666-17-104_06_Grading_Part1.pdf

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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 number is 36C25923R0039 and is for the Z2DA Resurface Road and Parking Phase 3 project numbered 666-22-123. The agency is seeking offers to resurface roads and a parking area at phase 3 of a project. The response due date and anticipated award date were not provided, nor were any pricing, set-aside, or incumbent details included in this brief description. Additional information would be needed to fully understand the requirements and evaluation criteria for this contracting opportunity.

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_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
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BLDG

BLDG

GARAGE

GARAGE

GAR

GAR

BLDG

BLDG

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BLDG

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QUARTERS RD.

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CONC.WALLSILL

3916.12 ELEC.

DOOR

3927.08

FFE

3927.68

FFE

3927.73 SILL

3927.14

SILL

3927.76

SILL

3927.78

SILL 3928.47

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SILL 3928.67

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3928.70

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3928.32

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(TYP.)

SILL

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(TYP.)

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8" TERRACOTTA

6"

6" 6"

6"

6"

6"

6"

6"

6" T

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RA

CO

TT

A

6" PVC6" DIP

6" DIP

6" PVC

6" D

IP

6"

ENDWALL #16

INV: 3916.00DMH 12

RIM: 3927.33

INV IN: 3921.33

INV OUT: 3920.23

DMH 13

TG: 3922.81

INV IN: 3921.16

INV OUT: 3921.16

DMH 14

TG: 3921.58

INV IN(S): 3920.03

INV IN(W): 3919.98

INV OUT: 3919.98

INLET 4

TG:3918.33

INV IN(W): 3916.43

INV IN: 3916.38

INV OUT: 3916.19

INLET 5

TG: 3917.16

INV IN(W): 3914.86

INV IN: 3914.56

INV OUT: 3914.46

INLET 6

TG: 3912.98

INV IN(W): 3910.78

INV IN: 3910.78

INV OUT: 3910.58

INLET 8

TG: 3910.23

INV IN(W): 3907.73

INV IN: 3907.63

INV OUT: 3907.63 INLET 9

TG: 3906.14

INV IN(W): 3903.69

INV IN: 3903.74

INV OUT: 3903.64

DMH 12A

RIM: 3927.20

INLET 2B

TG: 3927.28

INLET 60

TG: 3926.43

INV OUT: 3925.33

D

D

S

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CS

CS

CS

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23 392

17 39

23 39

3924 3923

3922 39

SAN

SAN

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SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SSWR MH-9

RIM = 3917.40

SSWR

MH-10

SSWR MH-11

RIM = 3927.93

TOP DROP PIPE=3919.83

SSWR MH-12

RIM = 3928.32

INV IN SE=3916.92

INV OUT NE=3916.92

SAN

SAN

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PROVIDE POSITIVE DRAINAGE

AWAY FROM BUILDINGS AND PAVEMENT.

REGRADE LOW POINTS AS NECESSARY.

PROVIDE POSITIVE DRAINAGE

AWAY FROM BUILDINGS AND PAVEMENT.

REGRADE LOW POINTS AS NECESSARY.

PROVIDE POSITIVE DRAINAGE TO THE

GREATEST EXTENT POSSIBLE. ANY LOW POINT

NEEDED SHALL NOT BE LOCATED OVER UTILITIES

AND SHALL BE GRADED TO BE SHALLOW

TYPE A INLET-7

TG:3921.12

INV. OUT:3917.71

SUMP:3916.71

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

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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

O N

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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

O M

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N

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H R

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P

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A

R Y

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I N

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U N

D R

I F

E

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

O N

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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

O M

I

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H R

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F

E

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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PE# 17277

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ARCHITECT/ENGINEERS:

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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CS155

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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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SEE SHEET CS159 CS159

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SEE SHEET CS156 CS156

CO

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T

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AR

D

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EB

CONC. WALL

FREEDOM LANE

TRANS.

IRRIG.

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C

CMH

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IRRIG.

LID

EB

(2) TRANS.

S

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BLDG

71N

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BLDG

BLDG

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QUARTERS RD.

UST

LIDS

EB

IRRIG.

BOX

IRRIG.

BOX

IRRIG.

BOX

W

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CONC.WALL

CONC.WALLSILL

3916.12 ELEC.

M

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RIM=3895.48

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8"

6"

12" PVC

12" PVC

12" 4"

12" PVC

DMH 16

RIM: 3889.26

INV IN: 3874.76

INV IN: 3874.76

INV OUT: 3874.76

DMH 17

RIM: 3887.20

INV IN: 3874.20

INV OUT: 3874.20

ENDWALL #18

INV: 3873.10

DMH 20

RIM: 3879.54

INV IN: 3873.64

INV IN: 3873.64

INV OUT: 3873.64

DMH 19

RIM: 3881.69

INV IN: 3875.04

INV IN: 3873.69

INV OUT: 3873.69

INLET 16

RIM: 3883.49

INV OUT: 3880.59

INLET 12B

TG: 3888.44

INV IN: 3883.24

INV OUT: 3883.24

DMH 23

RIM: 3886.60

INV IN: 3876.20

INV IN: 3876.20

INV IN(S): 3876.30

INV OUT: 3876.10

INLET 14

TG: 3883.76

INV OUT: 3878.51

8" DRAIN

8" DRAIN

12" CMP

INV: 3883.47

D

D

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D

D

D

S D

S D

INLET 15

DDMH 18

8"

S

D

CS

CS

PARKING

LOT 21

3903 3902

3900 3899

3898 3897

3895 3894 3893

3892 38 91 38

89 3888

86 38

84 38

79 38

39003905

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SSWR MH-50

RIM = 3880.96

INV IN NW 3873.2

INV OUT SE 3873.1

SSWR MH-8

RIM = 3900.63

INV IN NW=3891.73

INV OUT SE=3891.78

SSWR MH-9

RIM = 3917.40

SAN

SSWR

MH-7

SAN

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GAS

GAS

GAS

GAS

GAS

GAS

GAS

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F

O

F

O

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

SAN

E

E

E

E

E E

E

E

E

F

SWCT

SWCT

PH

AS

E

PH

AS

E

TYPE A INLET 12A

TG:3886.59

INV. IN:3881.37(SW-12")

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

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RQP

ONM

LKJ

HGF

DCB

I

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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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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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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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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 C

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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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AutoCAD SHX Text Grading & Utility Plan 'B'

AutoCAD SHX Text

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AutoCAD SHX Text Resurface Roads And Parking Lots

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CS156

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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

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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 CS160 CS160

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SEE SHEET CS157 CS157

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SEE SHEET CS160 CS160

SEE SHEET CS155 CS155

COAST GUARD LANE

COAST GUARD LANE

TRANS.

IRRIG.

VLV.

C

CMH

E EMH

EB

(2) TRANS.

EB

CONC. WALL

C CMH

EB

EB

EB

P PMH

EB

PARKING LOT 12

EB

BLDG

S

S

S

S

UST LIDS

BLDG

71N

IRRIG.

BOX

S

D

S

D

S

D

S

D

S

D

S

D

S D

S D

S

D

S

D

S

D

6"

3"3"

12" PVC

12" PVC

12"

6"

18"

PVC

" P

VC

" P

VC

12" PVC

12" PVC

INLET 50B

TG: 3862.37

INV OUT: 3860.07

(FILLED WITH WATER)

DMH 29

RIM:3863.16

INV IN(W):3859.86

INV IN(S):3859.46

INV OUT:3859.31

ENDWALL #19

INV: 3866.30

ENDWALL #18

INV: 3873.10

DMH 20

RIM: 3879.54

INV IN: 3873.64

INV IN: 3873.64

INV OUT: 3873.64

INLET 17

RIM: 3881.36

INV OUT: 3878.26

DMH 21

RIM: 3881.01

INV IN: 3876.81

INV IN: 3876.81

INV OUT: 3876.81

INLET 16

RIM: 3883.49

INV OUT: 3880.59

INLET 12B

TG: 3888.44

INV IN: 3883.24

INV OUT: 3883.24

DMH 23

RIM: 3886.60

INV IN: 3876.20

INV IN: 3876.20

INV IN(S): 3876.30

INV OUT: 3876.10

INLET 23

DMH 28

RIM: 3871.10

INV IN: 3867.10

INV IN: 3867.10

INV IN: 3867.10

INV OUT: 3867.10

INLET 28

RIM: 3873.37

INV OUT: 3870.37

D

D

D

D

D

D

D

D

S D

S D

INLET 15

79 38

38533854

59 3859

3877387838793882

SAN

SAN

SAN

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN

SAN SAN SAN SAN

SSWR MH-5

RIM = 3864.13

INV IN SW=3855.93

INV IN SW=3855.88

INV OUT NE=3855.93

SSWR MH-50

RIM = 3880.96

INV IN NW 3873.2

INV OUT SE 3873.1

SSWR MH-49

RIM = 3881.51

INV IN NW 3874.9

INV OUT SE 3874.8

INV IN NE 3875.7

SSWR

MH-6

SAN

GAS GAS GAS

GAS

GAS GAS GAS GAS GAS GAS

GA

S

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

CWR

E

E

E

E

E

E

E

E

E

E

E

E

E

E

I

R

I

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I

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I

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F

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F

O

C O

M M

C O

M M

C O

M M

C

O

M

M

C

O

M

M

C

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M

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M

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M

C

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IR

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I

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I

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IR

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I

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IR

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E E

E

E

E

E

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E

E

E

E

E

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E

E E

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SH

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I

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I

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GA

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S

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S

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SWCT

TYPE A INLET-25

TG:3876.72

INV. OUT:3874.01

SUMP:3873.01

TYPE A INLET-27

TG:3875.31

INV. OUT:3872.31

SUMP:3871.31

TYPE A INLET-29

TG:3871.15

INV. OUT:3868.69

SUMP:3867.69

49' of

12" HDPE PIPE

TYPE A INLET-50

INV. IN:3859.93(W-12")

INV. OUT:3859.92

SUMP:3858.924' of

12" PVC PIPE

A

A

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

V

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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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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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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

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 'C'

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AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CS157

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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 CS161 CS161

AutoCAD SHX Text

SEE SHEET CS158 CS158

AutoCAD SHX Text

SEE SHEET CS161 CS161

S

BLDG

UST LIDS

C CMH

EEMH

UP W/

ELEC. BOX

CA

VA

LR

Y

LA

NE

M

S

C

CMH

S

D

S

D

S

D

S

D

S

D

S

D

S

D

12"

3"

INLET 50B

TG: 3862.37

INV OUT: 3860.07

ENDWALL #21

INV: 3849.69

INLET 50A

TG: 3862.25

INV OUT: 3859.65INLET 50C

TG: 3862.45

(FILLED WITH WATER)

COAST GUARD LANE

SSWR

MH-3

RIM:3895.27

3850 3849

38583859

38613862

38553856

38523852

38533852

38533854

SAN SAN SAN

SAN

SAN

SAN

SA

N

SSWR MH-4

RIM = 3862.36

INV IN SE=3849.96

INV IN S=3850.06

INV OUT NE=3850.06

SA

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

GAS

GAS

GAS GAS

GAS GAS GAS

GAS

GAS GAS GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

F O

F

O

F

O

F

O

F O

C O

M M

C O

M M

C O

M M

C O

M M

C

O

M

M

C

O

M

M

C O

M

M

C

O

M

M

C

O

M

M

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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IR

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E

E

E

E E

E

E E

ESH SH SH SH SH

SH SH SH

H

38593860

PHASE 3

PHASE 2

PHASE 2

PHASE 3

TYPE A INLET-50

TG:3862.46

INV. IN:3859.93(W-12")

INV. OUT:3859.92

SUMP:3858.92

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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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'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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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

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 'D'

AutoCAD SHX Text

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AutoCAD SHX Text Resurface Roads And Parking Lots

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CS158

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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

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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 CS162 CS162

SEE SHEET CS157 CS157

BLDG

BLDG

BLDG

BLDG

GAR

BLDG

QUARTERS RD.

EM

EM

EBCB

EBCB

EB

GM

GM

GM

EM

DS

DS

DS

EM

EM

DS

DS

FREEDOM LANE

FREEDOM LANE

SILL

3929.25

DS

EM

SILL

3929.29

TRANS. SILL

3929.30

DS

WW

(TYP.)

SILL

3929.24

EM

FFE

3929.55

FFE

3929.54

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12" PVC

8" TERRACOTTA

8" PVC

8"

TERRACOTTA

6" PVC

6" DIP

6" DIP

6" DIP

6" DIP

ENDWALL #13

INV: 3919.73

ENDWALL #14

INV: 3912.83

ENDWALL #14A

INV: 3921.39

ENDWALL #15

INV: 3914.49

ENDWALL #16

INV: 3916.00

DMH 10

RIM: 3927.63

INV IN:3921.88

INV OUT: 3920.63

DMH 11

CONC. LID: 3922.99

DMH 12

RIM: 3927.33

INV IN: 3921.33

INV OUT: 3920.23

INLET 2A

TG: 3928.79

INV OUT:3927.87

D

D

S

D

CS

CS

CS

3925 3924

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SSWR MH-13

RIM = 3929.74

INV IN SE=3918.84

INV OUT NW=3918.84

SSWR MH-14

RIM = 3929.45

INV IN SE=3922.19 TOP PIPE

INV OUT NW=3921.14

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

GAS

GAS

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GAS

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DEPTH OF EXISTING GAS SHALL BE

VERIFIED BY CONTRACTOR PRIOR TO

CONSTRUCTION. APPROPRIATE

COVER SHALL BE PROVIDED. THE

CONTRACTOR MAY HAVE TO

VERTICALLY RELOCATE THE GAS

LINE AS NECESSARY TO COMPLETE

ROADWAY IMPROVEMENTS.

CONTRACTOR SHALL COORDINATE

WITH COR FOR DETERMINATION.

PROVIDE POSITIVE DRAINAGE TO THE

GREATEST EXTENT POSSIBLE. ANY LOW POINT

NEEDED SHALL NOT BE LOCATED OVER UTILITIES

AND SHALL BE GRADED TO BE SHALLOW

NEEDED SHALL NOT BE LOCATED OVER UTILITIES

AND SHALL BE GRADED TO BE SHALLOW

TYPE A INLET - 3B

TG:3926.16

INV. OUT:3923.26

SUMP:3923.26

TYPE A INLET-3

TG:3925.47

INV. OUT:3921.63

SUMP:3920.63

21' of

12" HDPE PIPE

TYPE A INLET-3A

TG:3925.47

INV. IN:3921.05(W-12")

INV. OUT:3921.05

SUMP:3920.05

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

W

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TS

RQP

ONM

LKJ

HGF

DCB

I

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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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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

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

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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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CS159

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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

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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

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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 CS163 CS163

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SEE SHEET CS160 CS160

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SEE SHEET CS160 CS160

SEE SHEET CS155 CS155

BLDG

71N

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IRRIG.

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MARINE CORPS LANE

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12"

4"

12" PVC

" P

VC

12" PVC

DMH 15

RIM: 3887.20

INV IN: 3883.80

INV IN: 3875.30

INV OUT: 3875.30

INLET 12B

TG: 3888.44

INV IN: 3883.24

INV OUT: 3883.24

DMH 23

RIM: 3886.60

INV IN: 3876.20

INV IN: 3876.20

INV IN(S): 3876.30

INV OUT: 3876.10

INLET 14

TG: 3883.76

INV OUT: 3878.51

INLET 11

TOP OF BOX: 3885.18

INV. 4" OPENING: 3885.13

INV IN: 3883.30

INV OUT: 3883.00 DMH 22

RIM: 3887.02

INV IN(SE):3881.18

INV IN: 3881.18

INV OUT: 3881.18

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DMH 9

RIM: 3891.70(PLANS)

INV IN: -15.25'

INV OUT: -15.40'

S

D

S

D

D

INLET 21INLET 21A

DMH 23A

INLET 20

INLET 19

INLET 18

12"6"

18"

6" 6"

6"

12"

12"

12"

8"

PARKING

LOT 20

INDEPENDENCE LANE

04 3903

3901 3899

INV IN NW 3873.2

INV OUT SE 3873.1

ST

ST

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ST

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CWR

CWR

CWR

CWR

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R

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PHASE 1

PHASE 3

12' of

12" HDPE

TYPE A INLET-12C

TG:3886.71

INV. OUT:3883.24

SUMP:3882.24

TYPE A INLET - 12

TG:3886.60

INV. IN:3882.03(W-12")

INV. OUT:3882.03

SUMP:3881.03

TYPE A INLET - 35

TG:3892.13

INV. IN:3885.59(S-8")

INV. OUT:3885.59

SUMP:3884.59

TYPE A INLET - 36

TG:3892.11

INV. IN:3884.99(SE-12")

INV. IN:3888.74(NE-12")

INV. OUT:3884.99

SUMP:3883.99

TYPE A INLET - 12D

TG:3886.59

INV. IN:3881.83(NW-12")

INV. OUT:3881.83

SUMP:3880.83

TYPE A INLET 12A

TG:3886.59

INV. IN:3881.37(SW-12")

INV. OUT:3881.37

SUMP:3880.37

21' of

12" HDPE PIPE

13' of

12" HDPE PIPE

TYPE A INLET 35A

TG:3891.93

INV. OUT:3888.93

SUMP:3887.93

10' of

12" HDPE PIPE

29' of

12" HDPE PIPE

22' of

12" HDPE PIPE

2 2

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

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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 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

AutoCAD SHX Text

AutoCAD SHX Text Grading & Utility Plan 'F'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CS160

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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 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 CS164 CS164

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SEE SHEET CS161 CS161

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SEE SHEET CS164 CS164

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SEE SHEET CS161 CS161

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SEE SHEET CS159 CS159

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SEE SHEET CS156 CS156

COAST GUARD LANE

X

X

X

C CMH

EB

EB

P PMH

EB

EB

CONC. WALL

S

S

S

PARKING LOT 10

C CMH

E EMH

EB

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IRRIG.

BOX

BLDG

BLDG

71N

AI

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FO

RC

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LA

NE

EB

SM-1-7

E

EMH

C

CMH

IRRIG.

BOXES

IRRIG.

BOXESEB

EB

EB

SM-1-8

E EMHC CMH

EB

ELEC.

CONC. WALL

S

PARKING LOT 10

PARKING LOT 4

UST

LIDS

BLDG

X X

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IRRIG.

BOX

IRRIG.

BOX

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CO

MMH

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12" PVC

8"

8"

8"

6"

4"

12" PVC

18"

PVC

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VC

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VC

12" PVC

12" PVC

DMH 30

RIM: 3870.09

INV IN: 3863.09

INV OUT: 3862.99

INLET 50B

TG: 3862.37

INV OUT: 3860.07

(FILLED WITH WATER)

INLET 12B

TG: 3888.44

INV IN: 3883.24

INV OUT: 3883.24

DMH 23

RIM: 3886.60

INV IN: 3876.20

INV IN: 3876.20

INV IN(S): 3876.30

INV OUT: 3876.10

INLET 23

RIM: 3879.92

INV OUT: 3877.02

DMH 25

RIM: 3881.19

INV IN: 3871.94

INV OUT: 3871.94

DMH 24

RIM: 3883.00

INV IN: 3873.45

INV OUT: 3873.45

DMH 28

RIM: 3871.10

INV IN: 3867.10

INV IN: 3867.10

INV IN: 3867.10

INV OUT: 3867.10

DMH 27

RIM: 3875.73

INV IN: 3872.78

INV IN: 3872.78

INV IN: 3872.78

INV OUT: 3872.78

INLET 28

RIM: 3873.37

INV OUT: 3870.37

MH 26

RIM: 3876.79

D

D

D

D

D

D

D S

D

S

D

D

INLET 21INLET 21A

DMH 23A

INLET 20

INLET 19

INLET 18

6" 6"

6"

12"

12"

12"

S

D

PARKING

LOT 13

PARKING

LOT 20

CONC. WALL

SSWR

MH-18

RIM:3875.36

INDEPENDENCE LANE

BLDG

3879 38

3885 3884

763881

SA

N

SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN

SAN SAN SAN SAN

SA

N

SA

N

SAN

SA

N

SA

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

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SA

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SA

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SSWR MH-5

RIM = 3864.13

INV IN SW=3855.93

INV IN SW=3855.88

INV OUT NE=3855.93

INV IN NW 3873.2

INV OUT SE 3873.1

SSWR

MH-6

S

SSWR

MH-19

SSWR

MH-17

SSWR

MH-15

SAN

S

SSWR

MH-22

SA

N

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GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS GAS GAS GAS GAS

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SWCT

SW

CT

38633864

PHASE 1

PHASE 3

TYPE A INLET-12C

TG:3886.71

INV. OUT:3883.24

SUMP:3882.24

TYPE A INLET-22

TG:3883.23

INV. IN:3878.63(E-12")

INV. OUT:3878.63

SUMP:3877.63

TYPE A INLET-25

TG:3876.72

INV. OUT:3874.01

SUMP:3873.01

TYPE A INLET-26

TG:3876.74

INV. OUT:3874.23

SUMP:3873.23

TYPE A INLET-29

TG:3871.15

INV. OUT:3868.69

SUMP:3867.69

12" HDPE PIPE

TYPE A INLET-50

INV. IN:3859.93(W-12")

INV. OUT:3859.92

SUMP:3858.924' of

12" PVC PIPE

4A

A

12" HDPE PIPE

29' of

12" HDPE PIPE

TYPE A INLET-22A

TG:3883.71

INV. OUT:3879.11

SUMP:3878.11

25' 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

E

T

O N

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I N

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U N

D R

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O N

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I N

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U N

D R

E

T

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

O M

I

N

G

C

H R

I

S

T

O

P

H

E R

A

R Y

O N

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I N

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U N

D R

F

E

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

O N

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I N

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E

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O N

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I N

E

H

U N

D R

E

T

O N

E

I N

O

H

U N

D R

E

T

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

O M

I

N

G

C

H R

I

S

T

O

P

H

E R

A

R Y

O N

E

I N

O

H

U N

D R

F

E

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

AutoCAD SHX Text

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 'G'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CS161

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

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 CS165 CS165

AutoCAD SHX Text

SEE SHEET CS162 CS162

AutoCAD SHX Text

SEE SHEET CS165 CS165

AutoCAD SHX Text

SEE SHEET CS162 CS162

AutoCAD SHX Text

SEE SHEET CS160 CS160

AutoCAD SHX Text

SEE SHEET CS160 CS160

AutoCAD SHX Text

SEE SHEET CS157 CS157

SEE SHEET CS157 CS157

S

C CMH

EEMH

UP W/

ELEC. BOX

CA

VA

LR

Y

LA

NE

AR

MY

LA

NE

AR

MY

LA

NE

PARKING LOT 10

EB

C CMH

E

EMH

EB

SM-3-5

M

M

SH

SH

SH

PARKING LOT 10

S

BLDG

IRRIG.

BOX

3 EB

SH

S

D

S

D

S

D

S

D

12"

3"

12"

12"

" H

DP

E

DMH 30

RIM: 3870.09

INV IN: 3863.09

INV OUT: 3862.99

DMH 31

RIM: 3865.43

INV IN: 3861.68

INV OUT: 3861.63

INLET 50B

TG: 3862.37

INV OUT: 3860.07

(FILLED WITH WATER)

D

D

COAST GUARD LANE

SSWR

MH-41

RIM:3863.25

58 38

56 38

55 38 54 38

52 38

SA

N

SAN SAN SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SSWR MH-4

RIM = 3862.36

INV IN SE=3849.96

INV IN S=3850.06

INV OUT NE=3850.06

SSWR

MH-17

S

S

S

S

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SAN SAN SAN SAN SAN SAN SAN

SSWR

MH-16

SSWR

MH-40

SSWR

MH-2

GAS

GAS GAS

GAS GAS GAS

GAS

GAS GAS GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

E

E

I R

I R

I R

I R

F

O

F

O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

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IRRIG.

BOX

E E

E

E E

E E

E

E

E

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SH SH SH

SA

N

SA

N

SA

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SA

N

SA

N

SA

N

L

D

38593860

PHASE 3

PHASE 2

PHASE 2

PHASE 3

PHASE 2

PHASE 3

23' of

12" HDPE

TYPE A INLET-46

TG:3867.47

INV. IN:3862.36(W-12")

INV. OUT:3862.36

SUMP:3861.36

TYPE A INLET-45

TG:3867.50

INV. IN:3862.59(W-12")

TYPE A INLET-50

TG:3862.46

INV. IN:3859.93(W-12")

INV. OUT:3859.92

SUMP:3858.92

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

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RQP

ONM

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HGF

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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

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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ARCHITECT/ENGINEERS:

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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AutoCAD SHX Text Sheridan, WY

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AutoCAD SHX Text 666-17-104

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CS162

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PE# 17277

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ARCHITECT/ENGINEERS:

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