666-17-104_03_Existing_Part1.pdf
PDF 17 MB Posted
- Solicitation number
- 36C25923R0039
About this file
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 opportunity type is a solicitation for resurfacing roads and parking areas. The solicitation is for phase 3 of the project and indicates the work includes resurfacing but provides no further details on requirements, response dates, pricing terms, or other conditions of the procurement.
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W
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X FORT RD (T-337)
FREEDOM LANE
FREEDOM LANE
FREEDOM LANE
COAST GUARD LN.
ARMY LN.
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LN
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NAVY LN.
71N
3 64
QUARTERS RD.
FORT RD (T-337)
QUARTERS RD.
NA
VY
LN
AIR FORCE LN.
AR
MY
LN
COAST GUARD LANE
PARKING LOT 10
PA
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PARKING LOT 7
PARKING LOT 6
PARKING LOT 15
PARKING LOT 1
PARKING LOT 22
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PARKING
LOT 16
PARKING LOT 12
PARKING
LOT 13
PARKING
LOT 20
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
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2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
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SITE SERIAL: 2019290075
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Date
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SITE SYMBOLS - GENERAL
BENCHMARK #1
SPIKE LOCATED NORTHWEST OF BUILDING 41 AT
END OF GRAVEL = ELEV: 3858.28
BENCHMARK #2
DISK IN CONCRETE LOCATED APPROX. 371 FT NORTH
WEST OF PARKING LOT 2 = ELEV: 3896.78
BENCHMARK #3
DISK IN CONCRETE LOCATED SOUTHWEST OF PARKING
LOT 6 = ELEV: 3879.56
BENCHMARK #4
CAP PIN LOCATED APPROX. 354' NORTHWEST OF
GARAGE 68 = ELEV 3932.72
BENCHMARK #5
DISK IN CONCRETE LOCATED APPROX 229' NORTHWEST
OF GARAGE 63 = ELEV 3925.87
BENCHMARK #6
CAP PIN LOCATED NORTH OF COAST GUARD LANE =
ELEV 3882.19
BENCHMARK #7
CAP PIN LOCATED EAST OF COAST GUARD LANE(NOT
SURVEYED) = ELEV 3854.54
BENCHMARK #8
CAP PIN LOCATED NORTH OF PARKING LOT 7 = ELEV
3885.10
BENCHMARK #9
CAP PIN LOCATED SOUTHEAST OF WATER TOWER(NOT
SURVEYED) = ELEV 3892.05
SCALE: 1"=250'
500'250'0'
BENCHMARK #1
BENCHMARK #2
BENCHMARK #3
BENCHMARK #4
BENCHMARK #5
BENCHMARK #6
BENCHMARK #7
BENCHMARK #8
BENCHMARK #9
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AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
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PE# 17277
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
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SHERIDAN VAHCS PLANNING AND ENGINEERING
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AutoCAD SHX Text 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
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AutoCAD SHX Text 666-17-104
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CONSULTANTS:
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CS102
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AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
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PE# 17277
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
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SHERIDAN VAHCS PLANNING AND ENGINEERING
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AutoCAD SHX Text Date
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AutoCAD SHX Text 6/14/2020
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CONSULTANTS:
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SAN
SAN
SAN
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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
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BLDG
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QUARTERS RD.
QUARTERS RD.
QU
AR
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LP-4
TRANS.
LP-3
10" CONF.
10" CONF.
18"
CONF.
18"
CONF.12"
CONF.
12"
CONF.
12"
CONF.
EM
LID
EM
EB
CB
STEPS
STEPS
STEPS
12"
CONF.
EM
ELEC.
GAS
DS
DS
EM
DS
DSGM
DS
BURIED
PAVERS
E.O.P.
E.O.P.
E.
O.
P.
DS
GRAVEL
AREA
GRAVEL
AREA
EM
TRANS.
(TF-14)
STEPS
STEPS
STEPS
12"
CONF.
12"
CONF.
LP-2
GM
20"
CONF.
DS
24" DECD.
30" DECD.
42" DECD.
42" DECD.
18" DECD.
48" DECD.
48" DECD.
48" DECD.
48" DECD.
48" DECD.
48" DECD.
LP-48
LP-49
LP-50
FREEDOM LANE
S
CO
ST
CORE
SAMPLE 1
CORE
SAMPLE 2
CONC.WALLSILL
3916.12 ELEC.
DOOR
3927.08
FFE
3927.68
FFE
3927.73 SILL
3927.14
GRAVEL
AREA
IP
SILL
3927.76
SILL
3927.78
SILL 3928.47
CB
SILL 3928.67
SILL
3928.70
GM
12"
CONF.
FFE
3928.32
DS
WW
(TYP.)
SILL
3929.25
DS
EM
WW
(TYP.)
S
D
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8" TERRACOTTA
6"
6" 6"
6"
6"
6"
6"
6"
6" T
ER
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
INLET 7
TG: 3921.31
INV OUT: 3917.71
DMH 12A
RIM: 3927.20
INLET 2B
TG: 3927.28
INLET 60
TG: 3926.43
INV OUT: 3925.33
D
D
(T.B.R.)
(T.B.R.)
SW
CT
21.2'[6.5m]
.5'
[6.
5m
.7'
[5.
1m
21.8' [6.7m]
PLCC CURB W/ CONC.GUTTER(T.B.R.)
SWCT
S
D
SWCT
(T.B.R.)
AREA OF
LAWN REMOVAL
(APPROX 322 SF)AREA OF
LAWN REMOVAL
(APPROX 96 SF)
AREA OF
LAWN REMOVAL
(APPROX 132 SF)
AREA OF
LAWN REMOVAL
(APPROX 132 SF)
(T .B
.R
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
CS
CS
CS
CS
(T.B.R.)
CO
QUARTERS 12
REMOVE CONC
CURB & GUTTER
(APPROX 3278 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 1,725 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 1,725 LF)
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 59,312 LF)
PCC PVMT TO BE REMOVED
& REPLACED WITH AC PVMT
(APPROX 150 SF)
21 LF
LF
68 LF
REMOVE CONC SW
(APPROX 19 SF)
REMOVE CONC SW
(APPROX 19 SF)
REMOVE CONC SW
(APPROX 19 SF)
REMOVE CONC SW
(APPROX 17 SF)REMOVE CONC SW
(APPROX 18 SF)
REMOVE CONC SW
(APPROX 18 SF)
REMOVE CONC SW
(APPROX 18 SF)
REMOVE CONC SW
(APPROX 38 SF)
REMOVE CONC SW
(APPROX 20 SF)
REMOVE CONC SW
(APPROX 45 SF)
REMOVE CONC SW
(APPROX 17 SF)
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 87,529 SF)
CONCRETE PAD
TO BE REMOVED
(APPROX 52 SF)
REPLACE CONC APRON
(APPROX 478 SF)
REPLACE CONC APRON
(APPROX 482 SF)
REPLACE CONC APRON
(APPROX 379 SF)
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W. 17ST ST.
HI TECH DR.
EXISTING CURBING TO BE REMOVED
SITE SYMBOL - DEMOLITION
TO BE REMOVED(T.B.R.)
EXISTING FULL DEPTH PAVEMENT
TO BE REMOVED
PAVEMENT SAWCUT
EXISTING CONCRETE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED
CONIFEROUS TREE TO BE REMOVED
DECIDUOUS TREE TO BE REMOVED
1 VALVES, MANHOLE LIDS & INLET TOPS
TO BE ADJUSTED TO GRADE
2 REMOVE & REPLACE/RELOCATE SIGNS
AS NECESSARY FOR CONSTRUCTION
EXISTING GRAVEL TO BE REMOVED
EXISTING LAWN AREA TO BE REMOVED
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
SAWCUT PAVEMENTSWCT
PROTECT HEATED CONCRETE DURING
REMOVAL OF ADJACENT FEATURES.3
SHALLOW STEAM LINE WITH ROAD USED
AS LID. USE CAUTION DURING DEMO.4
REMOVE WHEEL STOPS & RETURN
UNDAMAGED MATERIALS TO VA.5
AREA TO REMAIN PROTECTED &
UNDISTURBED DURING CONSTRUCTION.6
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
P r o f e s s i o nal E n g i n e e r
W
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T architects + engineers acela architects + engineers, pc
2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
17277
Date
P r o f e s s i o nal E n g i n e e r
W
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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
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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
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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
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
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CONSULTANTS:
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CS103
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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
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SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
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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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AutoCAD SHX Text 666-17-104
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CONSULTANTS:
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SEE SHEET CS107 CS107
SEE SHEET CS104 CS104
3903 3902
3900 3899
3898 3897
3895 3894 3893
3892 38 91 38
89 3888
86 38
84 38
79 38
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
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
MH-21
ST
CWR
CWR
CWR
CWR
CWS
CWS
CWS
CWS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
I
R
I
R
I
R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
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
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
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
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
C
O
M
M
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
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
SH
SHSH
SH
SH
SH
SH
SH
E
E
E
E
E
E
E E
E
E
E
SH
SH
SH
SH
SH
I R
I R
I R
I R
I R
I R
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
SH
I
R
I
R
I
R
I
R
I R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
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
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
SAN
E
E
E
E
E E
E
E
E
F
39003905
YIELD
SIGN
12" CONF.
18" DECD.
36" DECD.
30" DECD.
CO
AS
T
GU
AR
D
LA
NE
COAST GUARD LANE
21" DECD.
LP-6
EB
36" DECD.
EB
LP-7
STEEL
LID
PLCC CURB W/ CONC.GUTTER
CONC. WALL
.3'
[6.
5m
FREEDOM LANE
TRANS.
12" DECD.
IRRIG.
VLV.
C
CMH
10" DECD.
6"
DECD.
E EMH
IRRIG.
LID
LP-8
EB
(2) TRANS.
LIGHT
BOLLARD
(TYP.)
S
S
STREET
NAME SIGN
YIELD
SIGN
STREET
NAME SIGN
BLDG
71N
BLDG
BLDG
BLDG
FREEDOM LANE
QUARTERS RD. E.O.P.E.O.P.
STEPS
LP-51
PLCC CURB W/ CONC.GUTTER
36"
DECD.
LP-52
40" DECD.
UST
LIDS
EB
IRRIG.
BOX
IRRIG.
BOX
IRRIG.
BOX
W
LID
DS
CORE
SAMPLE 4
CORE
SAMPLE 5
CONC.WALL
CONC.WALLSILL
3916.12 ELEC.
LANDSCAPE
LIGHT
M
COMM MH
RIM=3895.48
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
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
D
D
D
D
S D
S D
INLET 15
DDMH 18
8"
CAP PIN
ELEV. 3882.19
(T.B.R.)
(T.B.R.)
(T.B.R.)
SWCT
PLCC CURB W/ CONC.GUTTER(T.B.R.)
(T.B.R.)
S
D
(T.B.R.)
(T.B.R.)
(T.B.R.)
SWCT
AREA OF
LAWN REMOVAL
(APPROX 961 SF)
AREA OF
LAWN REMOVAL
(APPROX 525 SF)
CS
CS
2 3
RESTRICTED
AREA
SIGN
CHILDREN
PLAYING SIGNSPEED LIMIT 10
SIGN
PARKING
AREA
SIGN
BLDG 11
SIGN
DIRECTION
SIGN
CHILDREN
PLAYING SIGN
DIRECTION
SIGN
DIRECTION
SIGN
DIRECTION
SIGN
DIRECTION
SIGN
YIELD SIGN
SPEED LIMIT
10 SIGN
QUARTERS 12
REMOVE CONC
CURB & GUTTER
(APPROX 3278 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 3276 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 183 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 158 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 184 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 421 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 421 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 695 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 695 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 1,725 LF)
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 59,312 SF)
68 LF
16 LFREMOVE CONC SW
(APPROX 17 SF)
REMOVE CONC SW
(APPROX 92 SF)
REMOVE CONC SW
(APPROX 21 SF)
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 45,503 SF)
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 87,529 SF)
(APPROX 2,305 SF))
BENCHMARK #6
HEATED
CONC
PVMNT
PARKING
LOT 21
(4 PARKING
SPACES)
W
V
U
TS
RQP
ONM
LKJ
HGF
DCB
I
E
A
X
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
EXISTING CURBING TO BE REMOVED
SITE SYMBOL - DEMOLITION
TO BE REMOVED(T.B.R.)
EXISTING FULL DEPTH PAVEMENT
TO BE REMOVED
PAVEMENT SAWCUT
EXISTING CONCRETE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED
CONIFEROUS TREE TO BE REMOVED
DECIDUOUS TREE TO BE REMOVED
1 VALVES, MANHOLE LIDS & INLET TOPS
TO BE ADJUSTED TO GRADE
2 REMOVE & REPLACE/RELOCATE SIGNS
AS NECESSARY FOR CONSTRUCTION
EXISTING GRAVEL TO BE REMOVED
EXISTING LAWN AREA TO BE REMOVED
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
SAWCUT PAVEMENTSWCT
PROTECT HEATED CONCRETE DURING
REMOVAL OF ADJACENT FEATURES.3
SHALLOW STEAM LINE WITH ROAD USED
AS LID. USE CAUTION DURING DEMO.4
REMOVE WHEEL STOPS & RETURN
UNDAMAGED MATERIALS TO VA.5
AREA TO REMAIN PROTECTED &
UNDISTURBED DURING CONSTRUCTION.6
O N
E
I N
I R
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
E
I N
I R
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
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
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 Existing Features & Demolition Plan 'B'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Resurface Roads And Parking Lots
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CS104
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 CS108 CS108
AutoCAD SHX Text
SEE SHEET CS105 CS105
AutoCAD SHX Text
SEE SHEET CS108 CS108
SEE SHEET CS103 CS103
79 38
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
R
I
R
I
R
I
R
I
R
I
R
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
M
M
C
O
M
M
C
O
M
M
I
R
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
I R
IR
IR
IR
IR
IR
IR
IR
IR
I
R
I
R
I
R
I
R
I
R
I
R
I R
IR
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
SH
SH
SH
SH
SH
I
R
I
R
I
R
I
R
I
R
I
R
I
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GA
S
GA
S
GA
S
G
38533854
59 3859
3877387838793882
COAST GUARD LANE
COAST GUARD LANE
COAST GUARD LANE
STEEL
LID
TRANS.
12" DECD.
IRRIG.
VLV.
C
CMH
10" DECD.
6"
DECD.
E EMH
LP-8
EB
(2) TRANS.
LIGHT
BOLLARD
(TYP.)
LP-9
LP-10
3"
DECD.
LP-11
EB
CONC. WALL
2"
DECD.
W/ RING
LIGHT
BOLLARD
(TYP.)
C CMH
EB
EB
EB
P PMH
EB
PARKING LOT 12
LP
(39 PARKING SPACES)
PLCC CURB W/ CONC. GUTTER
WHEEL STOP
(TYP.)
LP-12EB
PLCC CURB W/ CONC.GUTTER
42" DECD.
BLDG
E.O.P.
(4) BOLLARDS
S
S
S
S
FUEL ISLAND
UST LIDS
GRAVEL AREA
(APPROX 23,997 SF)
NAME SIGN
ONE WAY
ADA
PARKING
SIGN
BLDG
71N
.6'
[7.
2m
CORE
SAMPLE 3
CORE
SAMPLE 13
LANDSCAPE
LIGHT
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
12" 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
INLET 29
RIM: 3871.71
INV OUT: 3868.61
INLET 27
RIM: 3875.84
INV OUT: 3872.54
INLET 25
RIM: 3877.40
INV OUT: 3874.20
D
D
D
D
D
D
D
D
D
D
D
S D
S D
INLET 15
(T.B.R.)
BENCHMARK #1
SPIKE
ELEV. 3858.28
(T.B.R.)
(T.B.R.)
1 (T.B.R.)
SWCT
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
NO
PARK
SIGN
PED.
CROSS.
SIGN
YIELD SIGN
YIELD
SIGN
AMB. ENT. SIGN
PED. CROSS.
SIGN
DIRECTORY SIGN
BLDG 71
SIGN NO PARK
SIGN
AMBULANCE
ENTRANCE
SIGN
ST. NAME
SIGN
STOP
SIGN
NO WEAPONS
SIGN
ONE WAY SIGN
DIRECTION
SIGN
DIRECTORY
SIGN
10 MPH
NO PARK.
ADA PARKING
SIGN
YIELD
SIGNOUTPATIENT &
VIS. PARK.ONLY
SIGN
REMOVE CONC
CURB & GUTTER
(APPROX 183 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 421 LF)
50 LF
REMOVE PCC PVMT
(APPROX 2,294 SF)
GRAVEL (T.B.R)
(APPROX 230 SF)
REMOVE CONC
CURB & GUTTER
(APPROX 189 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 230 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 135 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 313 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 159 LF)
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 15,053 SF)
AC PVMT TO BE REMOVED
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 45,503 SF)
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 45,503 SF)
AREA OF
LAWN REMOVAL
(APPROX 429 SF)
AC PVMT
MILL & OVERLAY
(APPROX 2,305 SF))
(T.B.R.)
SW
CT
REPLACE INLET GRATE
INV IN: 3859.93
INV OUT: 3859.92
REMOVE CONC SW
(APPROX 12 SF)
REMOVE CONC SW
(APPROX 17 SF)
W
V
U
TS
RQP
ONM
LKJ
HGF
DCB
I
E
A
X
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
EXISTING CURBING TO BE REMOVED
SITE SYMBOL - DEMOLITION
TO BE REMOVED(T.B.R.)
EXISTING FULL DEPTH PAVEMENT
TO BE REMOVED
PAVEMENT SAWCUT
EXISTING CONCRETE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED
CONIFEROUS TREE TO BE REMOVED
DECIDUOUS TREE TO BE REMOVED
1 VALVES, MANHOLE LIDS & INLET TOPS
TO BE ADJUSTED TO GRADE
2 REMOVE & REPLACE/RELOCATE SIGNS
AS NECESSARY FOR CONSTRUCTION
EXISTING GRAVEL TO BE REMOVED
EXISTING LAWN AREA TO BE REMOVED
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
SAWCUT PAVEMENTSWCT
PROTECT HEATED CONCRETE DURING
REMOVAL OF ADJACENT FEATURES.3
SHALLOW STEAM LINE WITH ROAD USED
AS LID. USE CAUTION DURING DEMO.4
REMOVE WHEEL STOPS & RETURN
UNDAMAGED MATERIALS TO VA.5
AREA TO REMAIN PROTECTED &
UNDISTURBED DURING CONSTRUCTION.6
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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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P
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A
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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
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T architects + engineers acela architects + engineers, pc
2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
KEY MAP
1"=1500'
SCALE: 1"=30'
60'30'0'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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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
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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 Existing Features & Demolition Plan 'C'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Resurface Roads And Parking Lots
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CS105
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
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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
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CONSULTANTS:
AutoCAD SHX Text
SEE SHEET CS109 CS109
AutoCAD SHX Text
SEE SHEET CS106 CS106
AutoCAD SHX Text
SEE SHEET CS109 CS109
3850 3849
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
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
IR
IR
IR
IR
I R
E
E
E
E E
E
E E
ESH SH SH SH SH
SH SH SH
H
38583859
38613862
38553856
38523852
38533852
38533854
COAST GUARD LANE
S
FUEL ISLAND
LP13
BLDG
UST LIDS
E.O.P.
C CMH
EEMH 20" CONF.
25" CONF.
15" CONF.
15" CONF.
15" CONF.
35" CONF.
35" CONF. 12" CONF.30" CONF.
UP W/
ELEC. BOX
LP-14
CA
VA
LR
Y
LA
NE
MMH
GRAVEL AREA
(APPROX 23,997 SF)
STREET
NAME SIGN
[5.
2m
S
LID
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)
(T.B.R.)
31.1'
GRAVEL AREA
(T.B.R.)
(T.B.R.)
(T.B.R.)
AUTHORIZED
VEH. ONLY
SIGN
STOP SIGN
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 3,566 SF)
AREA OF
LAWN REMOVAL
(APPROX 520 SF)
AREA OF
LAWN REMOVAL
(APPROX 1,565 SF)
COAST GUARD LANE
(T.B.R.)
REMOVE CONC
SW
CT
SSWR
MH-3
RIM:3895.27
REPLACE INLET GRATE
INLET 50
TG: 3862.33
INV IN: 3859.93
INV OUT: 3859.92
AREA OF
LAWN REMOVAL
(APPROX 2,418 SF)
W
V
U
TS
RQP
ONM
LKJ
HGF
DCB
I
E
A
X
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
EXISTING CURBING TO BE REMOVED
SITE SYMBOL - DEMOLITION
TO BE REMOVED(T.B.R.)
EXISTING FULL DEPTH PAVEMENT
TO BE REMOVED
PAVEMENT SAWCUT
EXISTING CONCRETE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED
CONIFEROUS TREE TO BE REMOVED
DECIDUOUS TREE TO BE REMOVED
1 VALVES, MANHOLE LIDS & INLET TOPS
TO BE ADJUSTED TO GRADE
2 REMOVE & REPLACE/RELOCATE SIGNS
AS NECESSARY FOR CONSTRUCTION
EXISTING GRAVEL TO BE REMOVED
EXISTING LAWN AREA TO BE REMOVED
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
SAWCUT PAVEMENTSWCT
PROTECT HEATED CONCRETE DURING
REMOVAL OF ADJACENT FEATURES.3
SHALLOW STEAM LINE WITH ROAD USED
AS LID. USE CAUTION DURING DEMO.4
REMOVE WHEEL STOPS & RETURN
UNDAMAGED MATERIALS TO VA.5
AREA TO REMAIN PROTECTED &
UNDISTURBED DURING CONSTRUCTION.6
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H
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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
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C
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T
O
P
H
E R
A
R Y
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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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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
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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
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
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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 Existing Features & Demolition Plan 'D'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Resurface Roads And Parking Lots
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CS106
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 CS110 CS110
SEE SHEET CS105 CS105
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
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
ST
ST
ST
ST
ST
STM MH-16 ST
ST
STM MH-17
ST
ST
ST
ST
ST
ST
ST
ST
ST
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
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
I
R
I
R
I
R
I
R
I
R
I
R
I
R
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
SH
SH
SH
E
E
E E
E
E
E
E
SH
SH
F O
F O
F
O
F
O
F
O
F O
SAN
E
E
E
E
E
E
E
E
E
I
A
3925 3924
S
S
STREET NAME
SIGN
BLDG
BLDG
BLDG
BLDG
GAR
BLDG
QUARTERS RD.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
CONF.
12"
CONF.
LP-1
LP-2
18"
CONF.
12"
CONF.
10" CONF.
18" CONF.
36" DECD.
12"
CONF.
10" CONF.
BURIED
CURB
EM
EM
EBCB
EBCB
EB
GM
GM
GM
20"
CONF.
EM
DS
DS
DS
EM
EM
DS
BUSH
DS
30" DECD.
24" DECD.
42" DECD.
36" DECD.
42" DECD.
42" DECD. 36" DECD.
LP-46
48" DECD.
48" DECD.
48" DECD.
LP-47
FREEDOM LANE
PLCC CURB W/ CONC.GUTTER
PLCC CURB W/ CONC.GUTTER
FREEDOM LANE
SILL
3929.25
DS
EM
SILL
3929.29
TRANS.
(2) BOLLARDS
WASH
POLE
SILL
3929.30
48" DECD.
DS
WW
(TYP.)
SILL
3929.24
EM
FFE
3929.55
FFE
3929.54
S D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
12" PVC
8" TERRACOTTA
8" PVC
8"
TERRACOTTA
6" PVC
6" DIP
6" DIP
6" DIP
6" DIP
INLET 3
TG: 3925.43
INV OUT: 3921.63
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
INLET 3B
TG: 3926.09
INV OUT: 3923.26
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
CAP PIN
ELEV. 3932.72
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
21.2' [6.4m]
SWCT
SW
CT
SWCT
SWCT
S
D
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
CS
CS
CS
(T.B.R.)
(T.B.R.)
(T.B.R.)
CO
CHILDREN
PLAYING
SIGN
REMOVE CONC
CURB & GUTTER
(APPROX 3278 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 3278 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 1,725 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 1,725 LF)
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 59,312 SF)
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 59,312 SF)
PCC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 43 SF)
PCC PVMT TO BE REMOVED
& REPLACED WITH AC PVMT
(APPROX 150 SF)
27 LF
21 LF
21 LF
27 LF
REMOVE CONC SW
(APPROX 18 SF)
REMOVE CONC SW
(APPROX 18 SF)
REMOVE CONC SW
(APPROX 18 SF)
REMOVE CONC SW
(APPROX 18 SF)
REMOVE CONC SW
(APPROX 18 SF)
REMOVE CONC SW
(APPROX 19 SF)
REMOVE CONC SW
(APPROX 19 SF)
REMOVE CONC SW
(APPROX 19 SF)
REMOVE CONC SW
(APPROX 38 SF)
PCC PVMT TO BE REMOVED
& RECONSTRUCTED WITH
AC PVMNT (APPROX 363 SF)
PCC PVMT TO BE REMOVED
& RECONSTRUCTED WITH
AC PVMNT (APPROX 255 SF)
BENCHMARK #4
12" PVC
(T.B.R.)
REPLACE MANHOLE LID
WITH VEHICULAR
APPROVED LID
REPLACE CONC APRON
(APPROX 281 SF)
REMOVE CONC SW
(APPROX 50 SF)
BOLLARDS TO BE REMOVED
& REPLACED AS NECESSARY
TO REMOVE ASPHALT
W
V
U
TS
RQP
ONM
LKJ
HGF
DCB
I
E
A
X
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
EXISTING CURBING TO BE REMOVED
SITE SYMBOL - DEMOLITION
TO BE REMOVED(T.B.R.)
EXISTING FULL DEPTH PAVEMENT
TO BE REMOVED
PAVEMENT SAWCUT
EXISTING CONCRETE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED
CONIFEROUS TREE TO BE REMOVED
DECIDUOUS TREE TO BE REMOVED
1 VALVES, MANHOLE LIDS & INLET TOPS
TO BE ADJUSTED TO GRADE
2 REMOVE & REPLACE/RELOCATE SIGNS
AS NECESSARY FOR CONSTRUCTION
EXISTING GRAVEL TO BE REMOVED
EXISTING LAWN AREA TO BE REMOVED
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
SAWCUT PAVEMENTSWCT
PROTECT HEATED CONCRETE DURING
REMOVAL OF ADJACENT FEATURES.3
SHALLOW STEAM LINE WITH ROAD USED
AS LID. USE CAUTION DURING DEMO.4
REMOVE WHEEL STOPS & RETURN
UNDAMAGED MATERIALS TO VA.5
AREA TO REMAIN PROTECTED &
UNDISTURBED DURING CONSTRUCTION.6
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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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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
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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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 Existing Features & Demolition Plan 'E'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Resurface Roads And Parking Lots
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CS107
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 CS111 CS111
AutoCAD SHX Text
SEE SHEET CS108 CS108
AutoCAD SHX Text
SEE SHEET CS108 CS108
SEE SHEET CS103 CS103
04 3903
3901 3899
INV IN NW 3873.2
INV OUT SE 3873.1
ST
ST
ST
ST
ST
ST
ST
CWR
CWR
CWR
CWR
CW
R
CW
R
CW
R
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R
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R
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CW
R
CWS
CWS
CWS
CWS
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BOX
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B
BLDG
71N
X
X
X
X
X
X
X
X
X
X
X
36"
DECD.
40" DECD.
LP-53
LIDS
IRRIG.
BOX
IRRIG.
BOX
IRRIG.
BOX
W
FREEDOM LANE
MARINE CORPS LANE
LP-54
LP-55
LP-56
24" CONF.
12" CONF.
24" DECD.48"
DECD.
48"
DECD.
36"
DECD.
30"
CONF.
18" CONF.
24" DECD.
24" DECD.
LP-59
24" DECD.
24" CONF.
EB
LIGHT
BOLLARD
(TYP.)
48"
DECD.
X X
CHAINLINK
FENCE
18" CONF.
14" CONF.
LP-60
SAMPLE 5
PLCC CURB W
/ CONC.GUTTER
PLCC CURB W/ CONC.GUTTER
FRISBEE
NET
12"
DECD.
12"
DECD.
48"
DECD.
EB
EB
S
D
S
D
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D
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D
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D
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D
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12"
4"
12" PVC
" P
VC
12" PVC
12" PVC
12"
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
INLET 12
TG: 3886.48
INV OUT: 3884.68
INLET 12A
RIM: 3887.04
INV OUT: 3883.24
DMH 22
RIM: 3887.02
INV IN(SE):3881.18
INV IN: 3881.18
INV OUT: 3881.18
D
D
D
D
INLET 36
TG: 3891.84
INV IN: 3884.99(PLANS)
INV OUT: 3884.99(PLANS)
INLET 35
TG: 3891.78
INV IN: 3885.59(PLANS)
INV OUT: 3885.59(PLANS)
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
D
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
ASSUMED
UNDERGROUND
PIPE CONNECTION
12"6"
18"
6" 6"
6"
12"
12"
12"
8"
BENCHMARK #2
DISK IN CONC.
ELEV. 3896.78
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
(T.B.R.)
PARKING
LOT 20
(T.B.R.)
(T.B.R.)
(T.B.R.) (T.B.R.)
(T.B.R.)
(T.B.R.)
DIRECTION
SIGN
DIRECTION
SIGN
NO PARKING
SIGN
NO PARKING
SIGN
STREET
NAME
SIGN
NO
WEAPONS
SIGN
DIRECTION
SIGN
REMOVE CONC
CURB & GUTTER
(APPROX 3276 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 567 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 567 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 695 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 76 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 223 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 608 LF)
REMOVE CONC
CURB & GUTTER
(APPROX 608 LF)
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 32,406 SF)
REMOVE CONC SW
(APPROX 25 SF)
REMOVE CONC
VALLEY GUTTER
(APPROX 63 LF)
REMOVE CONC
VALLEY GUTTER
(APPROX 81 LF)
AC PVMT TO BE REMOVED
& RECONSTRUCTED
(APPROX 87,529 SF)
(APPROX 2,305 SF))
PCC PVMT TO BE REMOVED &
RECONSTRUCTED TO AC PVMT
(APPROX 106 SF)
(T.B.R.)
10" CMP
REPLACE
INLET TOP
INDEPENDENCE LANE
W
V
U
TS
RQP
ONM
LKJ
HGF
DCB
I
E
A
X
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
EXISTING CURBING TO BE REMOVED
SITE SYMBOL - DEMOLITION
TO BE REMOVED(T.B.R.)
EXISTING FULL DEPTH PAVEMENT
TO BE REMOVED
PAVEMENT SAWCUT
EXISTING CONCRETE TO BE REMOVED
EXISTING PAVEMENT TO BE MILLED
CONIFEROUS TREE TO BE REMOVED
DECIDUOUS TREE TO BE REMOVED
1 VALVES, MANHOLE LIDS & INLET TOPS
TO BE ADJUSTED TO GRADE
2 REMOVE & REPLACE/RELOCATE SIGNS
AS NECESSARY FOR CONSTRUCTION
EXISTING GRAVEL TO BE REMOVED
EXISTING LAWN AREA TO BE REMOVED
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
SAWCUT PAVEMENTSWCT
PROTECT HEATED CONCRETE DURING
REMOVAL OF ADJACENT FEATURES.3
SHALLOW STEAM LINE WITH ROAD USED
AS LID. USE CAUTION DURING DEMO.4
REMOVE WHEEL STOPS & RETURN
UNDAMAGED MATERIALS TO VA.5
AREA TO REMAIN PROTECTED &
UNDISTURBED DURING CONSTRUCTION.6
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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
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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
O M
I
N
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A
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E
I N
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U N
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
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
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 Existing Features & Demolition 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
CS108
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 CS112 CS112
AutoCAD SHX Text
SEE SHEET CS109 CS109
AutoCAD SHX Text
SEE SHEET CS112 CS112
AutoCAD SHX Text
SEE SHEET CS109 CS109
AutoCAD SHX Text
SEE SHEET CS107 CS107
AutoCAD SHX Text
SEE SHEET CS107 CS107
AutoCAD SHX Text
SEE SHEET CS104 CS104
3879 38
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
SA
N
SA
N
SA
N
SA
N
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
SA
N
SAN
S
SSWR
MH-20
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
GA
S
GAS
GAS
GAS
GAS
GAS
GAS
ST
ST
ST
STM MH-12
CWR
CW
R
CW
R
CW
R
CW
R
CW
R
CW
R
CW
R
CW
R
CW
R
CW
R
CW
R
CW
R
CW
R
CW
R
CWS
CW
S
CW
S
CW
S
CW
S
CW
S
CW
S
CW
S
CW
S
CW
S
CW
S
CW
S
CW
S
CW
S
CW
S
CW
S
W WMH
CWR
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
IR
IR
IR
IR
IR
IR
IR
IR
IR
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
F
O
F
O
C
O
M
M
C
O
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M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
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M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
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M
C
O
M
M
C
O
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M
C
O
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M
C
O
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M
C
O
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O
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M
C
O
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M
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M
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O
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I
R
I
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I R
I R
IR
IR
I
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IR
IR
IR
IR
I
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I
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IR
IR
IR
IR
IR
IR
IR
IR
I
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IRRIG.
BOX
IRRIG.
BOX
IRRIG.
BOX
IRRIG.
BOX
IRRIG.
BOX
E
E
E E
E
E E
E
E E
E
E
E E E
E
E E
E
E
E
E
E
E
E
E
E
E
O2 O2
O2 O2
SH
SH
SH
SH
SH
SH
SH
SH
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
I
R
IR
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
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I
R
I R
I R
I R
I R
I R
I R
I R
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
I
R
I
R
I
R
I
R
I
R
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
SH
I R
I R
I R
I R
I R
I R
I
R
I
R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I R
I
R
I R
I R
I
R
I
R
I R
I R
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
SH
SH
E
E
E
E
E
E
E
GA
S
GA
S
E E
E
E
E
K
C
3885 3884
763881
COAST GUARD LANE
COAST GUARD LANE
COAST GUARD LANE
LP-10
DECD.
LP-11
X
X
X
2"
DECD.
W/ RING
LIGHT
BOLLARD
(TYP.)
C CMH
EB
EB
P PMH
EB
(21) BOLLARDS
LP-12EB
PLCC CURB W/ CONC.GUTTER
42" DECD.
CONC. WALL
E.O.P.
LP
(4) BOLLARDS
S
S
S
LP
PARKING LOT 10
LP
LP
C CMH
E EMH
EB
S
IRRIG.
BOX
NO PARKING
SIGN
NAME SIGN
STOP SIGN
DO NOT
ENTER SIGN
ONE WAY
SIGN
RESERVED
PARK. ADA
SIGN
PED.
CROSS.
SIGN
ADA PARK.
SIGN
BLDG
BLDG
71N
AI
R
FO
RC
E
LA
NE
PL
CC
C
UR
B W
/ C
ON
C.
GU
TT
ER
LP-84
EB
SM-1-7
21"
DECD.
21"
DECD.
E
EMH
C
CMH
IRRIG.
BOXES
IRRIG.
BOXESLP-85 EB
8"
DECD.
8"
DECD.
8"
DECD.
8"
DECD.
8"
DECD.
8"
DECD.
EB
EB
SM-1-8
E EMHC CMH
LP-87
EB
ELEC.
CONC. WALL
S
36"
CONF.
12"
DECD.
.6'
[7.
2m
23.3' [7.1m]
PARKING LOT 10
(84 PARKING SPACES)
PARKING LOT 4
(107 PARKING SPACES)
LP-90
LP-88
UST
LIDS
BLDG
LP-54
LP-55
LP-56
24" CONF.
12" CONF.
24" DECD.48"
DECD.
48"
DECD.
36"
DECD.
30"
CONF.
24" DECD.
30" DECD.
12"
DECD.
36"
DECD.
36" DECD.
24" CONF.
LIGHT
BOLLARD
(…
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