666-17-104_10_Profiles.pdf
PDF 9 MB Posted
- Solicitation number
- 36C25923R0039
About this file
This set of documents includes engineering plans and specifications for resurfacing roads and parking lots at the Sheridan VA Medical Center in Sheridan, Wyoming. The project involves resurfacing over 15 roads and parking areas totaling approximately 7 miles in length. Improvements include milling and overlaying existing asphalt surfaces, repairing pavement failures, adjusting utility structures, and replacing drainage inlets. The plans provide details on existing conditions, proposed work, road profiles, and utility locations. Specifications address materials, construction methods, and quality requirements. The related solicitation seeks offers for the resurfacing work with an award date in late 2022. The Department of Veterans Affairs Veterans Health Administration will administer the contract valued at over $3 million to be awarded as a 100% SDVOSB set-aside.
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SW
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COAST GUARD LANE COAST GUARD LANE COAST GUARD LANE
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12" PVC
8" 8"
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18"
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12" PVC
12" PVC
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TYPE A INLET-25
TG:3876.72
INV. OUT:3874.01
SUMP:3873.01
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
TG:3862.46
INV. IN:3859.93(W-12")
INV. OUT:3859.92
SUMP:3858.92
4' of
12" PVC PIPE
INLET 50B
TG: 3862.37
INV OUT: 3860.07
INLET 50C
TG: 3862.45
(FILLED WITH WATER)
INLET 23
RIM: 3879.92
INV OUT: 3877.02
DMH 28
RIM: 3871.10
INV IN: 3867.10
INV IN: 3867.10
INV IN: 3867.10
INV OUT: 3867.10
DMH 27
INLET 28
RIM: 3873.37
INV OUT: 3870.37
INLET 29
RIM: 3871.71
STA: 14+83.28
INV OUT:3868.61
INLET 25
RIM: 3877.40
STA: 15+95.14
INV OUT: 3874.20
(T.B.R.)
(T.B.R.)
SSWR MH-5
RIM=3864.13
INV IN(SW)=3855.93
INV IN(SW)=3855.88
INV OUT=3855.93
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PVI ELEV: 3865.02
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LVC: 100.00
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RIM: 3873.37
STA: 15+13.02
INV OUT: 3870.37
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PIPE
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LINE
COMM. LINE
GAS LINE
COMM. LINE
GAS LINE
6" STRM PIPE
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GAS LINE
GAS LINE
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ELEC. LINE
ELEC.
LINE
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IRRIG. LINE
ELEC. LINE
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ADJUST RIM TO GRADE
NEW RIM=3863.99
92' of 12" PVC S=0.062
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STA. 15+43.77
INV. 3870.89
EXTENDS TO DMH28
REPLACE INLET GRATE
ADJUST RIM TO GRADE
NEW RIM=3875.63
INLET 50
TG: 3862.33
STA: 10+11.94
INV OUT: 3859.92
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SITE SERIAL: 2019290075
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SITE SERIAL: 2019290075
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PLAN VIEW
SCALE: 1"=30'
COAST GUARD LANE - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3' SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
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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
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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CS218
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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
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AutoCAD SHX Text 666-17-104
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CONSULTANTS:
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SEE SHEET CS219 CS219
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SEE SHEET CS219 CS219
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INV IN: 3874.20
INV OUT: 3874.20
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
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RIM: 3883.49
INV OUT: 3880.59
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RIM: 3886.60
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PVI ELEV: 3882.08
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PVI STA: 23+12.90
PVI ELEV: 3896.31
K: 30.87
LVC: 150.00
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HIGH PT ELEV: 3895.66
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RIM=3880.96
INV IN=3873.20
INV OUT=3873.10
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INV IN=3874.90
INV OUT=3874.80
6' WIDE VALLEY GUTTER ADJUST RIM TO GRADE
NEW RIM=3895.61
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SAN PIPE
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COMM. LINE
12" STRM PIPE
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CABLE LINE
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COMM. LINE
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INLET 16
RIM: 3883.49
STA: 19+32.89
INV OUT: 3880.59
SAN PIPE
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RIM: 3881.36
STA: 17+71.85
INV OUT: 3878.26
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RIM: 3881.01
STA: 17+82.48
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NEW RIM=3881.22
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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
PLAN VIEW
SCALE: 1"=30'
COAST GUARD LANE - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
AutoCAD SHX Text
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AutoCAD SHX Text E
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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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CONSULTANTS:
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Road Profile Plan 'K'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Resurface Roads And Parking Lots
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CS219
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANTS:
SEE SHEET CS218 CS218
180181182183184185
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.SWCT
LP
E.O.P.
SS QUARTERS RD.
QUARTERS RD.
SILL
3916.12
20 3900
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGAS
E E E E E E
COMM
COMM
C O
M M
C O
M M
C O
M
M COMM COMM COMM COMM COMM COMM
C O
M M
E E E
E
E
IR
IR
IR
GAS
GAS GAS GAS GAS
ADJUST RIM TO GRADE
NEW RIM=3917.50
SSWR MH-8
RIM=3900.63
INV IN NW=3891.73
INV OUT SE=3891.78
ADJUST RIM TO GRADE
NEW RIM=3900.55
SAN
SAN
SAN
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
180+00
.8
.94
181+00
.3
.13 182+00
.4
.76
183+00
.5
.58
184+00
.3
.45
185+00
.7
.66
5.75%
6.00%
6.25%
4.50%
3.75%
6.50%
GR
AD
E
BR
EA
K
ST
A
0+
.00
EL
EV
3.9
GR
AD
E
BR
EA
K
ST
A
3+
.10
EL
EV
1.4
GR
AD
E
BR
EA
K
ST
A
4+
.82
EL
EV
5.5
GR
AD
E
BR
EA
K
ST
A
2+
.83
EL
EV
7.1
PVI STA: 180+47.09
PVI ELEV: 3895.71
K: 18.18
LVC: 50.00
BV
CS
: 1
+2 2.0
BV
CE
: 3
4.7
EV
CS
: 1
+7 2.0
EV
CE
: 3
7.3
PVI STA: 181+05.95
PVI ELEV: 3899.53
K: 12.50
LVC: 25.00
BVCS: 180+93.45
BVCE: 3898.72
EVCS: 181+18.45
EVCE: 3900.09
HIGH PT. STA: 181+18.45
HIGH PT ELEV: 3900.09
EXISTING
GRADE
PROPOSED
GRADE
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
GAS
ELEC. LINE
SSWR MH-9
RIM=3917.40
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.
.94
EL
EV
3.9
0+00
.8
1+00
.8
.77
1+82.41
.6
0.50% 1.01% -1.30%
GR
AD
E
BR
EA
K
ST
A
0+
.87
EL
EV
4.9
GR
AD
E
BR
EA
K
ST
A
0+
.82
EL
EV
5.6
GR
AD
E
BR
EA
K
ST
A
1+
.43
EL
EV
5.4
LVC: 50.00
BV
CS
: 1 +0
3.4
BV
CE
: 3
5.7
EV
CS
: 1 +5
3.4
EV
CE
: 3
5.5
8HIGH PT. STA: 1+17.34
HIGH PT ELEV: 3925.82
EXISTING
GRADE
PROPOSED
GRADE
6" STRM PIPE
LP
BLDG22
QUARTERS RD.
QUARTERS RD.
FREEDOM LANE
S
D
S
D
S
D
8" PVC
6" TERRACOTTA
12" PVC
S D
S D
3927 39
ST
ST
ST
ST
I
R
I
R
I
R
I
R
I R
SH
SH
SH
SH
E
E
TYPE A INLET-3
TG:3925.47
INV. OUT:3921.63
SUMP:3920.63
TYPE A INLET - 2
TG:3924.83
INV. OUT:3922.76
SUMP:3921.76
5' of 8" PVC 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 INV: 3919.73
O N
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E
T
O N
E
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
O N
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O N
E
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
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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
PLAN VIEW
SCALE: 1"=30'
QUARTERS ROAD - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
QUARTERS ROAD SPUR - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
PLAN VIEW
SCALE: 1"=30'
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
AutoCAD SHX Text
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 Road Profile Plan 'L'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Resurface Roads And Parking Lots
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CS220
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANTS:
SEE SHEET CS221 CS221
192E.
O.
P.
E.
O.
P.
E.O .P.
SW
CT
SWCT
E.O .P.
S
GAR
GAR
BLDG
BLDG
QU
AR
TE
RS
R D.
GM
BURIED
PAVERS
GM
S
CO
3927.78
SILL 3928.47
SILL 3928.67
SILL
3928.70
GM
FFE
3928.32
WW
(TYP.)
SILL
3929.25
WW
(TYP.)
S
D
S
D
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
GAS
GAS
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
E
E
E E
E
E
E
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
M
M
E
E
E
F
O
F O
F O
F
O
SAN
SAN
DS
DS
DS
DS
DS
INLET 2B
TG: 3927.28
SSWR MH-11
RIM=3927.93
TOP DROP PIPE=3919.83
ADJUST RIM TO GRADE
NEW RIM=3927.69
SAN SAN
SAN
SAN
SAN
SAN
SAN SAN SAN
2.25% 1.50%
0.74%
0.50% GR
AD
E
BR
EA
K
ST
A
6+
.01
EL
EV
5.5
GR
AD
E
BR
EA
K
ST
A
6+
.58
EL
EV
6.0
GR
AD
E
BR
EA
K
ST
A
7+
.32
EL
EV
6.8
PVI STA: 185+51.62
PVI ELEV: 3923.88
K: 25.00
LVC: 100.00
EV
CS
: 1
+0 1.6
EV
CE
: 3
5.0
BV
CS
: 1
+0 4.4
BV
CE
: 3
8.5
EXISTING
GRADE
PROPOSED
GRADE
SAN SAN
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
WATER LINE
SAN PIPE
SAN PIPE
SAN PIPE
ELEC. LINE
SAN PIPE
ELEC. LINE
SAN PIPESAN PIPE
ELEC. LINE
SAN PIPE
ELEC. LINE
SAN PIPE
STRM PIPE
ELEC. LINE
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.
186+00
.1
.97
187+00
.1
.35
188+00
.8
.02
189+00
.9
.52
190+00
.3
.02
191+00
.0
.52
192+00
.4
.95
E.O .P.
E.O.P.
E.O.P.
SWCT
E.O.P.
E.O.P.
S
BLDG
GARAGE
GARAGE
QUARTERS RD.
QUARTERS RD.
GAS
DOOR
3927.08
FFE
3927.68
FFE
3927.73
SILL
3927.14
SILL
3927.76SILL
3927.78
S
D
39253927
SA
N
SA
N
SA
N
SAN SAN SAN SAN SAN
SA
N
SA
N
GAS
GAS
GAS
GAS
GAS GAS
GAS
ST ST
E
E
E
E
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
E
E E
E
E
E
E
E
F
O
F
O
F
O
F
O
F
O
3925 39
TYPE A INLET-7
TG:3921.12
INV. OUT:3917.71
SUMP:3916.71
DS
DS
DS
DS
INLET 60
TG: 3926.43
INV OUT: 3925.33
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H
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O N
E
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D R
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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
O N
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O N
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I N
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H
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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
PLAN VIEW
SCALE: 1"=30'
QUARTERS ROAD - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
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
AutoCAD SHX Text
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 Road Profile Plan 'M'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Resurface Roads And Parking Lots
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CS221
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
SEE SHEET CS220 CS220
AutoCAD SHX Text
SEE SHEET CS220 CS220
AutoCAD SHX Text
SEE SHEET CS222 CS222
SEE SHEET CS222 CS222
193194195196
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
SWCTSWCT
SWCTSWCT
LP
LP
SS
BLDG
18BLDG
19BLDG
20BLDG
GAR
BLDG
QUARTERS RD.
QUARTERS RD.
QUARTERS RD. GM
GM
GM
SILL
3929.25
SILL
3929.29
SILL
3929.30
WW
(TYP.)
SILL
3929.24
FFE
3929.55
FFE
3929.54
S
D
S
D
S
D
S
D
S
D
S
D
S D
6" PVC
8" PVC
6" TERRACOTTA
S
D
S
D
S
D
S
D
SANSANSANSANSANSANSANSANSANSAN
SAN
SAN
SAN
SAN
SAN SAN
SAN
SAN
GASGASGASGASGASGASGASGASGASGASGASGASGAS
GAS
GAS
GAS
GAS
GAS
ST
E
E
EEEE
C
O
M
M
C O
M M
C O
M M
C O
M M
COMM
COMMCOMM
COMM
C
O
M
M
C O
M M
COM
M
C O
M M
C
O
M
M
I
R
I
R
I
R
I
R
I
R
IR
IR
IR
IR
I R
I R
IR
IR
IR
IR
IR
IRRIG.
BOX
EE
E
E
E
E E
E
E
SH
SH
SH
SH
SH SH
F
O
F
O
FO
FO
F O
F
O
SAN
TYPE A INLET - 2
TG:3924.83
INV. OUT:3922.76
SUMP:3921.76
5' of
8" PVC
28' of
12" HDPE PIPE
DMH-1A
RIM:3915.50
INV. IN:3912.42(NW)
INV. OUT:3912.42
TYPE A INLET - 1
TG:3916.66
INV. OUT:3912.98
SUMP:3911.98
DS DS
DS DS
DS DS
DS
INV IN: 3921.33
INV OUT: 3920.23
INLET 2A
TG: 3928.79
INV OUT:3927.87
ENDWALL #11
INV: 3918.24
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.
INLET 2
TG: 3924.87
STA: 198+73.78
INV OUT: 3922.57
INLET 1
TG: 3915.17
STA: 200+47.34
INV OUT: 3912.42
(T.B.R.)
(T.B.R.)
SSWR MH-14
RIM=3929.45
INV IN SE=3922.19 TOP PIPE
INV OUT NW-3921.14
SSWR MH-13
RIM=3929.74
INV IN SE=3918.84
INV OUT NW=3918.84
ADJUST RIM TO GRADE
NEW RIM=3929.17
SAN SAN
SAN SAN SAN
SAN
SAN
SAN
-5.07%
-7.00%
-4.90%
-6.50%
-4.88%
-0.50%
GR
AD
E
BR
EA
K
ST
A
0+
.37
EL
EV
4.3
GR
AD
E
BR
EA
K
ST
A
0+
.76
EL
EV
5.9
93 GR
AD
E
BR
EA
K
ST
A
0+
.11
EL
EV
8.4
GR
AD
E
BR
EA
K
ST
A
8+
.59
EL
EV
4.8
PVI STA: 199+36.99
PVI ELEV: 3922.78
K: 31.29
LVC: 50.00
BV
CS
: 1
+1 1.9
BV
CE
: 3
4.0
EV
CS
: 1
+6 1.9
EV
CE
: 3
1.1
6 PVI STA: 198+26.56
PVI ELEV: 3928.18
K: 28.54
LVC: 125.00
BV
CS
: 1
+6 4.0
BV
CE
: 3
8.4
EV
CS
: 1
+8 9.0
EV
CE
: 3
5.1
PVI STA: 194+29.43
PVI ELEV: 3930.16
K: 650.00
LVC: 650.00
EV
CS
: 1
+5 4.4
EV
CE
: 3
8.5
HIGH PT. STA: 194+29.43
HIGH PT ELEV: 3929.35
EXISTING
GRADE
PROPOSED
GRADE
6" PVC PIPE
STA: 200+57.77
INV: 3912.12
28' of 12" HDPE Pipe S = 0.020
IN
LE
T
- 1
TG
:39
.66
ST
A:
0+
.03
IN
V.
O
UT
:39
.98
8" PVC PIPE
STA: 198+87.28
INV: 3922.11
5' of 8" PVC S = 0.037
IN
LE
T
- 2
TG
:39
.83
ST
A:
8+
.18
IN
V.
O
UT
:39
.76
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
D
MH
-1 A
TG
:39
.50
ST
A:
0+
.90
IN
V.
IN
:39
.42
(N W
IN
V.
O
UT
:39
.42
SAN PIPE
SAN PIPE
SAN PIPE
GAS LINE
ELEC. LINE
SAN PIPE
ELEC. LINE
ELEC. LINE
ELEC. LINE
WATER LINE
ADJUST RIM TO GRADE
NEW RIM=3928.76
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.
193+00
.8
.22
194+00
.8
.34
195+00
.7
.31
196+00
.5
.13
197+00
.1
.79
198+00
.0
.08
199+00
.6
.59
200+00
.6
.68
200+85.33
.9
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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
N
G
C
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P
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A
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D R
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
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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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I
N
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P
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A
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I N
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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
PLAN VIEW
SCALE: 1"=30'
QUARTERS ROAD - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
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
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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 Road Profile Plan 'N'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Resurface Roads And Parking Lots
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CS222
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANTS:
SEE SHEET CS221 CS221
70 71 72 73
LP
BLDG
37 AIR FORCE LANE
ST
AIR FORCE LANE
ST
UST
LIDS
PARKING LOT 7
PARKING LOT 17
S
D
S D
6" TERRACOTTA
6" DIP
15" RCP
18" RCPCS
SAN
SAN
SAN
SAN
SAN
GAS
GAS
GAS
ST
STSTST
ST
ST
ST
ST
ST
ST
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
E
IR
IR
I R
I R
SH
E E
E
E
SH
I R
I R
I R
I R
I R
I R
IRIR
IRIR
I R
I R
I R
I
R
IRIRIRIR
I R
C O
M M
78 38
TG:3870.84
INV. OUT:3868.35
SUMP:3867.35
38' of
12" HDPE PIPE
6' of
12" HDPE PIPE
60' of
12" HDPE PIPE
TYPE A INLET 42A
TG:3884.81
INV. IN:3881.71(W-12")
INV. OUT:3881.71
SUMP:3880.71
INLET 48
TG: 3877.57
INV IN:3873.87
INV OUT: 3873.87
INLET 49
TG: 3877.85
INV IN:3873.65
INV OUT: 3873.65
INLET 52 TG: 3870.45 INV IN:3868.75 (6")
71+00
.0
.01
72+00
.1
.24
73+00
.9
.05
74+00
.3
.34
3.30%
1.50%
4.15%
6.00%
4.60%
GR
AD
E
BR
EA
K
ST
A
+6 0.5
EL
EV
1.7
GR
AD
E
BR
EA
K
ST
A
+1 8.3
EL
EV
5.8
PVI STA: 70+34.50
PVI ELEV: 3872.00
K: 7.13
LVC: 10.00
BV
CS
: 7 0+
.50
BV
CE
: 3
1.7
EV
CS
: 7 0+
.50
EV
CE
: 3
2.2
EXISTING
GRADE
PROPOSED
GRADE
IN
LE
T
A
TG
:38
.81
ST
A:
+6 0.4
IN
V.
IN
:38
.71 (W
IN
V.
O
UT
:38
.71
60' of 12" HDPE Pipe S = 0.020
WATER LINE
COMM. LINE GAS LINE
IRRIG. LINE
INLET 49
TG: 3877.85
STA: 71+72.63
INV OUT: 3873.65
INLET 48
TG: 3877.57
STA: 71+69.10
INV OUT:3873.87
18" STRM PIPE
STEAM LINE
SAN PIPE
STEAM LINE
ELEC. LINE
WATER LINE
STEAM LINE
6' WIDE VALLEY
GUTTER
ADJUST TG TO GRADE
NEW RIM=3877.76
ADJUST TG TO GRADE
NEW RIM=3877.68
0 1 2 3
LP
S
S S
BLDG
AIR FORCE LANE
BLDG
ST
E
GV
PARKING LOT 4
(107 PARKING SPACES)
CO
S
D
S D
S D
S D
CS
HEATED
CONC SW
3886 3886 3885
SAN
SAN
SAN
SAN
SANSANSANSANSAN
SAN
S S
SAN
SAN
SAN
SAN
ABANDONED SSWR
SAN
GAS
GASGASGASGASGASGASGASGASGAS
GAS
GAS
GAS
GAS
ST
ST
ST
ST
E E
E
E E
E
E E EE
E
E
E
EEEEEE
E E
E
EE
E E
E
E E
E
E I R
I R
I R
I
R
C
O
M
M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
COMM
COMM
COMM
COMM
COMM
COMM
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
IRRIG.
BOX
SH
EE
E E
E
E E
E
SH SH
SH
SH
SH
SH
SH
SH
SH
IR
IR
IRIR
I R
I R
I R
I R
I R
IR
IR
IR
IR
IR
IR
IR
IR
IR
IRI
R
I R
I R
IR
IR
IR
IR
I R
I R
SHSHSH
I
R
I
R
I
R
IR IR IR IR IR
I R
I R
I R
I
R
I
R
I
R
I
R
I R
I R
I R
I R
I R
SH
SH
SH
SH
SHSH
SH
SH
SH
SH
IR
I R
I R
I
R
I
R
SH
I R
I R
I R
IR
IR
I
R
I R
I R
I R
I R
I
R CWS
CWS
CWR
CWR
E
E E
E
E E
E E
EE
TYPE A INLET-42
TG:3886.51
INV. OUT:3882.91
SUMP:3881.91
60' of
12" HDPE PIPE
DS
3" STRM PIPE
SAN
1.41% 1.58%
2.00% -1.00% 0.50%
GR
AD
E
BR
EA
K
ST
A
+6 9.7
EL
EV
7.7
GR
AD
E
BR
EA
K
ST
A
+3 0.0
EL
EV
7.1
GR
AD
E
BR
EA
K
ST
A
+0 0.0
EL
EV
6.4
GR
AD
E
BR
EA
K
ST
A
+9 0.7
EL
EV
6.9
PVI STA: 81+43.09
PVI ELEV: 3887.98
K: 16.67
LVC: 50.00
BV
CS
: 8 1+
.09
BV
CE
: 3
7.4
EV
CS
: 8 1+
.09
EV
CE
: 3
7.7
3HIGH PT. STA: 81+51.42
HIGH PT ELEV: 3887.81
PVI ELEV: 3888.77
BVCS: 83+30.80
BVCE: 3888.60
EVCS: 83+55.80
EVCE: 3888.71
HIGH PT. STA: 83+49.26
HIGH PT ELEV: 3888.73PROPOSED
GRADE
EXISTING
GRADE
(T.B.R.)
INLET 42
TG: 3886.57
STA: 80+15.63
INV OUT: 3885.62
E E
EC
O
M M
C O
M M
(T.B.R.)
IN
LE
T-
TG
:38
.51
ST
A:
+1
5.6
IN
V.
O
UT
:38
.91
SAN PIPE
STEAM LINE STRM PIPE
COMM. LINE
ELEC. LINE ELEC. LINE
GAS LINE
INLET
TG: 3886.78
STA: 82+31.97
WATER LINE
ELEC. LINE
CABLE LINE
ADJUST TG TO GRADE
NEW RIM=3886.94
80+00
.4
.48
81+00
.1
.12
82+00
.4
.41
83+00
.2
.16
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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
N
G
C
H R
I
S
T
O
P
H
E R
A
R Y
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I N
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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
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D 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
Y
O M
I
N
G
C
H R
I
S
T
O
P
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E R
A
R Y
O N
E
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
PLAN VIEW
SCALE: 1"=30'
AIR FORCE LN (SOUTH) - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
PLAN VIEW
SCALE: 1"=30'
AIR FORCE LANE - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=3'
6'3'0'
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
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
AutoCAD SHX Text
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 Road Profile Plan 'O'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Resurface Roads And Parking Lots
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CS223
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
SEE SHEET CS224 CS224
SEE SHEET CS224 CS224
84 85 86 87 88
SWCTSWCT
3 4 5
COAST GUARD LANE
C
P S
S S AIR FORCE LANE AIR FORCE LANE
E
C
E
C
S
PARKING LOT 4
PARKING LOT 4
CO
MMHS
D
S D
S D
S
DS
D
S D
S D
S D
12" PVC
8" 8"
8"
6"
4"
12" PVC
D
D
D
D
S D
PARKING
LOT 13
CS
HEATED
CONC SW
SANSANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
GAS
GAS
GASGASGASGASGASGASGASGAS
GAS
GAS
GASGASGASGASGASGASGASGASGASGASGAS
E
E E
E E
E
E E
E
E
E E
E
E
E
E
E
E
E
EEEEEEEEE
TRANS. TF-8B
E
E I R
I R
I R
I R
C
O
M
M
C O
M M
COMMCOMMCOMMCOMMCOMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
C O
M M
C
O
M
M
COMM
COMM
COMM
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
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M
C
O
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M
I R
I R
I R
I R
IRRIG.
BOX
IRRIG.
BOX
E
E
E
E E
EE
EEE E
SH
SH
SH
SH
SH
I
R
I
R
I
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IR IR IR
I R
IR IR IR IR
IR
IR
IR
IR
IR
I R
IRIR
I R
IR
IR
IR
IRIRIRIR
IRIRIRIRIR
IR
IR
IR
IRIR
I R
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I R
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IRI
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I R
I R
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IR
IR
IR
IR
I R
I R
I R
I
R
IR
SHSHSHSHSH
SH
E E
E E
E
E E E
E
E
(T.B.R.)
823887
84 38
TYPE A INLET-22
TG:3883.23
INV. IN:3878.63(E-12")
INV. OUT:3878.63
SUMP:3877.63
TYPE A INLET-22A
TG:3883.71
INV. OUT:3879.11
SUMP:3878.11
25' of
12" HDPE PIPE
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
MH 26
DS
SAN
SAN SAN
INLET 22
TG: 3883.28
STA: 87+63.25
INV OUT: 3878.63
-1.10%
1.41%
-3.75%
-4.75%
-0.50% -0.60%
-2.50%
GR
AD
E
BR
EA
K
ST
A
+4 7.9
EL
EV
4.2
GR
AD
E
BR
EA
K
ST
A
+0 0.0
EL
EV
7.9
GR
AD
E
BR
EA
K
ST
A
+6 2.1
EL
EV
7.6
GR
AD
E
BR
EA
K
ST
A
+9 3.0
EL
EV
9.2
PVI STA: 88+09.12
PVI ELEV: 3881.31
K: 11.11
LVC: 25.00
BV
CS
: 8 7+
.62
BV
CE
: 3
1.9
EV
CS
: 8 8+
.62
EV
CE
: 3
1.0
PVI STA: 86+96.71
PVI ELEV: 3886.14
K: 18.87
LVC: 50.00
BV
CS
: 8 6+
.71
BV
CE
: 3
6.4
EV
CS
: 8 7+
.71
EV
CE
: 3
5.2
PVI STA: 83+43.30
PVI ELEV: 3888.77
K: 13.10
LVC: 25.00
BVCS: 83+30.80
BVCE: 3888.60
EVCS: 83+55.80
EVCE: 3888.71
HIGH PT. STA: 83+49.26
HIGH PT ELEV: 3888.73
EXISTING
GRADE
PROPOSED
GRADE
E C
O M
M
(T.B.R.)
IN
LE
T-
TG
:38
.23
ST
A:
+6
3.2
IN
V.
IN
:38
.63
(E
IN
V.
O
UT
:38
.63
IN
LE
T-
A
TG
:38
.71
ST
A:
IN
V.
O
UT
:38
.11
25' of 12" HDPE Pipe S = 0.019
38' of 8" S=0.023
COMM. LINE ELEC. LINE
WATER LINE
ELEC. LINE
SAN PIPE
SAN PIPE
WATER LINE
SAN PIPE
IRRIG. LINE
WATER LINE
STRM PIPE
WATER LINE
WATER LINE
STRM PIPE
SAN PIPE
8" STRM PIPE
ELEC. LINE
COMM. LINE
12" STRM PIPE
WATER LINE
CABLE LINE
WATER LINE
ELEC. LINE
ELEC. LINE
COMM. LINE
CABLE LINE
ELEC.
LINE
WATER LINE
GAS LINE
CABLE LINE
83+00
.2
.16
84+00
.6
.49
85+00
.0
.99
86+00
.1
.20
87+00
.9
.89
88+00
.6
.75
89+00
.0
O N
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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
N
G
C
H R
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P
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D R
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
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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
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A
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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
PLAN VIEW
SCALE: 1"=30'
AIR FORCE LANE - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
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
AutoCAD SHX Text
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 Road Profile Plan 'P'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Resurface Roads And Parking Lots
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CS224
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANTS:
SEE SHEET CS223 CS223
E.O.P.
LP
LP
LP
LP
BLDG
S
S
NAVY LANE
BLDG
ST
UST
LIDS
BLDG
NAVY LANE
X
X
X
X
X
X
X
X
NAVY LANE
C
S
FREEDOM LANE
GAS
METER
SAN.
CLEANOUTS
S
D
S D
S
D
S
D
S
D
CS
CS
SSWR MH-29
RIM:3884.54
CS 18IN
DIA CONC
85 38
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
ST
ST
ST
ST
ST
TRANS. SM-2-4
TRANS. SM-2-3
E
E
E
E
E
E
E
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C
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M
C
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M
C
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M
C
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M
C
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M
C
O
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M
C
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M
C O
M
M
C
O
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M
C
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M
C
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M
C
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M
C
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C
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IRRIG.
BOX
IRRIG.
BOX
SH
SH
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SH
SH
I
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I R
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SAN
SAN
SAN
SANSAN
SAN
E
E
E
E
SH
38883886
85 388
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
INLET 62C
TG: 3887.02
STA: 93+21.93
INLET 62B
TG: 3887.08
STA: 93+19.60
2.00%
-0.75% 0.90%
4.00%
2.51%
2.25%
GR
AD
E
BR
EA
K
ST
A
+1 0.4
EL
EV
2.3
GR
AD
E
BR
EA
K
ST
A
+5 3.9
EL
EV
3.4
GR
AD
E
BR
EA
K
ST
A
+5 6.5
EL
EV
5.7
GR
AD
E
BR
EA
K
ST
A
+8 0.5
EL
EV
1.4
PVI STA: 93+20.77
PVI ELEV: 3887.06
K: 30.30
LVC: 50.00
BV
CS
: 9 2+
.77
BV
CE
: 3
7.2
EV
CS
: 9 3+
.77
EV
CE
: 3
7.2
9LOW PT. STA: 93+18.50
LOW PT ELEV: 3887.16
PVI STA: 95+14.23
PVI ELEV: 3888.80
K: 18.46
LVC: 57.23
BV
CS
: 9 4+
.60
BV
CE
: 3
8.5
EV
CS
: 9 5+
.83
EV
CE
: 3
9.9
PVI STA: 92+48.08
PVI ELEV: 3887.61
K: 18.18
LVC: 50.00
BV
CS
: 9
2+
.08
BV
CE
: 3
7.1
EV
CS
: 9 2+
.08
EV
CE
: 3
7.4
2HIGH PT. STA: 92+59.44
HIGH PT ELEV: 3887.47
EXISTING
GRADE
PROPOSED
GRADE
(T.B.R.)
(T.B.R.)
IN
LE
T-
C
TG
:38
.97
ST
A:
+1 8.3
IN
V.
IN
:38
.23 (S
IN
V.
O
UT
:38
.13 IN
LE
T-
B
TG
:38
.93
ST
A:
+1 9.7
IN
V.
O
UT
:38
.43
ELEC. LINE
COMM. LINE
CABLE LINE
WATER LINE
GAS LINE
COMM. LINE
CABLE LINE
SAN PIPE
IRRIG. LINE
GAS LINE
STEAM LINE
WATER LINE
ELEC. LINE ELEC. LINE
ELEC. LINE
SAN PIPE
IRRIG. LINE
IRRIG. LINE
COMM. LINE
ELEC. LINE
6' WIDE VALLEY
GUTTER
91+00
.5
.51
92+00
.5
.65
93+00
.9
.22
94+00
.5
.78
95+00
.8
.73
949595
LP
LP
S
ST
NAVY LANE
X
BLDG
CO
S
D
SD
S D
S D
S D
S
D
SA
N
SA
N
SA
NSA
N
ST
ST
CWR
CWR
CWR
CWS
CWS
CWS
E E
C O
M M
C O
M M
C O
M M
C O
M M
IR IR
I R
I R
I R
SH
E E
E
E E
SH
SH
I R
I R
I R
I R
I
R
I R
IR
IR IR IR IR
I R
I R
IR IR
IR I
R
I R
I R
IR
COMM
C
O
M
M
C
O
M
M
E E
0+00
.8
1+00
.4
.35
2+00
.2
.17
2+28.56
.4
.46
2.15%
0.67% 2.24%
GR
AD
E
BR
EA
K
ST
A
0+
.42
EL
EV
8.5
PVI STA: 1+10.15
PVI ELEV: 3890.57
K: 16.93
LVC: 25.00
BV
CS
: 0 +9
7.6
BV
CE
: 3
0.3
EV
CS
: 1 +2
2.6
EV
CE
: 3
0.6
EXISTING
GRADE
PROPOSED
GRADE
SAN
S D
COMM. LINE
CABLE LINE
WATER LINE
IRRIG. LINE
ELEC. LINE
ELEC. LINE
WATER LINE
6' WIDE VALLEY
GUTTER
6' WIDE VALLEY
GUTTER
O N
E
I N
I R
E
T
O N
E
I N
E
H
U N
D R
E
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D 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
Y
O M
I
N
G
C
H R
I
S
T
O
P
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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
O N
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D R
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O N
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I N
O
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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
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
PLAN VIEW
SCALE: 1"=30'
NAVY LANE (EMERGENCY ACCESS) - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=30'
60'30'0'
PLAN VIEW
SCALE: 1"=30'
NAVY LANE (LOOP) - ROAD PROFILE
HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3'
SCALE: 1"=30'
60'30'0'
SCALE: 1"=3'
6'3'0'
UTILITIES SHOWN ARE APPROXIMATE
CONTRACTOR SHALL CONFIRM
LOCATION AND DEPTH IN FIELD
SCALE: 1"=3'
6'3'0'
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
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AutoCAD SHX Text 666-17-104
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CONSULTANTS:
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AutoCAD SHX Text Road Profile Plan 'Q'
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AutoCAD SHX Text Resurface Roads And Parking Lots
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CS225
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AutoCAD SHX Text Revisions:
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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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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
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
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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