666-17-104_04_Site_Part1.pdf
PDF 17 MB Posted
- Solicitation number
- 36C25923R0039
About this file
This document outlines a federal contract opportunity for road resurfacing and parking lot work. The solicitation number is 36C25923R0039 and concerns the resurfacing of roads and a parking phase 3 project numbered 666-22-123 issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19. The opportunity type is a solicitation for repaving and repainting roads and parking areas on VA property. The response due date and anticipated award date are not provided in this brief description, nor are pricing or set-aside terms included. Additional details on specifications, quantities, or place of performance are also not outlined here beyond the general work description.
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Text version
71N
FREEDOM LANE
FREEDOM LANE
FREEDOM LANE
COAST GUARD LN.
ARMY LN.AI
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NAVY LN.
QUARTERS RD.
QUARTERS RD.
NA
VY
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AIR FORCE LN.
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MY
LN
COAST GUARD LANE
SCALE: 1"=250'
500'250'0'
TRANSITION BETWEEN MEDIUM, HEAVY,
AND MILL & OVERLAY PAVEMENT
SITE SYMBOLS - PAVEMENT TYPE
MEDIUM DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
MILL & OVERLAY ASPHALT PAVEMENT
PORTLAND CEMENT CONCRETE PAVEMENT
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CALL 811 OR 1-800-849-2476
SITE SERIAL: 2019290075
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T architects + engineers acela architects + engineers, pc
2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
NOTES:
1. REFER TO CROSS SECTION PLANS FOR FURTHER DETAIL.
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AutoCAD SHX Text Pavement Plan
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AutoCAD SHX Text Resurface Roads And Parking Lots
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CS128
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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
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AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
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AutoCAD SHX Text 6/14/2020
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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:
FREEDOM LANE
FREEDOM LANE
COAST GUARD LN.
ARMY LN.
AI
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QUARTERS RD.
QUARTERS RD.
AIR FORCE LN.
COAST GUARD LANE
PARKING LOT 10
PA
RK
IN
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LO
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PARKING LOT 7
PA
RK
IN
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LO
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PARKING
LOT 16
PARKING LOT 12
PARKING
LOT 13
PARKING
LOT 20
ONM
LKJ
HGF
DCB
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A
SUMMARY OF ROADWAY PAVEMENT RECONSTRUCTION
ROAD NAME TYPE OF RECONSTRUCTION TOTAL PAVEMENT (SF)
FORT ROAD PCC SLAB REPLACEMENT 16,499
FREEDOM LANE AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 74,057
AC PAVEMENT - FULL DEPTH (HEAVY DUTY) 13,383
PCC PAVEMENT - FULL DEPTH 2,172
MARINE CORPS LANE AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 12,924
AC PAVEMENT - FULL DEPTH (HEAVY DUTY) 13,849
PCC PAVEMENT - FULL DEPTH 6,136
COAST GUARD LANE AC PAVEMENT - FULL DEPTH (HEAVY DUTY) 24,440
AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 14,637
BLDG 41/42 AREA AC PAVEMENT - FULL DEPTH (HEAVY DUTY) 35,847
PCC PAVEMENT - FULL DEPTH 694
71N DROPOFF AC PAVEMENT - MILL & OVERLAY 2,305
ARMY LANE AC PAVEMENT - FULL DEPTH (HEAVY DUTY) 48,900
PCC PAVEMENT - FULL DEPTH 1,556
AC PAVEMENT - MILL & OVERLAY 945
NAVY LANE AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 9,990
AC PAVEMENT - FULL DEPTH (HEAVY DUTY) 14,613
AIR FORCE LANE AC PAVEMENT - FULL DEPTH (HEAVY DUTY) 29,756
PCC PAVEMENT - FULL DEPTH 786
7/8 ACCESS ROAD PCC PAVEMENT - FULL DEPTH 1063
INDEPENDENCE LANE AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 6,988
QUARTERS ROAD AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 54,754
MAINTENANCE AREA AC PAVEMENT - FULL DEPTH (HEAVY DUTY) 57,181
PCC PAVEMENT - FULL DEPTH 200
SUMMARY OF PARKING LOT RECONSTRUCTION
LOT NUMER TYPE OF PAVEMENT TOTAL PAVEMENT (SF)
LOT 2 AC PAVEMENT - MILL & OVERLAY 15,760
AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 762
LOT 4 AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 35,529
LOT 7 AC PAVEMENT - MILL & OVERLAY 23,028
AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 1,020
LOT 8 & DRIVEWAY AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 10,289
PCC PAVEMENT- FULL DEPTH 1,600
LOT 9 AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 1,443
LOT 10 AC PAVEMENT - MILL & OVERLAY 26,935
AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 107
LOT 12 AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 16,061
LOT 13 AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 1,019
LOT 14 & DRIVEWAY AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 1,866
LOT 16 AC PAVEMENT - MILL & OVERLAY 9,126
LOT 17 PCC PAVEMENT - FULL DEPTH 1,315
LOT 21 AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 2,294
BUILDING 27 LOT AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 8,339
NAVY LANE PARKING AC PAVEMENT - FULL DEPTH (MEDIUM DUTY) 5,935
FORT RD (T-337)
FREEDOM LANE
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NAVY LN.
3 64 27
FORT RD (T-337)
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PARKING LOT 6
PARKING LOT 15
PARKING LOT 1
PARKING LOT 22
12"
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SCALE: 1"=250'
500'250'0'
SIGN TABULATION (PROPOSED SITEWIDE)
SYMBOL SERIES (US DEPT OF VA) SERIES (MUTCD) SIZE QTY. MESSAGE
PL-12.04.A - 18"X12" 1 HANDICAP
PARKING ONLY
- R1-1; R1-10P 30"X30"
24"X18" 1 STOP; EXCEPT
RIGHT TURN
EN-05.02.D - - 4
AUTHORIZED
VEHICLES
ONLY BEYOND
THIS POINT
PL-12.03.C5 - 18"X12" 2 MOTORCYCLE
PARKING ONLY
PL-12.03.A2 - 18"X12" 2 BUS PARKING
ONLY
PL-12.04.C - 18"X12" 5
VAN
ACCESSIBLE
ADA SPACE
B
A
C
D
E
F
NOTES:
1. EXISTING SIGNS TO BE RELOCATED ARE NOT INCLUDED IN THIS CHART.
NOTES:
1. REFER TO OVERALL LANDSCAPING PLAN FOR LANDSCAPE SCHEDULE AND SPECIES.
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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 6/14/2020
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AutoCAD SHX Text 666-17-104
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CONSULTANTS:
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CS129
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
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CONSULTANTS:
LP-5
BLDG
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BUSH
LP-4
LP-3
10" CONF.
10" CONF.
18"
CONF.
18"
CONF.12"
CONF.
12"
CONF.
12"
CONF.
LID
STEPS
STEPS
STEPS
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CONF.
BURIED
PAVERS
GRAVEL
AREA
GRAVEL
AREASTEPS
STEPS
STEPS
12"
CONF.
12"
CONF.
LP-2
20"
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24" DECD.
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LP-48
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CO
QUARTERS 12
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TA
(13 PARKING SPACES)
(11
PARKING SPACES)
(10 PARKING SPACES)
.0'
[7m
18.0'[5.5m]
9.0'[2.7m]
18.0' [5.5m]
9.0
[2.
7m
9.0' [2.7m]
R=5' [1.5m]
R=5' [1.5m]
R=5' [1.5m]
R=3' [0.9m]
R=15' [4.6m]
R=15' [4.6m]
R=5' [1.5m]
R=5' [1.5m]
S1 °3
1'3 4"
W
.73
.0'
[5.
5m
.0' [5.
5m
580.14'
L=3 41.39R=147.00 L=
2.
R=
1.0
L=
4.
R = 2
.0
L=233.0 3 R=300.0 0
S59°07'40"W
26.66'
22.0' [6.7m]
11.0' [3.4m]
.0'
[5.
5m
11.0'[3.4m]
E.O.P.
E.O.P.
E.O.P.
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 14 SF)
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 16 SF)
REPLACE CONC SW
(APPROX 16 SF) REPLACE CONC SW
(APPROX 35 SF)
REPLACE CONC SW
(APPROX 15 SF)
TYPE C CURB & GUTTER
(STA. 11+18 TO STA. 43+08)
(APPROX 3,169 LF)
TYPE C CURB & GUTTER
(STA. 23+28 TO STA. 37+02)
(APPROX 1,406 LF)
CONC DUMPSTER PAD
(APPROX 40 SF)
(8'X5')
CONC DUMPSTER PAD
(APPROX 54 SF)
CONC APRON & GUTTER
(8' WIDE)
(APPROX 512 SF)
CONC APRON & GUTTER
(8' WIDE)
(APPROX 492 SF)
CONC APRON & GUTTER
(8' WIDE)
(APPROX 493 SF)
REPAIR/REPLACE
PAVERS AS
NECESSARY
11.0' [3.4m]
8.0
[2.
4m
SEAL AREA BETWEEN
PAVEMENT/CONCRETE
AND BUILDING
SEAL AREA BETWEEN
PAVEMENT/CONCRETE
AND BUILDING
SEAL AREA BETWEEN
PAVEMENT/CONCRETE
AND BUILDING
SEAL AREA BETWEEN
PAVEMENT/CONCRETE
AND BUILDING
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 87,454)
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 54,754)
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 54,754)
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
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SITE SYMBOL - IMPROVEMENTS
CONCRETE CURB
SAWCUT LINE
4" YELLOW PAINT 45° @ 4' C-C
HANDICAP PARKING SYMBOL
18" WHITE PAINT @ 4' C-C, 6' WIDE
SITE SYMBOL - STRIPING
ASPHALT
CONCRETE
MILL/OVERLAY
4" YELLOW PAINT
DECIDUOUS TREE
LIGHT POLE
MATCH CURB TO EXISTING CURB,
HORIZONTAL & VERTICAL
MATCH SIDEWALK TO EXISTING
SIDEWALK, HORIZONTAL & VERTICAL
SITE SYMBOL - CONCRETE
REPLACE SIDEWALK TO NEAREST JOINT
INSTALL DEPRESSED CURB3
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
REPLACE SIDEWALK TO NEAREST JOINT
INSTALL ADA RAMP W/ FLUSH CURB4
TAPER CURB TO EDGE OF PAVEMENT5
RELOCATE EXISTING SIGN & POST
SITE SYMBOL - SIGNAGE
MATCH PAVEMENT TO EXISTING
CONCRETE6
REPLACE EXISTING CONCRETE AS
NECESSARY TO MATCH CURB7
TRANSITION FROM TYPE C CURB TO
TYPE C SPILLOUT CURB & GUTTER8
ADJUST CURBLINE TO LAYOUT OF
EXISTING CONCRETE9
RELOCATE EXISTING DIRECTIONAL
SIGN INSTALL NEW FOUNDATION2
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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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PE# 17277
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ARCHITECT/ENGINEERS:
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SHERIDAN VAHCS PLANNING AND ENGINEERING
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AutoCAD SHX Text 6/14/2020
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CONSULTANTS:
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CS130
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AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
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CONSULTANTS:
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SEE SHEET CS134 CS134
SEE SHEET CS131 CS131
12" CONF.
18" DECD.
36" DECD.CO
AS
T
GU
AR
D
LA
NE
COAST GUARD LANE
21" DECD.
LP-6
36" DECD.
LP-7
STEEL
LID
CONC. WALL
FREEDOM LANE
12" DECD.
10" DECD.
6"
DECD.
LP-8
LIGHT
BOLLARD
(TYP.)
BLDG
71N
BLDG
BLDG
BLDG
FREEDOM LANE
QUARTERS RD.
STEPS
LP-51
LP-52
LID
CONC.WALL
CONC.WALL
LANDSCAPE
LIGHT
M
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
HEATED
CONC
PVMNT
PARKING
LOT 21
F
SWCT
MA
HN
E.O.P.
E.O.P.
E.O.P.
SWCT
BR
.0'
[5.
5m
23.0'[7m]
.0'
[7m
LP
LP
LP
LP
R=5' [1.5m]
R=35' [10.7m]
R=4' [1.1m]
R=3' [0.9m]
R=35' [10.7m]
R=35' [10.7m]
YIELD
SIGN
YIELD
SIGN
STREET NAME
SIGN
STREET NAME
SIGN
R=20' [6.1m]
COAST GUARD LN
STA: 18+92.28
N: 906988.52 E: 401978.31
STA: 180+00.00
N: 907076.84 E: 401634.18
FREEDOM LN
STA: 37+49.04
N: 906942.78 E: 401535.47
S76°17'31"E 658.18'
S1 3°
'29
"W
.22
N76°21'57"W
580.14'
N43° 00'
46" E
36.
40'
L=122.60
R=375.00
L=7 6.55
R=250.00
L=119.85R =80.00
L=386.73
R=365.00
N62°54'39"W
41.70'
N80°27'18"W 210.01'
.5'
[6.
9m
.0'
[7m
.0'
[7m
1 11
AC PVMT PARKING LOT
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX. 2,295 SF.)
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 20 SF)
REPLACE CONC SW
(APPROX 22 SF)
REPLACE CONC SW
(APPROX 21 SF)
TYPE C CURB & GUTTER
(APPROX 173 LF)
TYPE C CURB & GUTTER
(APPROX 121 LF)
TYPE C CURB & GUTTER
(APPROX 22 LF)
TYPE C CURB & GUTTER
(APPROX 92 LF)
CONC VALLEY GUTTER
(6' WIDE)
(APPROX 93 LF)
CONC VALLEY GUTTER
(3' WIDE)
(APPROX 12 LF)
CONC VALLEY
GUTTER (3' WIDE)
(APPROX 25 LF)
TYPE C CURB & GUTTER
(STA. 11+18 TO STA. 43+08)
(APPROX 3,169 LF)
TYPE C CURB & GUTTER
TYPE C CURB & GUTTER
(STA. 23+28 TO STA. 37+02)
(APPROX 1,406 LF)
TYPE C CURB & GUTTER
(STA. 37+95 TO STA. 43+08
STA. 130+00 TO STA. 131+21)
(APPROX 646 LF)
TYPE C CURB & GUTTER
(APPROX 203 LF)
TYPE C CURB & GUTTER
(STA. 19+16 TO STA. 22+50
TO STA. 180+00 TO STA 180+80)
(APPROX 416 LF)
TYPE C CURB & GUTTER
(STA. 19+16 TO STA. 23+01)
(APPROX 416 LF)
TYPE C CURB & GUTTER
(APPROX 134 LF)
R=68' [20.9m]
R=5' [1.5m]
23.
0'
[7m
6 22 .5'
[6.
9m
]23 .0'
[7m
SEAL AREA BETWEEN
PAVEMENT/CONCRETE
AND BUILDING
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 87,454)
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 54,754)
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 33,830)
CONC SW
(APPROX 22 SF)
PH
AS
E
PH
AS
E
DEDUCT 2.8
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
W
V
U
TS
RQP
ONM
LKJ
HGF
DCB
I
E
A
X
SITE SYMBOL - IMPROVEMENTS
CONCRETE CURB
SAWCUT LINE
4" YELLOW PAINT 45° @ 4' C-C
HANDICAP PARKING SYMBOL
18" WHITE PAINT @ 4' C-C, 6' WIDE
SITE SYMBOL - STRIPING
ASPHALT
CONCRETE
MILL/OVERLAY
4" YELLOW PAINT
DECIDUOUS TREE
LIGHT POLE
MATCH CURB TO EXISTING CURB,
HORIZONTAL & VERTICAL
MATCH SIDEWALK TO EXISTING
SIDEWALK, HORIZONTAL & VERTICAL
SITE SYMBOL - CONCRETE
REPLACE SIDEWALK TO NEAREST JOINT
INSTALL DEPRESSED CURB3
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
REPLACE SIDEWALK TO NEAREST JOINT
INSTALL ADA RAMP W/ FLUSH CURB4
TAPER CURB TO EDGE OF PAVEMENT5
RELOCATE EXISTING SIGN & POST
SITE SYMBOL - SIGNAGE
MATCH PAVEMENT TO EXISTING
CONCRETE6
REPLACE EXISTING CONCRETE AS
NECESSARY TO MATCH CURB7
TRANSITION FROM TYPE C CURB TO
TYPE C SPILLOUT CURB & GUTTER8
ADJUST CURBLINE TO LAYOUT OF
EXISTING CONCRETE9
RELOCATE EXISTING DIRECTIONAL
SIGN INSTALL NEW FOUNDATION2
SWCT
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Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
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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 C
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AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
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SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
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AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
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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 Site Improvement Plan 'B'
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AutoCAD SHX Text Resurface Roads And Parking Lots
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CS131
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AutoCAD SHX Text C
AutoCAD SHX Text B
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AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
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CONSULTANTS:
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SEE SHEET CS135 CS135
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SEE SHEET CS132 CS132
AutoCAD SHX Text
SEE SHEET CS135 CS135
SEE SHEET CS130 CS130
COAST GUARD LANE
COAST GUARD LANE
STEEL
LID
12" DECD.
10" DECD.
6"
DECD.
LP-8
LIGHT
BOLLARD
(TYP.)
LP-9
LP-10
3"
DECD.
LP-11
CONC. WALL
2"
DECD.
W/ RING
LIGHT
BOLLARD
(TYP.)
PARKING LOT 12
LP
LP-12
42" DECD.
BLDG
(4) BOLLARDS
FUEL ISLAND
BLDG
71N
LANDSCAPE
LIGHT
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
DIRECTION
SIGN
DIRECTORY
SIGN
10 MPH
NO PARK.
ADA PARKING
SIGN
YIELD
SIGNOUTPATIENT &
VIS. PARK.ONLY
SIGN
G
E.O.P.
(47 PARKING SPACES)
WHEEL
STOP
(TYP.)
24.0'
[7.3m]
18.0'
[5.5m]
.3'
[7.
4m
SWCT
47 PROPOSED SPACES (11 ADA SPACES)
18.0'
[5.5m]
.0'
[6.
7m
.5'
[5.
3m
LP
LP
LP
LP
RELOCATED
LIGHT POLE
(PREVIOUSLY
LP-87)
STREET
NAME
SIGN
RESERVED
PARK. ADA
SIGN (5)
9.0'[2.7m]
R=20' [6.1m]
R=25' [7.6m]
R=5' [1.5m]
COAST GUARD LN
STA: 15+62.52
N: 906799.96 E: 402219.49
COAST GUARD LN
STA: 16+35.37
N: 906802.18 E: 402148.70
COAST GUARD LN
STA: 17+60.03
N: 906904.35 E: 402079.62
COAST GUARD LN
STA: 18+92.28
N: 906988.52 E: 401978.31
S86°17'50"W430.11'
N43° 00'
46" E
36.
40'
S46°59'14"E
110.34'
S37°55'23"E
38.74'
L=8 9.60 R =100 0.0 0
L=53.29
R= 51.00
L=28.94 R=70.0 0
L=122.60
R=375.00
N62°54'39"W
41.70'
L= 4 2.41 R=27.00
L=83.8 4 R=530.00
L=38.07 R=75.00
N38°58'10"W
11.23'
L=63.53 R=197.00
.5'
[6.
9m
.0'
[7.
3m
1 1
AC PVMT PARKING LOT
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX. 2,295 SF.)
AC PVMT PARKING LOT
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX. 16,061 SF)
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 33,830 SF)
AC PVMT
EXPANSION &
RECONSTRUCTION
(APPROX. 35,926 SF)
AC PVMT CONVERTED
TO PCC PVMT
(APPROX 625 SF)
AC PVMT ROADWAY
MILL & OVERLAY
(APPROX 2,287 SF)
PROPOSED CURB & GUTTER
MATCH EXISTING
(APPROX 30 LF)
FULL DEPTH
AC PVMT (2' WIDE)
TYPE C CURB & GUTTER
(APPROX 92 LF)
TYPE C CURB & GUTTER
(APPROX 162 LF)
TYPE C CURB & GUTTER
(APPROX 174 LF)
TYPE C CURB & GUTTER
(APPROX 451 LF)
TYPE C CURB & GUTTER
(APPROX 157 LF)
TYPE C CURB & GUTTER
(STA. 19+16 TO STA. 23+01)
(APPROX 416 LF)
TYPE C CURB & GUTTER
(STA. 12+97 TO STA. 15+28)
(APPROX 247 LF)
TYPE C CURB & GUTTER
(APPROX 134 LF)
39 EXISTING SPACES (11 ADA SPACES)
CONC VALLEY
GUTTER (6' WIDE)
(APPROX 56 LF)
CONC VALLEY
GUTTER (6' WIDE)
(APPROX 135 LF)
TYPE C SPILLOUT
CURB & GUTTER
(APPROX 206 LF)
R=15' [4.6m]
R=8' [2.4m]
1 1
R=25'
R=15' [4.6m]
SEAL AREA BETWEEN
PAVEMENT/CONCRETE
AND BUILDING
TYPE C SPILLOUT
CURB & GUTTER
(APPROX. 56 LF)
CONC SW
(APPROX 22 SF)
CONC SW
(APPROX 22 SF)
DEDUCT 2.1
DEDUCT 2.2
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
W
V
U
TS
RQP
ONM
LKJ
HGF
DCB
I
E
A
X
SITE SYMBOL - IMPROVEMENTS
CONCRETE CURB
SAWCUT LINE
4" YELLOW PAINT 45° @ 4' C-C
HANDICAP PARKING SYMBOL
18" WHITE PAINT @ 4' C-C, 6' WIDE
SITE SYMBOL - STRIPING
ASPHALT
CONCRETE
MILL/OVERLAY
4" YELLOW PAINT
DECIDUOUS TREE
LIGHT POLE
MATCH CURB TO EXISTING CURB,
HORIZONTAL & VERTICAL
MATCH SIDEWALK TO EXISTING
SIDEWALK, HORIZONTAL & VERTICAL
SITE SYMBOL - CONCRETE
REPLACE SIDEWALK TO NEAREST JOINT
INSTALL DEPRESSED CURB3
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
REPLACE SIDEWALK TO NEAREST JOINT
INSTALL ADA RAMP W/ FLUSH CURB4
TAPER CURB TO EDGE OF PAVEMENT5
RELOCATE EXISTING SIGN & POST
SITE SYMBOL - SIGNAGE
MATCH PAVEMENT TO EXISTING
CONCRETE6
REPLACE EXISTING CONCRETE AS
NECESSARY TO MATCH CURB7
TRANSITION FROM TYPE C CURB TO
TYPE C SPILLOUT CURB & GUTTER8
ADJUST CURBLINE TO LAYOUT OF
EXISTING CONCRETE9
RELOCATE EXISTING DIRECTIONAL
SIGN INSTALL NEW FOUNDATION2
SWCT
A F
F
ADA PARKING SYMBOL
(TYP.) 8.00'
[2.44m] 11.00' [3.35m]
5.00' [1.52m]
5.00' [1.52m]
8.00' [2.44m]
5.00' [1.52m]
8.00' [2.44m]
5.00' [1.52m]
8.00' [2.44m]
8.00' [2.44m]
5.00' [1.52m]
9.00' [2.74m]
4" YELLOW PAINT 45° @4' C-C
(TYP.)
RELOCATED EXISTING
ADA PARKING SIGN
(TYP.)
B/ 4"
(T
YP
Y/ 4"
(T
YP
B/ 4"
(T
YP
Y/ 4"
(T
YP
VAN ACCESSIBLE SPACE
EXISTING FLUSH CONC.
(TO BE MAINTAINED)
CONC. WHEEL STOP
(TYP.)
TAPER TO FLUSHTAPER TO FLUSH
TYPE C CONC.
CURB & GUTTER
TYPE C CONC.
CURB & GUTTER
4" BLUE PAINT 45° @4' C-C
(TYP.)
EXISTING ADA PARKING SIGN (TYP.)
ADJUST AS NECESSARY
9.00' [2.74m]
8.00' [2.44m]
5.00' [1.52m]
8.00' [2.44m]
5.00' [1.52m]
8.00' [2.44m]
5.00' [1.52m]
11.00' [3.35m]
5.00' [1.52m]
8.00' [2.44m]
5.00' [1.52m]
9.00' [2.74m]
B/ 4"
(T
YP
B/ 4"
(T
YP
B/ 4"
(T
YP
Y/ 4"
(T
YP
EXISTING CONC SW & DWS'S
(TO BE MAINTAINED)
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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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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'
SIGN TABULATION (PROPOSED SITEWIDE)
SYMBOL SERIES (US DEPT OF VA) SERIES (MUTCD) SIZE QTY. MESSAGE
PL-12.04.A - 18"X12" 1 HANDICAP
PARKING ONLY
- R1-1; R1-10P 30"X30"
24"X18" 1 STOP; EXCEPT
RIGHT TURN
EN-05.02.D - - 4
AUTHORIZED
VEHICLES
ONLY BEYOND
THIS POINT
PL-12.03.C5 - 18"X12" 2 MOTORCYCLE
PARKING ONLY
PL-12.03.A2 - 18"X12" 2 BUS PARKING
ONLY
PL-12.04.C - 18"X12" 5
VAN
ACCESSIBLE
ADA SPACE
B
A
C
D
E
F
LOT 12 ADA PARKING DETAIL
(1"=10')
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AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
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CONSULTANTS:
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AutoCAD SHX Text Site Improvement 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
CS132
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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
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CONSULTANTS:
AutoCAD SHX Text
SEE SHEET CS136 CS136
AutoCAD SHX Text
SEE SHEET CS133 CS133
AutoCAD SHX Text
SEE SHEET CS136 CS136
FUEL ISLAND
LP13
BLDG
20" CONF.
25" CONF.
15" CONF.
15" CONF.
15" CONF.
35" CONF. 12" CONF.30" CONF.
LP-14
CA
VA
LR
Y
LA
NE
MMH
LID
AUTHORIZED
VEH. ONLY
SIGN
STOP SIGN
COAST GUARD LANE
H
TA
E.O.P.
E.
O.
P.
LP
LP
STREET
NAME
SIGN
ARMY LN
STA: 67+75.29
N: 906844.09 E: 402779.86
COAST GUARD LN
STA: 7+13.05
N: 906869.20 E: 403065.71
B
9 S84°58'48"W 286.95'
.0'
[7.
3m
AC PVMT
EXPANSION &
RECONSTRUCTION
(APPROX. 35,926 SF)
AC PVMT ROADWAY
RECONSTRUCTION & WIDENING
W/ REPLACED SUBBASE
(APPROX 5,458 SF)
CONC SW, ADA RAMP
& DWS (APPROX 100 SF)
PROPOSED CURB & GUTTER
MATCH EXISTING
(APPROX 30 LF)
FULL DEPTH
AC PVMT (2' WIDE)
TYPE C CURB & GUTTER
(APPROX 174 LF)
TYPE C CURB & GUTTER
(APPROX 133 LF)
TYPE C CURB & GUTTER
(APPROX 263 LF)
TYPE C CURB & GUTTER
(APPROX 254 LF)
R=25' [7.6m]R=25'
[7.6m]
R=15' [4.6m]
R=10' [3.0m]
PHASE 3
PHASE 2
PHASE 2
PHASE 3
DEDUCT 3.2
DEDUCT 2.2
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
W
V
U
TS
RQP
ONM
LKJ
HGF
DCB
I
E
A
X
SITE SYMBOL - IMPROVEMENTS
CONCRETE CURB
SAWCUT LINE
4" YELLOW PAINT 45° @ 4' C-C
HANDICAP PARKING SYMBOL
18" WHITE PAINT @ 4' C-C, 6' WIDE
SITE SYMBOL - STRIPING
ASPHALT
CONCRETE
MILL/OVERLAY
4" YELLOW PAINT
DECIDUOUS TREE
LIGHT POLE
MATCH CURB TO EXISTING CURB,
HORIZONTAL & VERTICAL
MATCH SIDEWALK TO EXISTING
SIDEWALK, HORIZONTAL & VERTICAL
SITE SYMBOL - CONCRETE
REPLACE SIDEWALK TO NEAREST JOINT
INSTALL DEPRESSED CURB3
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
REPLACE SIDEWALK TO NEAREST JOINT
INSTALL ADA RAMP W/ FLUSH CURB4
TAPER CURB TO EDGE OF PAVEMENT5
RELOCATE EXISTING SIGN & POST
SITE SYMBOL - SIGNAGE
MATCH PAVEMENT TO EXISTING
CONCRETE6
REPLACE EXISTING CONCRETE AS
NECESSARY TO MATCH CURB7
TRANSITION FROM TYPE C CURB TO
TYPE C SPILLOUT CURB & GUTTER8
ADJUST CURBLINE TO LAYOUT OF
EXISTING CONCRETE9
RELOCATE EXISTING DIRECTIONAL
SIGN INSTALL NEW FOUNDATION2
SWCT
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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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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'
SIGN TABULATION (PROPOSED SITEWIDE)
SYMBOL SERIES (US DEPT OF VA) SERIES (MUTCD) SIZE QTY. MESSAGE
PL-12.04.A - 18"X12" 1 HANDICAP
PARKING ONLY
- R1-1; R1-10P 30"X30"
24"X18" 1 STOP; EXCEPT
RIGHT TURN
EN-05.02.D - - 4
AUTHORIZED
VEHICLES
ONLY BEYOND
THIS POINT
PL-12.03.C5 - 18"X12" 2 MOTORCYCLE
PARKING ONLY
PL-12.03.A2 - 18"X12" 2 BUS PARKING
ONLY
PL-12.04.C - 18"X12" 5
VAN
ACCESSIBLE
ADA SPACE
B
A
C
D
E
F
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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
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CONSULTANTS:
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Site Improvement 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
CS133
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AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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CONSULTANTS:
AutoCAD SHX Text
SEE SHEET CS137 CS137
SEE SHEET CS132 CS132
BLDG
BLDG
BLDG
GAR
BLDG
QUARTERS RD.
CONF.
12"
CONF.
LP-1
LP-2
18"
CONF.
12"
CONF.
10" CONF.
18" CONF.
36" DECD.
12"
CONF.
10" CONF.
20"
CONF.
BUSH
30" DECD.
36" DECD.
42" DECD.
42" DECD.
LP-46
LP-47
FREEDOM LANE
FREEDOM LANE
(2) BOLLARDS
WASH
POLE
48" DECD.
CO
CHILDREN
PLAYING
SIGN
I
A
BR
MA
HN
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.
O.
P.
SWCT
SWCT
SWCT
SW
CT
BR
MA
MC
(14 PARKING SPACES)
(13 PARKING SPACES)
22.0'[6.7m]
23.0' [7m]
18.0' [5.5m]
18.0' [5.5m]
9.0' [2.7m]
9.0' [2.7m]
R=3' [0.9m]
R=10' [3.0m]
STREET NAME
SIGN
FREEDOM LN
STA: 23+60.80
N: 906386.20 E: 401085.38
N3 2°
'37
"E
.04
S2 1°
'03
"W
.51
S28°47'25"E 344.22'
.46
N29°21'13"W
394.30'
N5 °4
9'2 5"
W
.56
L=
.13 R
=2
.0
L=
.0
R =5
0 .
0 0
L=
.6
R =1
.0
L=
2.
R=
1.0
L=
.8
R =6
.0
S22°11'45"E 4.62'
23.0' [7m]
23.0' [7m]
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 15 SF)
REPLACE CONC SW
(APPROX 15 SF)
CONC DUMPSTER PAD
(APPROX 48 SF) TYPE C CURB & GUTTER
(STA. 11+18 TO STA. 43+08)
(APPROX 3,169 LF)
TYPE C CURB & GUTTER
(STA. 23+28 TO STA. 37+02)
(APPROX 1,406 LF)
TYPE C CURB & GUTTER
(STA. 23+28 TO STA. 37+02)
(APPROX 1,406 LF)
CONC DUMPSTER PAD
(APPROX 48 SF)
CONC APRON (5' WIDE)
(APPROX 235 SF) TYPE C CURB & GUTTER
(APPROX 365 LF)
R=5' [1.5m]
R=5' [1.5m]
[3.4m]
R=75' [22.9m]
11.0'[3.4m]
24.0'
[7.3m]
REPLACE CONC SW
(APPROX 28 SF)
SEAL AREA BETWEEN
PAVEMENT/CONCRETE
AND BUILDING
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 87,454)
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 54,754)
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 54,754)
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 54,754)
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
W
V
U
TS
RQP
ONM
LKJ
HGF
DCB
I
E
A
X
SITE SYMBOL - IMPROVEMENTS
CONCRETE CURB
SAWCUT LINE
4" YELLOW PAINT 45° @ 4' C-C
HANDICAP PARKING SYMBOL
18" WHITE PAINT @ 4' C-C, 6' WIDE
SITE SYMBOL - STRIPING
ASPHALT
CONCRETE
MILL/OVERLAY
4" YELLOW PAINT
DECIDUOUS TREE
LIGHT POLE
MATCH CURB TO EXISTING CURB,
HORIZONTAL & VERTICAL
MATCH SIDEWALK TO EXISTING
SIDEWALK, HORIZONTAL & VERTICAL
SITE SYMBOL - CONCRETE
REPLACE SIDEWALK TO NEAREST JOINT
INSTALL DEPRESSED CURB3
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
REPLACE SIDEWALK TO NEAREST JOINT
INSTALL ADA RAMP W/ FLUSH CURB4
TAPER CURB TO EDGE OF PAVEMENT5
RELOCATE EXISTING SIGN & POST
SITE SYMBOL - SIGNAGE
MATCH PAVEMENT TO EXISTING
CONCRETE6
REPLACE EXISTING CONCRETE AS
NECESSARY TO MATCH CURB7
TRANSITION FROM TYPE C CURB TO
TYPE C SPILLOUT CURB & GUTTER8
ADJUST CURBLINE TO LAYOUT OF
EXISTING CONCRETE9
RELOCATE EXISTING DIRECTIONAL
SIGN INSTALL NEW FOUNDATION2
SWCT
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2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
KEY MAP
1"=1500'
SCALE: 1"=30'
60'30'0'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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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 Site Improvement 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
CS134
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text E
AutoCAD SHX Text D
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AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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CONSULTANTS:
AutoCAD SHX Text
SEE SHEET CS138 CS138
AutoCAD SHX Text
SEE SHEET CS135 CS135
AutoCAD SHX Text
SEE SHEET CS135 CS135
SEE SHEET CS130 CS130
71N
X
X
X
X
X
X
X
X
X
X
X
LP-53
FREEDOM LANE
MARINE CORPS LANE
LP-54
LP-55
LP-56
24" CONF.
12" CONF.
24" DECD.
30"
CONF.
18" CONF.
24" DECD.
24" DECD.
LP-59
24" DECD.
24" CONF.
LIGHT
BOLLARD
(TYP.)
X X
CHAINLINK
FENCE
18" CONF.
14" CONF.
LP-60
FRISBEE
NET
12"
DECD.
12"
DECD.
PARKING
LOT 20
DIRECTION
SIGN
NO PARKING
SIGN
NO PARKING
SIGN
DIRECTION
SIGN
INDEPENDENCE LANE
J
B
MA
HN
HN
HN
TA
TA
MA
BR
23.0' [7m]
LP
R=1
[ 30
.5 m
R=89' [27.0m]
DIRECTION SIGN
NO
WEAPONS
SIGN
STREET NAME SIGN
FREEDOM LN
STA: 43+08.79
N: 906616.07 E: 401940.43
FREEDOM LN
STA: 37+49.04
N: 906942.78 E: 401535.47
N60°44'02"E 224.44'
S15°35'09"E 329.79'
S15°35'09"E 40.17'
L=386.73
R=365.00
.0
0 .
24.0' [7.3m]
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 12,924 SF)
REPLACE CONC SW
(APPROX 25 SF)
CONC SIDEWALK
(6' WIDE)
(APPROX 538 SF)
TYPE C CURB & GUTTER
(STA 118+54 TO STA 125+70)
(APPROX 738 LF)
TYPE C CURB & GUTTER
(STA 120+93 TO STA 126+63)
(APPROX 575 LF)
TYPE C
CURB & GUTTER
(STA 131+21 TO
STA 134+06)
(APPROX 293 LF)
TYPE C CURB & GUTTER
(STA. 11+18 TO STA. 43+08)
(APPROX 3,169 LF)
TYPE C CURB & GUTTER
(STA. 37+95 TO STA. 131+21)
(APPROX 646 LF)
CONC SW,
ADA RAMP
& DWS
24.0' [7.3m]
R=25' [7.6m]
23.
0'
[7m
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 87,454)
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 87,454)
PHASE 1
PHASE 3
DEDUCT 1.3
DEDUCT 1.3
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
W
V
U
TS
RQP
ONM
LKJ
HGF
DCB
I
E
A
X
SITE SYMBOL - IMPROVEMENTS
CONCRETE CURB
SAWCUT LINE
4" YELLOW PAINT 45° @ 4' C-C
HANDICAP PARKING SYMBOL
18" WHITE PAINT @ 4' C-C, 6' WIDE
SITE SYMBOL - STRIPING
ASPHALT
CONCRETE
MILL/OVERLAY
4" YELLOW PAINT
DECIDUOUS TREE
LIGHT POLE
MATCH CURB TO EXISTING CURB,
HORIZONTAL & VERTICAL
MATCH SIDEWALK TO EXISTING
SIDEWALK, HORIZONTAL & VERTICAL
SITE SYMBOL - CONCRETE
REPLACE SIDEWALK TO NEAREST JOINT
INSTALL DEPRESSED CURB3
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
REPLACE SIDEWALK TO NEAREST JOINT
INSTALL ADA RAMP W/ FLUSH CURB4
TAPER CURB TO EDGE OF PAVEMENT5
RELOCATE EXISTING SIGN & POST
SITE SYMBOL - SIGNAGE
MATCH PAVEMENT TO EXISTING
CONCRETE6
REPLACE EXISTING CONCRETE AS
NECESSARY TO MATCH CURB7
TRANSITION FROM TYPE C CURB TO
TYPE C SPILLOUT CURB & GUTTER8
ADJUST CURBLINE TO LAYOUT OF
EXISTING CONCRETE9
RELOCATE EXISTING DIRECTIONAL
SIGN INSTALL NEW FOUNDATION2
SWCT
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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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2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
KEY MAP
1"=1500'
SCALE: 1"=30'
60'30'0'
AutoCAD SHX Text
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AutoCAD SHX Text E
AutoCAD SHX Text D
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AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
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CONSULTANTS:
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AutoCAD SHX Text Site Improvement Plan 'F'
AutoCAD SHX Text
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AutoCAD SHX Text Resurface Roads And Parking Lots
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CS135
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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
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CONSULTANTS:
AutoCAD SHX Text
SEE SHEET CS139 CS139
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SEE SHEET CS136 CS136
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SEE SHEET CS139 CS139
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SEE SHEET CS136 CS136
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SEE SHEET CS134 CS134
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SEE SHEET CS134 CS134
AutoCAD SHX Text
SEE SHEET CS131 CS131
COAST GUARD LANE
LP-10
DECD.
LP-11
X
X
X
2"
DECD.
W/ RING
LIGHT
BOLLARD
(TYP.)
(21) BOLLARDS
LP-12
42" DECD.
CONC. WALL
LP
(4) BOLLARDS
LP
PARKING LOT 10
LP
LP
BLDG
BLDG
71N
AI
R
FO
RC
E
LA
NE
LP-84
21"
DECD.
21"
DECD.
LP-85
8"
DECD.
8"
DECD.
8"
DECD.
8"
DECD.
8"
DECD.
8"
DECD.
LP-87
CONC. WALL
36"
CONF.
12"
DECD.
PARKING LOT 10
PARKING LOT 4
LP-90
LP-88
BLDG
LP-54
LP-55
LP-56
24" CONF.
12" CONF.
24" DECD.
30"
CONF.
24" DECD.
30" DECD.
12"
DECD.24" CONF.
LIGHT
BOLLARD
(TYP.)
X X
12"
DECD.
12"
DECD.
M
TWS
TWSTWS
PARKING
LOT 13
PARKING
LOT 20
CONC. WALL
STEPS
VISITOR
PARKING
SIGN
EMERG.VEH.
PARKING
SIGN
BLDG 9
SIGN
NO
PARK
SIGN
STREET
NAME
SIGN
NO PARKING
SIGN
YIELD
SIGN
NO PARKING
SIGN
NO PARKING
SIGN
DIRECTORY SIGN
BLDG 71
SIGN NO PARK
SIGN
AMBULANCE
ENTRANCE
SIGN
ST. NAME
SIGN
STOP
SIGN
NO WEAPONS
SIGN
STOP SIGN
DIRECTION
SIGN
SPEED LIMIT 20
SIGN
DIRECTORY
SIGN
PARKING
LOT 10
SIGN
NO PARKING
SIGN
BLDG 8
DIRECTORY
SIGN
VISITOR
PARKING
SIGN
10 MPH
NO PARK.
SIGNS
YIELD
SIGNOUTPATIENT &
VIS. PARK.ONLY
SIGN
30 MIN.
PARK
(4) HC
PARK SIGN
HEATED
CONC SW
STEPS
INDEPENDENCE LANE
BLDG
K
C
HN
TA
TA
HN
HN
.3'
[7.
4m
.8' [5.
4m
.1'
[6.
7m
.6' [5.
4m
24.0' [7.3m]18.0'
[5.5m]
SWCT
SW
CT
126 PROPOSED SPACES (6 ADA SPACES)
.0'
[6.
7m
9.0' [2.7m]
22.0' [6.7m]
.5'
[5.
3m
.8'
[5.
4m
18.0' [5.5m]
9.0' [2.7m]
9.0' [2.7m]
LP
LP
LP
LP
0'
[ 30 .5 m
LP-87)
STREET
NAME
SIGN
STOP SIGN
RESERVED
PARK. ADA
SIGN
RESERVED
PARK. ADA
SIGN
R=25' [7.6m]
R=5' [1.5m]
(84 PARKING SPACES )
N: 906799.96 E: 402219.49
COAST GUARD LN
STA: 16+35.37
N: 906802.18 E: 402148.70
E: 402079.62
S86°17'50"W430.11'
S15°35'09"E 329.79'
S15°35'09"E 40.17'
N1 5°
'51
"W
8.8 4'
N1 6°
'25
"W
9.5 8'
N3 °0
7'0 6"
W
.71
S37°55'23"E
38.74'
L =89.6 0 R =1000.00
L=53.29
R =51.00
L=
.2
R =7
5 .
94 0
L=38.07 R=75.00
N38°58'10"W
11.23'
L=63.53 R=197.00
L=
8.
R =5
.0
24.0' [7.3m]
24.0' [7.3m]
.0'
[7.
3m
1 1
1 2
24.0' [7.3m]
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 33,830 SF)
MILL & OVERLAY - APPROX 26,935 SF
AC PVMT PARKING LOT
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX. 35,529 SF TOTAL)
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX 29,756 SF)
AC PVMT PARKING
RECONSTRUCTION
W/ REPLACED SUBBASE
(APPROX. 1,019 SF)
AC PVMT ROADWAY
RECONSTRUCTION
W/ REPLACED SUBBASE
REPLACE CONC SW
(APPROX 25 SF)
CONC SW
(APPROX 171 SF)
CONC SW, ADA
RAMP & DWS
(APPROX. 108 SF)
AC PVMT ROADWAY
MILL & OVERLAY
(APPROX 2,287 SF)
FULL DEPTH AC PVMT
(2' WIDE)
(APPROX 73 SF)
PROPOSED CURB & GUTTER
(MATCH EXISTING GUTTER
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