEPTH=12.4")

N.T.S.

CORE 17

(TOTAL DEPTH=10.2")

N.T.S.

CORE 18

(TOTAL DEPTH=14.7")

N.T.S.

CORE 19

(TOTAL DEPTH=9.6")

N.T.S.

2.0" BASE

7.4" STONE

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2633 Moravian Ave.

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

LEGEND

CORE SAMPLE LOCATION

SCALE: 1"=150'

300'150'0'

NOTES

1. LAYERS OF ASPHALT IDENTIFIED AS WEARING MAY BE CONSIDERED THE SAME AS BINDER LAYER.

SEPARATION OF LAYERS MAY HAVE BEEN LIFTS. THE VA INDICATED A WEARING COURSE WAS NOT

PREVIOUSLY INSTALLED.

2. DEPTHS OF ASPHALT AND STONE MAY VARY THROUGHOUT ROADWAYS AND PARKING LOTS. DEPTHS

REPRESENT APPROXIMATION OF EXISTING CONDITIONS.

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

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 Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

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

CONSULTANTS:

AutoCAD SHX Text

PER 35% DESIGN REVIEW

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PER 65% DESIGN REVIEW

AutoCAD SHX Text

PER 95% DESIGN REVIEW

AutoCAD SHX Text

AutoCAD SHX Text 12/28/2019

AutoCAD SHX Text 3/11/2020

AutoCAD SHX Text 5/22/2020

AutoCAD SHX Text

AutoCAD SHX Text Core Boring & Section Plan

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text 100% Submission

AutoCAD SHX Text

NOT FOR CONSTRUCTION

AutoCAD SHX Text

CS127

AutoCAD SHX Text

CS121 Existing Features & Demolition Plan 'S'
CS122 Existing Features & Demolition Plan 'T'
CS123 Existing Features & Demolition Plan 'U'
CS124 Existing Features & Demolition Plan 'V'
CS125 Existing Features & Demolition Plan 'W'
CS126 Existing Features & Demolition Plan 'X'

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