666-17-104_06_Grading_Part2.pdf

PDF 16 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 document provides details for a federal contract solicitation from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19. The solicitation, numbered 36C25923R0039, is for resurfacing roads and parking areas at Phase 3 of project 666-22-123. The work includes repaving and repairing existing roadways and parking lots. The response due date is not specified. The contract is a small business set-aside for firms with a NAICS code of 237310, and the period of performance is expected to be from October 2022 through September 2023. The location of work will be at the Veterans Affairs Medical Center located in Cincinnati, Ohio.

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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_03_Existing_Part3.pdf PDF
666-17-104_04_Site_Part1.pdf PDF
P11_6B 666-17-104 Final Specifications.pdf PDF
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BLDG

PARKING LOT 1

PARKING LOT 22

PARKING LOT 15

FREEDOM LANE

MARINE CORPS LANE

IRRIG.

BOX

IRRIG.

BOX

IRRIG.

VALVES

EB

FREEDOM LANE

FREEDOM LANE

EB

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21"

PVC

12" PVC

21" PVC

18"

HDPE

18" HDPE

DMH 83

RIM: 3897.40

INV IN: 3883.80

INV OUT: 3883.80

INLET 33

TG: 3895.21

INV IN: 3885.11

INV OUT: 3884.71

INLET 32

TG: 3895.17

INV IN: 3885.47

INV OUT: 3885.37

DMH 80

(NOT SURVEYED)

INV IN(W): -9.35

INV IN(E): -10.1

INV OUT: - 9.9

INLET 91

TG: 3891.83

INV OUT: 3888.83

D

D

18" HDPE

12"

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PARKING LOT 9

3894 38

3895 38953896

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SWCT

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FILL AREA AS NECESSARY TO MATCH

SURROUNDING GRADES. REGRADE

AREA AS NECESSARY TO ENSURE

POSITIVE DRAINAGE IN ALL

DIRECTIONS WITH NO LOWPOINTS

TYPE A INLET-37

TG:3895.95

INV. OUT:3892.67

SUMP:3891.67 TYPE A INLET-38

TG:3895.29

INV. IN:3891.66(N-12")

INV. OUT:3891.81

SUMP:3890.66

TYPE A INLET-30

TG:3892.93

INV. OUT:3890.97

SUMP:3889.97

22' of

12" HDPE PIPE

A

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A

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FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

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RQP

ONM

LKJ

HGF

DCB

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SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB AND GUTTER

CONCRETE

LIGHT POLE

PROPOSED STORM WATER PIPE

PROPOSED STORM WATER STRUCTURE

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR605

PROPOSED LIGHT POLE

PROPOSED JUNCTION BOX W/ ELECTRICJB

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

ASPHALT

1 VALVES, MANHOLE LIDS, INLET TOPS &

METAL LIDS TO BE ADJUSTED TO GRADE

EXISTING PIPE TO BE EXTENDED/

CONNECTED TO NEW STRUCTURES AS

NECESSARY, USING SAME MATERIAL

3 RELOCATE EXISTING UTILITY

AS NECESSARY

VA PROVIDED CONDUIT, LOCATION

SUBJECT TO CHANGE, COORDINATE

WITH COR

A

4 REMOVE & REPLACE INLET FRAME &

GRATE AS NECESSARY

VERIFY DEPTH & LOCATION OF PIPES

PRIOR TO REMOVAL & INSTALLATION

OF NEW STRUCTURES

6 ADJUST CURB AS NECESSARY TO MATCH

EXISTING INLET

7 GRADE OF ROAD TO MATCH EXISTING

HEATED CONC SIDEWALK

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

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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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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

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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'

AutoCAD SHX Text

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AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

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PE# 17277

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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AutoCAD SHX Text Office of Construction and Facilities Management

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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CONSULTANTS:

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AutoCAD SHX Text Grading & Utility Plan 'M'

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CS167

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AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

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PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

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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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CONSULTANTS:

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SEE SHEET CS170 CS170

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SEE SHEET CS168 CS168

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INV:3883.67

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(NOT SURVEYED)

INV IN(N): -4.7'

INV IN(S): -4.6'

INV IN(E): -4.7'

INV OUT: -6.0'

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INV IN SW=3886.76

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3889 3888

PHASE 1

PHASE 3

TYPE A INLET-30

TG:3892.93

INV. OUT:3890.97

SUMP:3889.97

TYPE A INLET-31

TG:3892.95

INV. IN:3890.75(SW-12")

INV. OUT:3890.75

SUMP:3889.75

22' of

12" HDPE PIPE

20' of

12" HDPE PIPE

TYPE A INLET-62C

TG:3886.97

INV. IN:3884.23(S-12")

INV. OUT:3884.23

SUMP:3883.23

TYPE A INLET-62B

TG:3886.93

INV. OUT:3884.43

SUMP:3883.43

A

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3 3

223' of

12" HDPE PIPE

ADJUST AS NECESSARY TO

PROVIDE COVER OVER

PIPE, COORDINATE W/ COR.

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

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A

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SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB AND GUTTER

CONCRETE

LIGHT POLE

PROPOSED STORM WATER PIPE

PROPOSED STORM WATER STRUCTURE

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR605

PROPOSED LIGHT POLE

PROPOSED JUNCTION BOX W/ ELECTRICJB

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

ASPHALT

1 VALVES, MANHOLE LIDS, INLET TOPS &

METAL LIDS TO BE ADJUSTED TO GRADE

EXISTING PIPE TO BE EXTENDED/

CONNECTED TO NEW STRUCTURES AS

NECESSARY, USING SAME MATERIAL

3 RELOCATE EXISTING UTILITY

AS NECESSARY

VA PROVIDED CONDUIT, LOCATION

SUBJECT TO CHANGE, COORDINATE

WITH COR

A

4 REMOVE & REPLACE INLET FRAME &

GRATE AS NECESSARY

VERIFY DEPTH & LOCATION OF PIPES

PRIOR TO REMOVAL & INSTALLATION

OF NEW STRUCTURES

6 ADJUST CURB AS NECESSARY TO MATCH

EXISTING INLET

7 GRADE OF ROAD TO MATCH EXISTING

HEATED CONC SIDEWALK

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CALL 811 OR 1-800-849-2476

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

P r o f e s s i o nal E n g i n e e r

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. COORDINATE WITH COR AND ENGINEER DUE TO POSSIBLE

CHANGES BETWEEN DESIGN AND CONSTRUCTION TIME

FOR THE NAVY LANE EMERGENCY ACCESS ROAD & LOOP.

AutoCAD SHX Text

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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

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CONSULTANTS:

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AutoCAD SHX Text Grading & Utility Plan 'N'

AutoCAD SHX Text

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AutoCAD SHX Text Resurface Roads And Parking Lots

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CS168

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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 CS171 CS171

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SEE SHEET CS169 CS169

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SEE SHEET CS171 CS171

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SEE SHEET CS167 CS167

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SEE SHEET CS167 CS167

SEE SHEET CS165 CS165

AR

MY

LA

NE

BLDG

BLDG

C CMH

E

EMH EB

SM-3-2

M

S

ST

BLDG

S

EB

IRRIG.

BOXES

IRRIG.

BOXES

IRRIG. BOX

EB

EB

M

M

EB

EB X

X

X X

X X

X X

X

S

D

S

D

S

D

S

D

S

D

S

D

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D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

12"

6"

HEADWALL

INV: 3876.52

INV: 3876.48

HEADWALL

INV:3883.67

DMH 40

RIM: 3871.77

INV IN(W): 3868.44

INV IN(NW): 3869.24

INV IN(N): 3868.22

INV OUT: 3868.19

ENDWALL #31

INV: 3858.04

INLET 56

TG: 3870.93

INV OUT: 3869.43

D

D

C CMH

ENDWALL #30

INV(W): 3862.46

INV(N): 3860.79

S

D

6"

PARKING LOT 5

INLET 56A

TG:3870.23

INV OUT: 3869.06

DMH 35

RIM: 3863.36

INV IN: 3855.76

INV OUT: 3855.76

6" CI

6" CI

S

D

S

D

S

D

S

D

S

D

S

D

INLET

6"

D SD

(INLET) DMH 34

RIM: 3862.86

INV IN: 3856.71

INV OUT: 3856.71

S

D

BLDG

ENDWALL

INV: 3875.40

ENDWALL

INV: 3876.66

SSWR MH-28

RIM:3883.37

CO-2

LID:3883.56

PIPE END

8" PVC

INV: 3881.04

3862 38

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SSWR MH-43

RIM = 3867.72

INV IN NW=3860.82

INV OUT SW=3860.72

S

S

SSWR

MH-27

SAN

SAN

SAN

SAN

S

SSWR

MH-43B

GA

S

GA

S

GAS

GAS

GAS

GAS

GAS

GA

S

GA

S

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GAS

ST

ST

ST

ST

ST

ST

ST

ST

ST

STSTM MH-4

I

R

I R

I R

F

O

F

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F

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FO

F O

F O

F O

C

O

M

M

C O

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C O

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C O

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C O

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C O

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C O

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R

L

SW

CT

SWCT

6' X 6'

RIPRAP

ANY DAMAGE TO BUILDING FACADE DURING

CONSTRUCTION SHALL BE REPAIRED. SEAL

BETWEEN CONCRETE AND BUILDING.

ANY DAMAGE TO BUILDING FACADE

DURING CONSTRUCTION SHALL BE

REPAIRED. SEAL BETWEEN

CONCRETE AND BUILDING.

3871.22

TYPE D INLET - 60

TG:3871.21

INV. OUT:3869.00

SUMP:3868.00

TYPE D INLET - 61

TG:3871.08

INV. IN:3868.44(NW-12")

INV. OUT:3868.44

SUMP:3867.44

22' of

12" HDPE

TYPE D INLET - 59

TG:3871.11

INV. OUT:3868.82

SUMP:3867.82

TYPE D INLET - 58

TG:3870.99

INV. IN:3868.25(W-12")

INV. OUT:3868.25

SUMP:3867.2529' of

12" HDPE PIPE

56' of

12" HDPE

A

ENDWALL - 35

INV. 3882.00

223' of

12" HDPE PIPE

ADJUST AS NECESSARY TO

PROVIDE COVER OVER

PIPE, COORDINATE W/ COR.

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB AND GUTTER

CONCRETE

LIGHT POLE

PROPOSED STORM WATER PIPE

PROPOSED STORM WATER STRUCTURE

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR605

PROPOSED LIGHT POLE

PROPOSED JUNCTION BOX W/ ELECTRICJB

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

ASPHALT

1 VALVES, MANHOLE LIDS, INLET TOPS &

METAL LIDS TO BE ADJUSTED TO GRADE

EXISTING PIPE TO BE EXTENDED/

CONNECTED TO NEW STRUCTURES AS

NECESSARY, USING SAME MATERIAL

3 RELOCATE EXISTING UTILITY

AS NECESSARY

VA PROVIDED CONDUIT, LOCATION

SUBJECT TO CHANGE, COORDINATE

WITH COR

A

4 REMOVE & REPLACE INLET FRAME &

GRATE AS NECESSARY

VERIFY DEPTH & LOCATION OF PIPES

PRIOR TO REMOVAL & INSTALLATION

OF NEW STRUCTURES

6 ADJUST CURB AS NECESSARY TO MATCH

EXISTING INLET

7 GRADE OF ROAD TO MATCH EXISTING

HEATED CONC SIDEWALK

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

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

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

W

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F

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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'

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text E

AutoCAD SHX Text D

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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

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CONSULTANTS:

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Grading & Utility Plan 'O'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

AutoCAD SHX Text

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CS169

AutoCAD SHX Text

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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:

AutoCAD SHX Text

SEE SHEET CS172 CS172

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SEE SHEET CS168 CS168

SEE SHEET CS166 CS166

BLDG

BLDG

PARKING LOT 15

S

S

S

ST

IRRIG.

BOXES

FREEDOM LANE

EB

W

SH

FFE

3894.60

IRRIG.

DS

TRANS.

DS

IRRIG.

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

3" D

IP

8"

TE

RR

AC

OT

TA

8"

TE

RR

AC

OT

TA

12" PVC

" C

MP

ENDWALL #5

INV: 3883.79

ENDWALL

INV: 3884.25

ENDWALL #6

INV OUT: 3886.11

ENDWALL #9

INV. 3883.00

INV. 3882.37

INV. 3881.68

INV. 3880.94

INV. 3878.97

ENDWALL #7

INV OUT: 3887.70

PARKING LOT 8

S

D

S

D

ENDWALL

WATER

TOWER

3894 38

3895 3895

38853884

SAN

SAN

SAN

SAN

SSWR

MH-36

SAN

SAN

SAN

SAN

SAN

SAN

SSWR

MH-37

RIM:3895.02

SSWR

MH-38

ST

ST

ST STM

MH-7

F

O

F

O

CW

R

CW

R

CW

R

CW

S

CW

S

CW

S

CW

R

CWR

CWR

CWR

CWR

CWR

CWR

CWR

CWR

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWSC

WR

TRANS. TF-2

E

E

E E

E E

E

E

E

E

E

E

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I R

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IRRIG.

BOX

IRRIG.

BOX

SH

SH

E

E E

EE

E

E

E E E

E

E

SH

I

R

I

R

I

R

I

R

I

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I

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I

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I

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I

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I

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I

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F

O

F

O

SAN

SAN

E

E

E

E

E

E

E

E

M

SWCT

SWCT

SWCT

AREA AS NECESSARY TO ENSURE

POSITIVE DRAINAGE IN ALL

DIRECTIONS WITH NO LOWPOINTS

TYPE A INLET - 39B

TG:3891.73

INV. OUT:3888.97

SUMP:3887.97

12" HDPE

DMH-39C

TG:3891.47

INV. IN:3888.22(NE-12")

INV. IN:3888.22(E-12")

INV. IN:3888.22(W-12")

INV. OUT:3888.22

SUMP:3887.22

A

TG:3891.80

INV. IN:3887.35(N-12")

INV. IN:3887.35(E-12")

INV. OUT:3887.35

SUMP:3886.35

GRADE BANK TO MAINTAIN

EXISTING ENDWALL

A

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB AND GUTTER

CONCRETE

LIGHT POLE

PROPOSED STORM WATER PIPE

PROPOSED STORM WATER STRUCTURE

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR605

PROPOSED LIGHT POLE

PROPOSED JUNCTION BOX W/ ELECTRICJB

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

ASPHALT

1 VALVES, MANHOLE LIDS, INLET TOPS &

METAL LIDS TO BE ADJUSTED TO GRADE

EXISTING PIPE TO BE EXTENDED/

CONNECTED TO NEW STRUCTURES AS

NECESSARY, USING SAME MATERIAL

3 RELOCATE EXISTING UTILITY

AS NECESSARY

VA PROVIDED CONDUIT, LOCATION

SUBJECT TO CHANGE, COORDINATE

WITH COR

A

4 REMOVE & REPLACE INLET FRAME &

GRATE AS NECESSARY

VERIFY DEPTH & LOCATION OF PIPES

PRIOR TO REMOVAL & INSTALLATION

OF NEW STRUCTURES

6 ADJUST CURB AS NECESSARY TO MATCH

EXISTING INLET

7 GRADE OF ROAD TO MATCH EXISTING

HEATED CONC SIDEWALK

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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

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

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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'

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AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

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SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

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AutoCAD SHX Text Project Number

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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

AutoCAD SHX Text

AutoCAD SHX Text Grading & Utility Plan 'P'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

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CS170

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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

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SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

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AutoCAD SHX Text Building Number

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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

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

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CONSULTANTS:

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SEE SHEET CS167 CS167

SEE SHEET CS171 CS171

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BOX

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12"

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4" 4"

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3" D

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4" P

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8" TERRACOTTA

ENDWALL #5

INV: 3883.79

ENDWALL

INV: 3884.25

ENDWALL #4

3882.61

ENDWALL #2

INV: 3880.48

DMH 1

RIM: 3886.55

INV IN: 3877.85

INV OUT: 3877.85

D

12" PVC

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MH-31

SSWR

MH-32

SSWR

MH-34

SSWR

MH-35

SSWR MH-33

RIM = 3890.84

INV IN SE=3878.0

INV OUT NW=3877.9

SSWR

MH-39

SSWR

MH-36

SAN

SAN

SAN

SA

N

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GAS GAS GAS GAS

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N

12.0' [3.7m]

38863888

REGRADE DRAINAGE CHANNEL AS

NECESSARY TO PROVIDE POSITIVE

DRAINAGE TO ROADWAY

3889 3888

PH

AS

E

PH

AS

E

PH

AS

E

TYPE A INLET - 39B

TG:3891.73

INV. OUT:3888.97

SUMP:3887.97

TYPE A INLET-39

TG:3891.10

INV. OUT:3888.87

SUMP:3887.87

TYPE A INLET - 39A

TG:3890.73

INV. OUT:3888.60

SUMP:3887.60

TYPE A INLET-41

TG:3890.71

INV. OUT:3887.16

SUMP:3886.16

TYPE A INLET-40

TG:3891.24

INV. OUT:3887.46

SUMP:3886.46

38' of

12" HDPE

43' of

12" HDPE

37' of

12" HDPE

DMH-39C

TG:3891.47

INV. IN:3888.22(NE-12")

INV. IN:3888.22(E-12")

INV. IN:3888.22(W-12")

INV. OUT:3888.22

SUMP:3887.22

20' of

12" HDPE PIPE

TYPE A INLET-62C

TG:3886.97

INV. IN:3884.23(S-12")

INV. OUT:3884.23

SUMP:3883.23

TYPE A INLET-62B

TG:3886.93

INV. OUT:3884.43

SUMP:3883.43

DMH-40A

TG:3891.80

INV. IN:3887.35(N-12")

INV. IN:3887.35(E-12")

INV. OUT:3887.35

SUMP:3886.35

5' of

12" HDPE PIPE

223' of

12" HDPE PIPE

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB AND GUTTER

CONCRETE

LIGHT POLE

PROPOSED STORM WATER PIPE

PROPOSED STORM WATER STRUCTURE

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR605

PROPOSED LIGHT POLE

PROPOSED JUNCTION BOX W/ ELECTRICJB

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

ASPHALT

1 VALVES, MANHOLE LIDS, INLET TOPS &

METAL LIDS TO BE ADJUSTED TO GRADE

EXISTING PIPE TO BE EXTENDED/

CONNECTED TO NEW STRUCTURES AS

NECESSARY, USING SAME MATERIAL

3 RELOCATE EXISTING UTILITY

AS NECESSARY

VA PROVIDED CONDUIT, LOCATION

SUBJECT TO CHANGE, COORDINATE

WITH COR

A

4 REMOVE & REPLACE INLET FRAME &

GRATE AS NECESSARY

VERIFY DEPTH & LOCATION OF PIPES

PRIOR TO REMOVAL & INSTALLATION

OF NEW STRUCTURES

6 ADJUST CURB AS NECESSARY TO MATCH

EXISTING INLET

7 GRADE OF ROAD TO MATCH EXISTING

HEATED CONC SIDEWALK

O N

E

I N

I R

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

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

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

W

Y

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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. COORDINATE WITH COR AND ENGINEER DUE TO POSSIBLE CHANGES BETWEEN

DESIGN AND CONSTRUCTION TIME FOR THE NAVY LANE EMERGENCY ACCESS

ROAD & LOOP.

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text D

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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

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CONSULTANTS:

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 Grading & Utility Plan 'Q'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CS171

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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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

AutoCAD SHX Text

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS173 CS173

AutoCAD SHX Text

SEE SHEET CS172 CS172

AutoCAD SHX Text

SEE SHEET CS172 CS172

AutoCAD SHX Text

SEE SHEET CS168 CS168

SEE SHEET CS170 CS170

AR

MY

LA

NE

BLDG

BLDG

S

S

S

IRRIG.

BOX

NAVY LANE

E EMH

C

CMH

EB

SH BLDG

SH

ELEC.

UP

TRANS.

SM-3-1

IRRIG. BOX

IRRIG.

BOX

BLDG

TRANS.

TF-27

UST

LIDS

IRRIG. BOX

EB

EB

PARKING LOT 6

S

FREEDOM LANE

FORT ROAD

IRRIG. BOX

IRRIG. BOX

EB

ELEC. MTR.

S

D

S

D

S

D

S

D

S

D

CS

CS

CS

ENDWALL

INV: 3875.40

ENDWALL

INV: 3876.66

SSWR MH-28

RIM:3883.37

SSWR MH-29

RIM:3884.54

CO-2

LID:3883.56

3864 38

388138823882

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SSWR MH-30

RIM = 3885.11

SSWR

MH-39

SAN

SA

N

SA

N

GAS GAS

GAS

GA

S

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RIPRAP

APRON

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PHASE 3

PHASE 2

60' of

12" HDPE PIPE

TYPE A INLET-62

TG:3880.99

INV. IN:3878.44(SW-12")

INV. OUT:3878.44

SUMP:3877.44

TYPE A INLET - 62A

TG:3881.05

INV. OUT:3878.56

SUMP:3877.56

ENDWALL - 29

INV. 3877.84

A

A

12' of

12" HDPE PIPE

223' of

12" HDPE PIPE

ADJUST AS NECESSARY TO

PROVIDE COVER OVER

PIPE, COORDINATE W/ COR.

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

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RQP

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SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB AND GUTTER

CONCRETE

LIGHT POLE

PROPOSED STORM WATER PIPE

PROPOSED STORM WATER STRUCTURE

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR605

PROPOSED LIGHT POLE

PROPOSED JUNCTION BOX W/ ELECTRICJB

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

ASPHALT

1 VALVES, MANHOLE LIDS, INLET TOPS &

METAL LIDS TO BE ADJUSTED TO GRADE

EXISTING PIPE TO BE EXTENDED/

CONNECTED TO NEW STRUCTURES AS

NECESSARY, USING SAME MATERIAL

3 RELOCATE EXISTING UTILITY

AS NECESSARY

VA PROVIDED CONDUIT, LOCATION

SUBJECT TO CHANGE, COORDINATE

WITH COR

A

4 REMOVE & REPLACE INLET FRAME &

GRATE AS NECESSARY

VERIFY DEPTH & LOCATION OF PIPES

PRIOR TO REMOVAL & INSTALLATION

OF NEW STRUCTURES

6 ADJUST CURB AS NECESSARY TO MATCH

EXISTING INLET

7 GRADE OF ROAD TO MATCH EXISTING

HEATED CONC SIDEWALK

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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

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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'

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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AutoCAD SHX Text E

AutoCAD SHX Text D

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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

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CONSULTANTS:

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AutoCAD SHX Text

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AutoCAD SHX Text Grading & Utility Plan 'R'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

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AutoCAD SHX Text

AutoCAD SHX Text

CS172

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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

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CONSULTANTS:

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SEE SHEET CS174 CS174

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SEE SHEET CS171 CS171

AutoCAD SHX Text

SEE SHEET CS173 CS173

SEE SHEET CS169 CS169

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RQ

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB AND GUTTER

CONCRETE

LIGHT POLE

PROPOSED STORM WATER PIPE

PROPOSED STORM WATER STRUCTURE

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR605

PROPOSED LIGHT POLE

PROPOSED JUNCTION BOX W/ ELECTRICJB

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

ASPHALT

1 VALVES, MANHOLE LIDS, INLET TOPS &

METAL LIDS TO BE ADJUSTED TO GRADE

EXISTING PIPE TO BE EXTENDED/

CONNECTED TO NEW STRUCTURES AS

NECESSARY, USING SAME MATERIAL

3 RELOCATE EXISTING UTILITY

AS NECESSARY

VA PROVIDED CONDUIT, LOCATION

SUBJECT TO CHANGE, COORDINATE

WITH COR

A

4 REMOVE & REPLACE INLET FRAME &

GRATE AS NECESSARY

VERIFY DEPTH & LOCATION OF PIPES

PRIOR TO REMOVAL & INSTALLATION

OF NEW STRUCTURES

6 ADJUST CURB AS NECESSARY TO MATCH

EXISTING INLET

7 GRADE OF ROAD TO MATCH EXISTING

HEATED CONC SIDEWALK

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

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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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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

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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'

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Grading & Utility Plan 'S'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CS173

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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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 CS175 CS175

AutoCAD SHX Text

SEE SHEET CS174 CS174

AutoCAD SHX Text

SEE SHEET CS174 CS174

AutoCAD SHX Text

SEE SHEET CS172 CS172

SEE SHEET CS171 CS171

FORT ROAD

IRRIG. BOX

3867 3866 3865

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FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB AND GUTTER

CONCRETE

LIGHT POLE

PROPOSED STORM WATER PIPE

PROPOSED STORM WATER STRUCTURE

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR605

PROPOSED LIGHT POLE

PROPOSED JUNCTION BOX W/ ELECTRICJB

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

ASPHALT

1 VALVES, MANHOLE LIDS, INLET TOPS &

METAL LIDS TO BE ADJUSTED TO GRADE

EXISTING PIPE TO BE EXTENDED/

CONNECTED TO NEW STRUCTURES AS

NECESSARY, USING SAME MATERIAL

3 RELOCATE EXISTING UTILITY

AS NECESSARY

VA PROVIDED CONDUIT, LOCATION

SUBJECT TO CHANGE, COORDINATE

WITH COR

A

4 REMOVE & REPLACE INLET FRAME &

GRATE AS NECESSARY

VERIFY DEPTH & LOCATION OF PIPES

PRIOR TO REMOVAL & INSTALLATION

OF NEW STRUCTURES

6 ADJUST CURB AS NECESSARY TO MATCH

EXISTING INLET

7 GRADE OF ROAD TO MATCH EXISTING

HEATED CONC SIDEWALK

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

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

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

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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'

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AutoCAD SHX Text Christopher W. Geary

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PE# 17277

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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AutoCAD SHX Text 666-17-104

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AutoCAD SHX Text Grading & Utility Plan 'T'

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CS174

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AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

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PE# 17277

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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CONSULTANTS:

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SEE SHEET CS175 CS175

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SEE SHEET CS173 CS173

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SEE SHEET CS172 CS172

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T

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

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TS

RQP

ONM

LKJ

HGF

DCB

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SITE SYMBOL - IMPROVEMENTS

CONCRETE CURB AND GUTTER

CONCRETE

LIGHT POLE

PROPOSED STORM WATER PIPE

PROPOSED STORM WATER STRUCTURE

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR605

PROPOSED LIGHT POLE

PROPOSED JUNCTION BOX W/ ELECTRICJB

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

ASPHALT

1 VALVES, MANHOLE LIDS, INLET TOPS &

METAL LIDS TO BE ADJUSTED TO GRADE

EXISTING PIPE TO BE EXTENDED/

CONNECTED TO NEW STRUCTURES AS

NECESSARY, USING SAME MATERIAL

3 RELOCATE EXISTING UTILITY

AS NECESSARY

VA PROVIDED CONDUIT, LOCATION

SUBJECT TO CHANGE, COORDINATE

WITH COR

A

4 REMOVE & REPLACE INLET FRAME &

GRATE AS NECESSARY

VERIFY DEPTH & LOCATION OF PIPES

PRIOR TO REMOVAL & INSTALLATION

OF NEW STRUCTURES

6 ADJUST CURB AS NECESSARY TO MATCH

EXISTING INLET

7 GRADE OF ROAD TO MATCH EXISTING

HEATED CONC SIDEWALK

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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

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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…

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