666-17-104_14_Lighting.pdf
PDF 19 MB Posted
- Solicitation number
- 36C25923R0039
About this file
This federal contract opportunity is for resurfacing road and parking services. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19 is soliciting proposals under solicitation number 36C25923R0039 to resurface roads and parking areas on its campus as part of Phase 3 improvements. Offerors should provide pricing to complete road and parking lot resurfacing work, with responses due by the date specified in the solicitation. The contract is set to be awarded to a single vendor who can complete the work within the time frame required by the agency. Relevant experience resurfacing roads and parking lots for government agencies is preferred.
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COAST GUARD LANE
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MARINE CORPS LN.
MARINE CORPS LN.
SITE SYMBOL - IMPROVEMENTS
EXISTING ISOMETRIC FOOTCANDLE LEVEL
ISOMETRIC FOOTCANDLE LEVEL
EXISTING LIGHT POLE
LIGHT POLEA
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
A
>5 FC
<5 FC AND >3FC
<3 FC AND >1FC
<1 FC AND >0.5FC
A B C D
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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
SCALE: 1"=125'
300'125'0'
PROPOSED LUMINAIRE SCHEDULE
LUMINAIRE
TYPE
MANUFACTURERS QUANTITY NUMBER LAMP DATA POWER SUPPLY VOLTS MOUNTING FIXTURE
DESCRIPTIONLUMENS COLOR CRI LIFE TYPE WATTS
A LEOTEK 13 EC7-24M2-MV-CW-3-XX-700 S 22,500 5K 70 L90 @100,000 HRS NON-DIM 209 120-277 POLE 25 FT MOUNTING
HEIGHT W/ 4 FT ARM
A.1 LEOTEK 9 EC7-24M2-MV-CW-3-XX-700 S 22,500 5K 70 L90 @100,000 HRS NON-DIM 209 120-277 POLE 30 FT MOUNTING
HEIGHT W/ 4 FT ARM
A.2 LEOTEK 2 EC7-24M2-MV-CW-3-XX-700 S 22,500 5K 70 L90 @100,000 HRS NON-DIM 209 120-277 POLE 25 FT MOUNTING
HEIGHT W/ 4 FT ARM.
HOUSE SIDE SHIELD
B LEOTEK 4 EC7-24M2-MV-CW-3-XX-530 S 17,250 5K 70 L90 @100,000 HRS NON-DIM 152 120-277 POLE 25 FT MOUNTING
HEIGHT W/ 4 FT ARM.
HOUSE SIDE SHIELD
B.1 LEOTEK 3 EC7-24M2-MV-CW-3-XX-530 S 17,250 5K 70 L90 @100,000 HRS NON-DIM 152 120-277 POLE 30 FT MOUNTING
HEIGHT W/ 4 FT ARM.
C LEOTEK 1 EC7-24M2-MV-CW-4-XX-530 S 17,250 5K 70 L90 @100,000 HRS NON-DIM 152 120-277 POLE 30 FT MOUNTING
HEIGHT W/ 4 FT ARM.
D LEOTEK 4 EC7-24M2-MV-CW-4-XX-700 S 22,500 5K 70 L90 @100,000 HRS NON-DIM 209 120-277 POLE 30 FT MOUNTING
HEIGHT W/ 4 FT ARM
D.1 LEOTEK 1 EC7-24M2-MV-CW-4-XX-700 S 22,500 5K 70 L90 @100,000 HRS NON-DIM 209 120-277 POLE 25 FT MOUNTING
HEIGHT W/ 4 FT ARM
F LEOTEK 2 EC7-24M2-MV-CW-3-XX-700 S 22,500
(45,000)
5K 70 L90 @100,000 HRS NON-DIM 418 120-277 POLE
(DOUBLE
HEAD)
DOUBLE LIGHT 25 FT
MOUNTING HEIGHT
W/ 4 FT ARM.
EXISTING LUMINAIRE SCHEDULE
LUMINAIRE
TYPE
MANUFACTURERS NUMBER LAMP DATA POWER SUPPLY VOLTS MOUNTING FIXTURE
DESCRIPTIONLUMENS COLOR CRI LIFE TYPE WATTS
A LEOTEK EC7-24M2-MV-CW-3-XX-700 S 22,500 5K 70 L90 @100,000 HRS NON-DIM 209 120-277 POLE
C LEOTEK EC7-24M2-MV-CW-4-XX-530 S 17,250 5K 70 L90 @100,00 HRS NON-DIM 152 120-277 POLE
D LEOTEK EC7-24M2-MV-CW-4-XX-700 S 22,500 5K 70 L90 @100,00 HRS NON-DIM 209 120-277 POLE
E MCGRAW EDISON GAR 080-LED E1 5 A M V BZ 7,537 4K 70 L70 @100,00 HRS NON-DIM 99 120-277 POST TOP
F LEOTEK EC7-24M2-MV-CW-3-XX-700 S 22,500 5K 70 L90 @100,000 HRS NON-DIM 209 120-277 POLE DOUBLE MOUNTED
PROPOSED LUMINAIRE SCHEDULE GENERAL NOTES:
1. LUMINAIRES INCLUDED IN THE SCHEDULE SPECIFY MANUFACTURER AND SERIES. ANY SUBSTITUTION FOR THE LISTED LUMINAIRES SHALL BE APPROVED BY THE
ENGINEER AND COR AND SHALL MEET OR EXCEED THE QUALITIES AND STANDARDS SET FORTH. BY THE LISTED MANUFACTURER AND SERIES
2. ALL LUMINAIRES TO BE PROVIDED WITH A 5 YEAR WARRANTY ON FINISH, LAMP HOLDER.
3. ALL LUMINAIRES SHALL INCLUDE DIE CAST ALUMINUM HOUSING WITH GRAY FINISH AND A SUITABLE PHOTCELL.
4. ALL LUMINAIRES TO BE PROVIDED WITH AN INTERNAL DISCONNECTING MEANS
5. LIGHT POLES SHALL BE AT LEAST 2 12' FROM CURBING.
6. LIGHT POLES SHALL BE ROUND STEEL POLE WITH GALVANIZED FINISH, INCLUDING A 4 FOOT ARM. POLE SHALL BE FURNISHED WITH POLE CAP, ARM ATTACHMENT, REINFORCED HANDHOLE WITH COVER AND GROUNDING AND NUT COVERS.
EXSTING LUMINAIRE SCHEDULE GENERAL NOTES:
1. ALL FIXTURES INCLUDED IN THE SCHEDULE ARE EXISTING TO REMAIN.
2. THE LIGHTING ANALYSIS INCLUDES FIXTURES LOCATED ALONG ROADWAYS AND WITHIN PARKING LOTS
ONLY. THIS ANALYSIS DID NOT INCLUDE ANY EXISTING FIXTURES MOUNTED ON OR NEAR BUILDINGS. THE FOOTCANDLES SHOWN ON THE PLAN REPRESENT ILLUMINATION LEVELS FROM ONLY THE FIXTURES
INCLUDED IN THE ANALYSIS.
3. BASED ON FIELD OBSERVATIONS IT WAS ASSUMED THAT ALL EXISTING LIGHT FIXTURES, UNLESS FURTHER SPECIFIED, HAVE A MOUNTED HEIGHT OF 25'. MOUNTING HEIGHTS THAT DIFFER FROM THIS
ASSUMPTION WERE EITHER FIELD VERIFIED OR PROVIDED BY THE VA.
4. LIGHTING FIXTURE SPECIFICATIONS AND MOUNTING HEIGHTS FOR PARKING LOTS 1, 6, AND 22 WERE TAKEN FROM PLANS PROVIDED BY THE VA. THE LIGHTING FIXTURE SPECIFICATIONS PROVIDED IN THESE CONSTRUCTION DOCUMENTS WERE USED FOR THE ANALYSIS OF THE ROADWAYS AND PARKING LOTS.
ELECTRICAL NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY DISCONNECTIONS TO EXISTING POWER CIRCUIT
TO INSTALL NEW LIGHTING AND CIRCUIT BREAKERS.
2. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK AND CIRCUIT INTERRUPTIONS WITH COR.
3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL WIRE SIZES AND CIRCUITS, INCLUDING LOCATIONS
AND BREAKERS, PRIOR TO ORDERING MATERIALS AND INSTALLATION. INFORMATION ON PLAN WAS PROVIDED TO ACELA BY THE VA AND SHALL BE VERIFIED. MINIMUM CONDUIT SIZE TO BE 1". MINIMUM WIRE SIZE TO BE #8. DEVIATIONS IN MINIMUM WIRE & CONDUIT SIZE TO BE COORDINATED WITH COR.
4. EXISTING CIRCUITS: CONNECT PROPOSED LIGHT POLES TO EXISTING CIRCUITS WHERE STATED.
CONNECT AS NECESSARY TO EXISTING LIGHTING CONTROL PANELS. MARK NEW LIGHT POLE
DESIGNATIONS ON CONTROL COVER PANEL. PROVIDE POLE NUMBER DESIGNATIONS ON EACH NEW
POLE, USING NUMBER ASSIGNED BY COR.
5. PROPOSED CIRCUITS: INSTALL NEW LIGHTING CONTROL PANEL, MATCHING EXISTING LIGHTING CONTROL PANELS, OR ASCO 641AS083CPDST IF EXISTING IS DISCONTINUED. COORDINATE WITH COR ON LIGHTING CONTROL PANEL MANUFACTURER. THE MODEL LISTED SHALL BE CONSIDERED THE BASIS OF DESIGN. SEE DETAIL SHEET FOR WIRING DETAILS. CONNECT PROPOSED CIRCUIT TO NEW LIGHTING CONTROL PANELS. MARK NEW LIGHT POLE DESIGNATIONS ON CONTROL PANEL COVER . PROVIDE POLE
NUMBER DESIGNATIONS ON EACH POLE, USING NUMBER ASSIGNED BY COR.
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AutoCAD SHX Text Revisions:
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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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ARCHITECT/ENGINEERS:
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SHERIDAN VAHCS PLANNING AND ENGINEERING
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4.6
3.2
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0.1
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2.9
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4.5
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4.4
4.1
1.3
0.7
0.4
0.1
0.1
0.1
0.1
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0.8
1.2
2.1
3.0
3.9
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0.1
0.1
0.3
0.5
0.1
0.2
0.6
1.0
1.5
0.3
0.6
1.0
1.1
0.0
0.0
0.1
0.3
1.3
1.9
2.3
0.0
0.0
2.8
2.9
3.4
4.2
4.8
5.6
4.4
5.0
6.4
4.4
5.7
6.4
4.4
5.1
5.0
4.4
3.4
3.2
2.6
2.3
2.3
2.0
1.4
1.1
1.2
1.1
0.7
0.6
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.1
0.7
0.5
1.3
1.1
0.9
2.2
1.9
1.5
2.8
2.6
4.0
3.8
4.4
5.4
5.6
4.5
5.6
6.8
4.5
5.9
4.6
5.2
3.3
3.3
3.5
2.5
2.5
2.4
1.4
1.6
1.0
1.0
0.3
0.4
0.5
0.1
0.1
0.1
0.0
0.0
0.0
0.0
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0.5
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0.3
0.2
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0.2
0.2
0.2
0.4
0.6
0.5
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1.2
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1.5
2.0
2.0
1.2
2.2
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3.7
3.7
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4.1
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1.3
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0.4
0.5
0.1
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0.0
0.0
0.0
0.0
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0.0
0.0
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0.0
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0.0
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0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.3
0.2
0.9
0.7
1.3
2.5
2.3
3.3
2.8
4.5
4.2
4.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
ELECTRIC PANEL
ATTACHED TO GARAGE,
SERVING STREET
LIGHTING (PER VA)
#4 AWG (PROVIDED BY VA)
(CONTRACTOR SHALL VERIFY
EXISTING CONDUCTOR SIZE &
LOCATIONS PRIOR TO ORDERING
MATERIALS AND INSTALLATION)
0.5
E
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
RQP
ONM
LKJ
HGF
DCB
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A
SITE SYMBOL - IMPROVEMENTS
ISOMETRIC FOOTCANDLE LEVEL
EXISTING LIGHT POLE
LIGHT POLEA
FOOTCANDLE1.0
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
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P r o f e s s i o nal E n g i n e e r
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2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
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T
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
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AutoCAD SHX Text D
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AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
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CONSULTANTS:
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Lighting Plan 'A'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Resurface Roads And Parking Lots
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CS237
AutoCAD SHX Text
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AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
SEE SHEET CS241 CS241
SEE SHEET CS238 CS238
CO
AS
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GU
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D
LA
NE
COAST GUARD LANE EB
EB
FREEDOM LANE
TRANS.
C
CMH
E EMH
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(2) TRANS.
BLDG
71N
BLDG
BLDG
BLDG
FREEDOM LANE
QUARTERS RD.
EB
ELEC.
M
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
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DEDUCT 2.8
A
A
A
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A
2.3
1.4
2.8
1.7
0.9
2.7
1.7
1.1
0.9
1.0
1.0
0.3
0.4
0.5
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.6
0.4
1.1
1.1
0.8
1.9
1.6
1.2
2.8
2.5
2.1
3.6
3.3
4.1
4.8
4.8
4.5
5.3
6.4
4.6
5.6
7.0
4.7
5.7
3.5
3.7
4.1
2.7
2.6
2.7
1.7
2.0
2.0
1.2
1.1
0.8
0.8
0.8
1.0
1.0
1.6
1.6
1.5
2.7
3.3
3.0
4.3
2.3
2.9
4.4
2.0
2.9
4.6
1.2
1.8
0.3
0.4
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.7
0.6
1.1
1.2
1.0
2.1
1.9
1.5
3.1
2.6
4.2
3.5
3.9
4.7
5.0
4.5
5.2
6.5
4.5
5.7
4.1
4.6
5.5
3.3
3.4
3.9
2.5
2.6
1.5
1.6
1.8
1.4
1.4
1.2
1.2
1.1
1.2
1.7
1.2
2.3
1.9
1.6
3.1
2.8
2.2
3.2
3.4
2.8
3.0
3.9
4.2
3.1
3.9
4.5
2.8
3.4
4.0
2.0
2.2
2.7
3.2
1.7
1.8
1.8
1.9
1.7
1.6
1.5
1.7
1.4
0.9 1.4 2.5 4.0
4.1
3.8
2.1
1.8
4.9
4.5
4.4
4.7
4.1
3.0
2.0
1.1
3.2
2.7
2.4
5.7
6.2
5.9
5.1
3.6
2.6
1.8
1.2
0.7
0.6
3.8
4.5
3.9
3.4
4.7
1.6
1.0
0.7
0.7
1.4
2.3
3.9
4.5
5.7
0.5
0.9
1.5
2.8
4.1
4.7
6.4
0.9
1.5
3.2
4.3
5.2
6.6
1.6
3.4
4.5
4.9
5.3
2.9
3.2
3.3
3.3
2.1
2.5
2.5
1.2
1.4
1.6
0.8
1.0
0.9
0.3
0.4
0.5
0.1
0.1
0.1
0.3
0.2
0.1
0.8
0.6
1.1
1.0
2.3
2.0
1.7
3.0
2.7
2.3
4.3
3.8
3.1
4.7
5.6
4.4
4.9
6.5
5.3
6.7
4.5
4.9
5.4
3.4
3.4
3.3
2.6
2.5
2.1
1.5
1.7
1.5
1.1
1.0
0.5
0.5
0.7
0.4
0.2
1.0
0.6
0.3
1.2
2.1
1.4
0.7
0.3
1.5
3.1
3.7
3.0
1.8
1.0
1.4
2.2
3.9
4.6
4.2
3.4
1.8
0.7
1.6
3.3
4.3
4.8
5.8
4.3
2.0
0.3
1.2
2.0
3.9
4.6
5.5
7.0
4.7
1.5
0.3
2.8
4.1
4.8
5.9
4.1
0.8
0.2
3.6
4.0
4.8
1.9
0.4
2.8
2.0
0.5
0.2
1.0
0.2
0.1
1.1
0.6
0.1
0.5
0.2
0.1
0.4
0.6
0.4
0.1
0.4
0.6
0.7
0.6
0.3
0.9
1.3
1.0
1.0
2.1
2.0
1.3
3.5
3.0
2.6
5.4
4.1
3.3
6.7
5.6
4.7
0.0
0.0
0.0
0.1
0.1
0.0
0.3
0.2
0.9
0.7
1.3
2.5
2.3
3.3
2.8
4.5
4.2
4.5
4.1
4.6
4.3
5.2
4.4
4.7
3.1
3.1
2.0
2.3
1.2
1.3
0.8
0.9
0.3
0.4
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.5
0.3
1.0
0.8
1.5
1.1
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
1 3
1 1
UTILITY TRENCH &
LAWN RESTORATION
(APPROX 375 LF)
(3)#4 + (1)#8 GRD; 1" C
(APPROX 15 LF)
UTILITY TRENCH &
LAWN RESTORATION
(APPROX 15 LF)
HANDHOLE
(SPLICE TO EXISTING CIRCUIT;
MINIMUM WIRE SIZE SHOWN,
MATCH EXISTING IF LARGER
WIRE SIZE EXISTS)
HANDHOLE
(SPLICE TO EXISTING CIRCUIT;
MINIMUM WIRE SIZE SHOWN,
MATCH EXISTING IF LARGER
WIRE SIZE EXISTS)
(3)#4 + (1)#8 GRD; 1" C
(APPROX 375 LF)
HANDHOLE
(SPLICE TO EXISTING CIRCUIT;
MINIMUM WIRE SIZE SHOWN,
MATCH EXISTING IF LARGER
WIRE SIZE EXISTS) HANDHOLE
(SPLICE TO EXISTING CIRCUIT;
MINIMUM WIRE SIZE SHOWN,
MATCH EXISTING IF LARGER
WIRE SIZE EXISTS)
UTILITY TRENCH &
LAWN RESTORATION
(APPROX 145 LF)
(3)#4 + (1)#8 GRD; 1" C
(APPROX 145 LF)
ONE (1) PROPOSED LIGHT POLE (WITH HANDHOLE)
TO CONNECT TO EXISTING CIRCUIT SUPPLIED
FROM 40A BREAKER ATTACHED TO PANEL ON GARAGE 78,
WHICH IS FED FROM TRANSFORMER TF-14
SERVING THE EXISTING LIGHTING FOR FREEDOM LANE
(INFORMATION PROVIDED BY THE VA - CONTRACTOR TO VERIFY
PRIOR TO ORDERING AND INSTALLATION OF MATERIALS)
ONE (1) PROPOSED LIGHT POLE (WITH HANDHOLE)
TO CONNECT TO EXISTING CIRCUIT SUPPLIED
FROM 40A BREAKER ATTACHED TO PANEL ON GARAGE 78,
WHICH IS FED FROM TRANSFORMER TF-14,
SERVING THE EXISTING LIGHTING FOR FREEDOM LANE
(INFORMATION PROVIDED BY THE VA - CONTRACTOR TO VERIFY
PRIOR TO ORDERING AND INSTALLATION OF MATERIALS)
TWO (2) PROPOSED LIGHT POLES (WITH HANDHOLES)
TO CONNECT TO EXISTING CIRCUIT SUPPLIED
FROM 40A BREAKER ATTACHED TO PANEL ON GARAGE 78,
WHICH IS FED FROM TRANSFORMER TF-14,
SERVING THE EXISTING LIGHTING FOR FREEDOM LANE
(INFORMATION PROVIDED BY THE VA - CONTRACTOR TO VERIFY
PRIOR TO ORDERING AND INSTALLATION OF MATERIALS)
#4 AWG (PROVIDED BY VA)
(CONTRACTOR SHALL VERIFY
EXISTING CONDUCTOR SIZE &
LOCATIONS PRIOR TO ORDERING
MATERIALS AND INSTALLATION)
#4 AWG (PROVIDED BY VA)
(CONTRACTOR SHALL VERIFY
EXISTING CONDUCTOR SIZE &
LOCATIONS PRIOR TO ORDERING
MATERIALS AND INSTALLATION)
HANDHOLE
(SPLICE TO EXISTING CIRCUIT;
MINIMUM WIRE SIZE SHOWN,
MATCH EXISTING IF LARGER
WIRE SIZE EXISTS)
0.5
0.5
0.5
0.5
0.5
0.5
F
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
RQP
ONM
LKJ
HGF
DCB
I
E
A
SITE SYMBOL - IMPROVEMENTS
ISOMETRIC FOOTCANDLE LEVEL
EXISTING LIGHT POLE
LIGHT POLEA
FOOTCANDLE1.0
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
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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
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H
U N
D R
F
E
T architects + engineers acela architects + engineers, pc
2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
O N
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17277
Date
P r o f e s s i o nal E n g i n e e r
W
Y
O M
I
N
G
C
H R
I
S
T
O
P
H
E R
A
R Y
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E
I N
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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 Lighting 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
CS238
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 CS242 CS242
AutoCAD SHX Text
SEE SHEET CS239 CS239
AutoCAD SHX Text
SEE SHEET CS242 CS242
SEE SHEET CS237 CS237
COAST GUARD LANE
COAST GUARD LANE
TRANS.
C
CMH
E EMH
EB
(2) TRANS.
EB
C CMH
EB
EB
EB
P PMH
EB
EB
BLDG
BLDG
71N
GAS GAS GAS
GAS
GAS GAS GAS GAS GAS GAS
GA
S
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
I
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F
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F
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C O
M M
C O
M M
C O
M M
C
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E E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
I
I
I
I
I
I
I
I
I
I
I
GA
S
GA
S
GA
S
DEDUCT 2.1
DEDUCT 2.2
A A
A
A
A
A
A
2.3
1.4
2.8
1.7
0.9
2.7
1.7
1.1
0.9
1.7
1.5
1.5
1.4
2.1
1.9
2.0
2.6
2.5
1.7
2.6
2.5
2.3
2.1
3.3
3.7
2.9
2.4
1.7
3.1
2.9
2.7
2.3
3.7
4.1
4.6
3.6
2.7
3.7
3.5
3.0
3.0
3.9
4.3
4.5
5.6
5.0
4.2
4.0
3.9
3.6
4.2
4.7
4.8
5.6
6.7
6.3
5.6
4.5
4.1
4.5
4.4
4.7
5.2
6.3
6.9
6.5
5.6
5.2
4.5
4.2
3.9
3.5
4.1
5.9
5.2
4.8
4.3
3.8
2.9
2.8
2.8
3.8
4.8
4.6
4.2
3.2
2.2
2.1
1.6
3.1
3.2
4.2
3.9
2.8
1.8
1.4
1.2
2.9
2.4
2.9
3.3
3.2
2.4
1.5
1.2
0.8
3.2
3.2
3.0
2.5
2.4
2.1
1.5
1.0
0.5
5.7
4.2
3.4
3.3
2.3
1.6
1.3
0.7
0.4
7.5
6.3
5.1
4.4
3.1
2.0
1.2
0.7
0.3
7.2
7.0
5.5
5.0
4.1
2.3
1.4
0.7
0.2
5.2
6.9
7.0
6.3
5.1
3.0
1.8
0.9
0.3
6.4
7.6
7.7
6.3
3.8
2.6
1.6
0.5
7.0
7.7
7.0
4.6
3.5
2.1
1.0
5.6
5.9
6.9
7.7
6.3
4.2
2.8
5.1
6.8
7.8
2.8
5.5
2.1
1.8
2.5
2.0
2.9
2.1
2.8
2.2
1.1
2.9
2.3
1.2
2.9
2.3
1.1
2.9
2.2
1.1
2.8
2.0
1.0
2.2
1.7
1.0
1.7
1.3
0.8
1.1
0.8
0.6
0.7
0.5
0.4
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.5
0.1
0.3
0.6
0.9
0.1
0.4
1.0
1.5
0.1
0.4
1.3
2.2
0.2
0.4
1.8
3.2
0.8
1.3
1.9
2.0
1.8
1.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.5
0.9
1.5
2.4
2.5
2.4
2.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.5
0.9
1.6
2.7
3.2
3.4
3.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.6
1.0
1.6
2.7
3.1
3.8
4.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.6
1.0
1.6
2.8
3.2
3.7
4.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.6
1.0
1.6
2.8
3.2
3.8
4.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.5
0.9
1.5
2.7
3.3
3.6
3.8
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.5
0.9
1.5
2.6
3.0
2.9
2.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.4
0.9
1.6
2.3
2.6
2.5
2.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.9
1.4
2.0
2.5
2.4
2.3
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.8
1.2
1.7
2.2
2.1
2.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.8
1.3
2.0
2.5
2.5
2.3
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.8
1.4
2.2
2.7
2.5
2.5
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.8
1.3
2.3
3.0
3.1
3.0
2.8
0.2
0.2
0.2
0.3
0.3
0.4
0.6
1.0
1.3
2.4
3.1
3.4
4.0
3.9
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.8
0.9
1.0
1.5
1.7
2.7
3.2
3.4
4.3
4.8
0.3
0.5
0.7
1.0
1.0
1.1
1.1
1.2
1.2
1.4
1.9
2.2
3.0
3.4
3.4
4.3
4.9
3.2
1.1
0.6
0.1
0.5
0.2
0.1
0.4
0.6
0.4
0.1
0.4
0.6
0.7
0.6
0.3
0.9
1.3
1.0
1.0
2.1
2.0
1.3
3.5
3.0
2.6
5.4
4.1
3.3
6.7
5.6
4.7
6.0
5.7
4.4
3.5
4.6
4.7
2.2
2.7
3.6
0.3
0.6
1.0
1.7
2.5
3.7
0.2
0.4
1.0
1.5
2.5
0.1
0.3
1.0
2.7
0.3
0.3
0.7
2.7
1.3
1.0
0.6
0.5
2.0
2.7
1.8
1.3
1.4
1.6
4.7
3.9
2.9
2.5
1.8
4.5
5.6
4.9
3.4
4.7
5.2
6.1
6.9
3.4
3.8
5.2
6.4
2.9
3.3
3.2
2.7
2.9
2.8
2.3
2.8
2.4
2.8
2.9
3.0
3.5
3.0
3.7
4.7
2.8
3.4
3.7
2.4
3.3
3.6
2.3
2.9
3.0
2.6
2.9
3.1
3.2
3.2
3.0
3.8
4.0
3.9
3.9
4.7
5.5
4.0
4.6
5.7
3.9
4.6
5.7
3.6
4.6
5.0
3.1
3.8
3.5
3.4
2.4
2.9
2.6
2.4
1.4
1.9
1.8
1.6
0.9
1.2
1.1
1.0
0.6
0.7
0.8
0.6
0.6
0.7
0.7
1.2
1.1
1.8
1.8
2.8
2.6
3.7
3.5
4.6
5.1
4.5
5.5
4.5
5.4
4.4
5.2
5.6
4.1
3.9
3.8
3.2
2.8
2.6
2.4
2.2
1.9
1.6
1.5
1.1
0.8
0.5
1.4
1.1
0.8
0.5
0.3
1.2
0.7
0.3
0.2
0.1
0.7
0.2
0.1
0.7
0.3
0.1
0.8
0.3
0.1
0.8
0.3
0.1
0.8
0.3
0.1
0.7
0.3
0.1
0.6
0.2
0.1
0.5
0.2
0.1
0.0
0.0
0.0
0.0
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.2
0.1
0.1
0.7
0.7
0.6
0.4
0.2
1.1
1.2
1.0
0.7
0.4
2.0
2.0
1.7
1.1
0.6
2.7
2.9
2.7
1.7
0.8
0.3
A.1
A.1
0.5
0.5
0.5
0.5
0.5 0.5
0.5
0.5
5 1
UTILITY TRENCH &
LAWN RESTORATION
(APPROX 425 LF)
HANDHOLE
HANDHOLE
TWO (2) PROPOSED LIGHT POLES (WITH HANDHOLES)
TO CONNECT TO EXISTING CIRCUIT SUPPLIED
FROM 20A BREAKER WITHIN BUILDING 41, SERVING
THE EXISTING LIGHTING FOR PARKING LOT 10
TRAFFIC
HANDHOLE
(H-20 RATED)
(3)#8 + (1)#8 GRD; 1" C
(APPROX 255 LF)
(3)#8 + (1)#8 GRD; 1" C
(APPROX 710 LF)
UTILITY TRENCH &
LAWN RESTORATION
(APPROX 260 LF)
HANDHOLE
0.5
0.5
G
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
RQP
ONM
LKJ
HGF
DCB
I
E
A
SITE SYMBOL - IMPROVEMENTS
ISOMETRIC FOOTCANDLE LEVEL
EXISTING LIGHT POLE
LIGHT POLEA
FOOTCANDLE1.0
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
A
O N
E
I N
I R
E
T
O N
E
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E
H
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D R
E
T
O N
E
I N
O
H
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D R
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T
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
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T
O N
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H
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D R
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E
I N
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D R
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T
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 Lighting 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
CS239
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 CS243 CS243
AutoCAD SHX Text
SEE SHEET CS240 CS240
AutoCAD SHX Text
SEE SHEET CS243 CS243
SEE SHEET CS238 CS238
LP13
BLDG
C CMH
EEMH
UP W/
ELEC. BOX
LP-14
CA
VA
LR
Y
LA
NE
C
CMH
COAST GUARD LANE
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
I
I
I
I
I
E
E
E
E E
E
E E
EPHASE 3
PHASE 2
PHASE 2
PHASE 3
DEDUCT 3.2
DEDUCT 2.2
A
A.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.5
0.1
0.3
0.6
0.9
0.1
0.4
1.0
1.5
0.1
0.4
1.3
2.2
0.2
0.4
1.8
3.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.4
0.9
1.6
2.3
2.6
2.5
2.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.9
1.4
2.0
2.5
2.4
2.3
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.8
1.2
1.7
2.2
2.1
2.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.8
1.3
2.0
2.5
2.5
2.3
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.8
1.4
2.2
2.7
2.5
2.5
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.8
1.3
2.3
3.0
3.1
3.0
2.8
0.2
0.2
0.2
0.3
0.3
0.4
0.6
1.0
1.3
2.4
3.1
3.4
4.0
3.9
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.8
0.9
1.0
1.5
1.7
2.7
3.2
3.4
4.3
4.8
0.3
0.5
0.7
1.0
1.0
1.1
1.1
1.2
1.2
1.4
1.9
2.2
3.0
3.4
3.4
4.3
4.9
0.5
0.6
1.0
1.5
1.9
2.1
2.2
2.3
2.4
2.5
2.8
2.9
3.4
3.5
3.7
4.3
4.3
1.4
1.9
2.4
2.9
2.8
2.9
3.0
3.1
3.4
3.2
3.6
3.9
3.9
3.7
3.3
3.2
3.1
3.2
3.5
3.4
3.0
3.4
3.5
3.2
2.8
2.3
4.0
4.2
4.2
4.0
3.2
2.9
3.0
3.0
2.6
2.2
1.8
4.2
4.8
4.6
3.8
6.6
4.9
6.2
0.7
0.7
1.7
3.4
4.7
0.9
0.8
1.3
2.3
3.1
0.9
0.9
1.3
1.8
2.4
1.2
1.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.2
0.1
0.1
0.7
0.7
0.6
0.4
0.2
1.1
1.2
1.0
0.7
0.4
2.0
2.0
1.7
1.1
0.6
2.7
2.9
2.7
1.7
0.8
0.3
3.8
4.0
3.5
1.8
1.0
0.4
5.5
4.7
3.8
1.8
1.2
0.5
5.8
4.5
4.1
1.9
1.3
0.5
5.8
4.5
4.0
1.9
1.2
0.5
5.2
4.7
3.8
1.8
1.1
0.5
3.5
3.7
3.4
1.8
1.0
2.6
2.8
2.5
1.6
0.8
1.8
1.8
1.6
1.0
1.2
0.9
0.9
0.8
0.6
0.3
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.8
0.9
0.7
1.3
1.6
1.4
2.7
3.0
3.0
3.9
4.3
4.4
6.5
6.3
4.7
6.5
5.2
6.8
5.3
4.6
4.6
3.0
3.2
1.7
1.6
0.7
0.9
1.0
0.7
0.1
0.2
0.2
0.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
A.1 0.5
0.5
0.5
0.5
0.5 1
UTILITY TRENCH &
LAWN RESTORATION
(APPROX 425 LF)
HANDHOLE
THREE (3) PROPOSED LIGHT POLES (WITH HANDHOLES)
TO CONNECT TO EXISTING CIRCUIT SUPPLIED
FROM 20A BREAKER WITHIN BUILDING 41, SERVING
THE EXISTING LIGHTING FOR PARKING LOT 10
H
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
RQP
ONM
LKJ
HGF
DCB
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E
A
SITE SYMBOL - IMPROVEMENTS
ISOMETRIC FOOTCANDLE LEVEL
EXISTING LIGHT POLE
LIGHT POLEA
FOOTCANDLE1.0
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
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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
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
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CONSULTANTS:
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text Lighting Plan 'D'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Resurface Roads And Parking Lots
AutoCAD SHX Text
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AutoCAD SHX Text
CS240
AutoCAD SHX Text
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AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text Christopher W. Geary
AutoCAD SHX Text
PE# 17277
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHERIDAN VAHCS PLANNING AND ENGINEERING
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text 6/14/2020
AutoCAD SHX Text Geary
AutoCAD SHX Text Peters
AutoCAD SHX Text Sheridan VA Medical Center
AutoCAD SHX Text Sheridan, WY
AutoCAD SHX Text
AutoCAD SHX Text 666-17-104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
SEE SHEET CS244 CS244
SEE SHEET CS239 CS239
BLDG
BLDG
BLDG
BLDG
GAR
BLDG
QUARTERS RD.
LP-1
LP-2
EM
EM
EBCB
EBCB
EB
EM
EM
EM
LP-46
LP-47
FREEDOM LANE
FREEDOM LANE
EM
TRANS.
EM
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
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
E
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A
A
A
A
3.2
4.7
1.2
2.3
2.9
4.4
0.8
1.2
2.1
3.0
3.9
0.1
0.2
0.6
1.0
1.5
0.0
0.0
0.0
0.1
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.8
0.5
0.1
0.0
0.0
2.3
1.9
1.1
0.8
0.3
5.6
4.1
2.9
2.4
1.5
6.4
6.6
5.7
4.7
3.6
2.8
4.2
5.6
5.1
4.4
4.4
1.9
2.6
3.4
4.5
4.4
0.5
1.0
1.4
2.4
3.1
0.0
0.1
0.3
0.8
1.2
0.0
0.0
0.0
0.2
0.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.1
0.0
0.0
0.0
0.0
3.1
2.1
1.4
0.8
0.4
0.1
0.0
0.0
2.8
4.0
5.4
5.5
5.7
5.0
3.4
2.5
1.7
1.0
0.5
0.1
1.1
1.3
1.4
2.2
3.1
4.3
4.4
4.6
4.6
4.6
3.5
2.6
1.6
1.2
1.2
1.1
1.7
2.5
3.2
0.8
4.2
3.0
2.4
1.3
0.8
5.0
4.3
4.5
4.2
3.3
2.2
1.1
0.7
4.3
4.3
4.1
3.9
2.9
2.0
1.5
0.9
0.5
2.0
2.8
3.3
3.1
2.4
1.8
1.5
1.2
0.8
0.4
0.2
0.9
1.2
1.7
1.8
1.4
1.4
1.2
0.9
0.7
0.9
0.9
0.8
0.7
0.1
0.2
0.3
0.3
0.2
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.9
0.6
0.1
0.0
0.0
2.5
1.9
1.1
0.8
0.3
2.0
5.7
4.1
2.9
2.4
1.5
1.7
2.9
4.9
6.0
5.5
4.8
4.6
3.6
0.7
1.1
2.2
2.9
4.1
4.8
4.6
4.3
3.9
0.0
0.2
0.7
1.1
1.9
2.7
3.6
4.2
3.9
0.0
0.0
0.0
0.0
0.0
0.1
0.6
1.1
1.5
2.4
2.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.7
1.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.4
0.4
0.7
0.9
1.7
0.7
1.0
1.1
2.1
2.8
4.1
5.9
1.0
1.3
0.5
0.5
0.5
0.5
0.5
(3)#4 + (1)#8 GRD; 1" C
(APPROX 135 LF)
UTILITY TRENCH &
HANDHOLE
(SPLICE TO EXISTING CIRCUIT;
MINIMUM WIRE SIZE SHOWN,
MATCH EXISTING IF LARGER
WIRE SIZE EXISTS)
HANDHOLE
REMOVE & REPLACE
#4 AWG (PROVIDED BY VA)
(CONTRACTOR SHALL VERIFY
EXISTING CONDUCTOR SIZE &
LOCATIONS PRIOR TO ORDERING
MATERIALS AND INSTALLATION)
0.5
0.5
0.5
I
A
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
RQP
ONM
LKJ
HGF
DCB
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A
SITE SYMBOL - IMPROVEMENTS
ISOMETRIC FOOTCANDLE LEVEL
EXISTING LIGHT POLE
LIGHT POLEA
FOOTCANDLE1.0
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
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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
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 Lighting 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
CS241
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 CS245 CS245
AutoCAD SHX Text
SEE SHEET CS242 CS242
AutoCAD SHX Text
SEE SHEET CS242 CS242
SEE SHEET CS237 CS237
71N
LP-53
FREEDOM LANE
MARINE CORPS LANE
LP-54
LP-55
LP-56
LP-59
EB
LP-60
EB
EB
INDEPENDENCE LANE
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A
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2.2 2.5
3.2
4.5
2.8
4.0
5.1
4.5
4.8
6.2
5.6
4.6
4.5
6.8
5.7
4.4
4.5
3.4
2.6
2.3
2.2
2.2
1.3
1.3
0.9
0.6
0.6
0.4
0.2
0.3
0.1
0.1
0.1
0.1
0.1
0.1
0.3
0.5
0.8
1.1
0.8
1.1
1.5
1.9
2.4
2.9
2.9
3.5
4.1
4.2
4.9
4.6
6.0
4.7
4.3
7.0
5.6
4.5
5.6
4.7
4.1
4.0
3.3
3.0
2.5
2.3
1.8
1.3
1.2
0.9
0.8
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.3
0.5
0.6
0.7
0.8
1.3
1.3
1.4
1.6
1.5
1.5
1.8
2.6
2.0
2.6
3.0
2.8
2.4
4.1
3.9
1.5 1.4
1.2
1.1
1.7
1.2
2.3
1.9
1.6
3.1
2.8
2.2
3.2
3.4
2.8
3.0
3.9
4.2
3.1
3.9
4.5
2.8
3.4
4.0
2.0
2.2
2.7
3.2
1.7
1.8
1.8
1.9
1.9
1.7
1.6
1.5
3.0
2.3
1.7
1.4
4.2
2.9
2.5
4.6
4.6
4.8
3.5
4.3
4.6
5.3
6.1
5.9
2.1
2.9
3.5
4.9
6.3
6.9
1.1
1.3
1.5
2.4
2.9
3.9
2.9
2.1
1.3
1.1
1.1
1.1
1.8
4.5
4.6
4.3
2.9
2.3
1.3
1.0
0.8
2.8
3.5
4.6
4.7
5.2
5.7
4.6
3.2
2.3
3.2
2.7
2.3
2.3
2.7
2.9
4.1
5.8
6.8
6.6
4.4
4.5
4.6
3.2
2.7
2.3
2.0
2.4
2.5
5.6
5.1
3.6
2.6
2.2
6.9
5.4
3.2
1.9
1.6
5.1
3.5
1.8
0.9
0.7
1.4
0.8
0.4
0.2
4.1
4.4
4.5
1.9
1.5
1.5
2.2
2.9
3.9
5.2
5.7
2.8
3.3
3.6
3.1
2.4
1.6
1.6
1.5
1.9
2.6
3.5
5.2
6.6
1.7
2.7
3.6
3.9
4.1
4.4
4.5
3.4
2.6
1.7
1.5
1.4
1.5
1.4
2.2
3.1
4.3
4.6
4.7
5.2
5.1
3.6
2.6
1.8
1.5
1.7
2.1
2.7
3.6
5.3
6.2
6.7
0.5
0.5
0.5
0.5
0.5
0.5
WIRE SIZE EXISTS)
ONE (1) PROPOSED LIGHT POLE (WITH HANDHOLE)
TO CONNECT TO EXISTING CIRCUIT SUPPLIED
FROM 40A BREAKER ATTACHED TO PANEL ON GARAGE 78,
WHICH IS FED FROM TRANSFORMER TF-14
SERVING THE EXISTING LIGHTING FOR FREEDOM LANE
(INFORMATION PROVIDED BY THE VA - CONTRACTOR TO VERIFY
PRIOR TO ORDERING AND INSTALLATION OF MATERIALS)
(INFORMATION PROVIDED BY THE VA - CONTRACTOR TO VERIFY
PRIOR TO ORDERING AND INSTALLATION OF MATERIALS)
ELEC. ENTRY TO
BLDG 71 SERVING
STREET LIGHTS
(PER VA)
#4 AWG (PROVIDED BY VA)
(CONTRACTOR SHALL VERIFY
EXISTING CONDUCTOR SIZE &
LOCATIONS PRIOR TO ORDERING
MATERIALS AND INSTALLATION)
HANDHOLE
(SPLICE TO EXISTING CIRCUIT;
MINIMUM WIRE SIZE SHOWN,
MATCH EXISTING IF LARGER
WIRE SIZE EXISTS)
0.5
0.5
J
B
FORT RD (T-337)
W. 17ST ST.
HI TECH DR.
RQP
ONM
LKJ
HGF
DCB
I
E
A
SITE SYMBOL - IMPROVEMENTS
ISOMETRIC FOOTCANDLE LEVEL
EXISTING LIGHT POLE
LIGHT POLEA
FOOTCANDLE1.0
FOR COMPLETE SITE LEGEND
SEE SHEET GI004
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17277
Date
P r o f e s s i o nal E n g i n e e r
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T architects + engineers acela architects + engineers, pc
2633 Moravian Ave.
Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com
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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
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 Lighting 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
CS242
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 CS246 CS246
AutoCAD SHX Text
SEE SHEET CS243 CS243
AutoCAD SHX Text
SEE SHEET CS246 CS246
AutoCAD SHX Text
SEE SHEET CS136 CS136
AutoCAD SHX Text
SEE SHEET CS241 CS241
AutoCAD SHX Text
SEE SHEET CS134 CS134
AutoCAD SHX Text
SEE SHEET CS131 CS131
SEE SHEET CS131 CS131
COAST GUARD LANE
LP-10
LP-11
C CMH
EB
EB
P PMH
EB
LP-12EB
LP
LP
LP
LP
C CMH
E EMH
EB
BLDG
BLDG
71N
AI
R
FO
RC
E
LA
NE
LP-84
EB
SM-1-7
E
EMH
C
CMH
LP-85 EB
EB
EB
SM-1-8
E EMHC CMH
LP-87
EB
ELEC.
LP-90
LP-88
BLDG
LP-54
LP-55
LP-56
EB
EB
M
INDEPENDENCE LANE
BLDG
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
W
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
I
I
I
I
I
I
I
F
O
F O
F O
F O
F
O
F
O
F
O
F
O
F
O
F
O
F
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F
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F
O
F
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F
O
C
O
M
M
C
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M
C
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M
M
C
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M
M
C
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M
C
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M
M
C
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M
C
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M
M
C
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M
C
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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
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I
I
I
I
I
I
I
I
I
I
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
I
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I
I
I
I
I
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I
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I
I
I
I
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I
I
I
I
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I
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E
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E
E
E
E
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GA
S
GA
S
E E
E
E
E
PHASE 1
PHASE 3
DEDUCT 2.1
DEDUCT 2.7
DEDUCT 2.4
DEDUCT 2.4
A
A
A
A
A
A
A
F
F
A A
A
A
A
F
F
A
6.2
6.2
6.0
3.6
2.8
2.2
2.0
2.2
2.9
3.8
5.0
5.3
5.2
5.0
3.2
3.9
3.7
3.1
2.3
1.9
1.8
1.8
2.0
2.3
3.0
3.9
4.6
4.7
4.7
4.5
4.0
3.6
3.2
1.0
1.6
2.1
2.7
2.6
2.2
2.0
1.7
1.5
1.4
1.5
2.1
2.8
3.3
4.0
4.0
4.1
4.1
3.8
3.1
2.6
2.8
2.0
1.4
1.2
1.3
1.6
1.9
2.2
2.5
2.5
2.0
1.6
1.2
0.9
1.1
1.6
2.7
3.6
4.5
4.6
4.9
4.8
5.0
4.1
3.1
2.3
2.4
4.2
3.8
2.9
2.1
1.8
1.8
1.8
2.1
2.6
3.2
3.4
2.9
2.1
1.3
0.9
0.8
1.2
1.6
2.6
3.3
4.7
4.8
4.7
4.9
4.6
2.2
4.1
4.0
3.5
2.9
2.4
2.3
2.1
2.4
2.8
3.4
4.1
4.2
4.2
4.4
3.1
2.4
1.3
1.0
0.8
1.0
1.4
2.4
3.2
4.7
6.1
6.4
6.0
4.5
1.4
2.3
2.8
2.7
2.5
2.5
2.3
2.1
2.0
2.0
2.8
3.5
4.5
4.6
4.4
4.9
4.7
3.1
2.4
1.5
0.9
0.8
0.8
1.2
1.6
1.0
0.7
1.1
1.6
2.2
2.5
2.5
2.5
2.7
2.4
1.8
1.8
1.9
2.6
3.0
4.4
5.7
6.1
6.3
5.2
3.2
4.5
3.2
2.4
1.5
1.2
1.1
1.5
1.8
2.1
2.6
3.1
3.5
3.4
2.8
2.1
2.0
1.8
2.3
2.7
3.9
5.6
6.6
5.7
5.1
4.5
3.2
2.4
1.5
1.4
1.5
2.2
3.0
3.7
4.2
4.2
4.5
4.1
2.9
2.2
1.7
1.7
1.8
4.9
4.5
4.1
3.9
2.9
2.0
1.4
1.4
1.8
2.8
3.7
4.6
4.5
4.6
5.3
4.3
2.9
2.3
4.1
3.4
2.6
2.0
1.6
1.3
1.1
1.4
1.7
2.6
3.2
4.7
5.8
6.4
2.4
2.0
1.6
1.2
0.9
0.6
0.6
1.0
1.3
2.3
2.8
2.1
1.6
1.0
0.5
0.3
0.2
0.3
0.7
1.4
1.0
0.4
0.1
1.3
5.7
7.5
6.3
7.2
7.0
5.5
5.2
6.9
7.0
6.3
6.4
7.6
7.7
6.3
7.0
7.7
7.0
4.6
5.6
5.9
6.9
7.7
6.3
4.2
5.1
6.8
7.8
2.8
5.5
0.2
0.6
1.1
1.6
1.8
1.9
2.1
1.8
0.5
0.5
0.5
0.4
0.4
0.7
1.5
2.2
2.4
2.4
2.5
2.0
0.7
0.8
0.8
0.6
0.6
1.0
2.1
3.2
3.3
3.2
2.9
2.1
1.1
1.1
1.2
0.9
0.9
1.4
3.0
4.3
4.1
3.2
2.8
2.2
1.1
1.7
1.7
1.8
1.4
1.2
1.7
3.7
4.9
4.2
3.1
2.9
2.3
1.2
2.1
2.1
2.3
1.9
1.4
1.7
3.5
4.6
4.1
3.2
2.9
2.3
1.1
2.8
2.9
2.9
2.3
1.3
1.6
2.7
3.8
3.8
3.3
2.9
2.2
1.1
3.9
3.4
3.0
2.4
1.3
1.5
2.0
2.7
2.8
2.8
2.8
2.0
1.0
4.3
3.3
3.1
2.5
1.3
1.4
1.6
1.9
2.0
2.1
2.2
1.7
1.0
4.3
3.3
3.1
2.6
1.4
1.4
1.4
1.5
1.7
1.7
1.7
1.3
0.8
4.1
3.4
3.0
2.5
1.3
1.2
1.1
1.0
1.1
1.1
1.1
0.8
0.6
3.3
3.3
3.1
2.4
1.3
1.1
0.8
0.7
0.8
0.8
0.7
0.5
0.4
2.4
2.6
2.2
1.4
1.0
0.7
0.6
0.6
0.5
0.4
0.3
0.2
2.1
2.3
2.1
1.6
1.1
0.7
0.5
0.3
0.2
0.2
0.1
0.1
1.8
2.0
1.9
1.5
1.1
0.7
0.5
0.2
0.1
0.1
0.1
0.1
1.5
1.8
1.8
1.7
1.5
1.0
0.7
0.3
0.1
0.1
0.0
0.0
1.7
2.1
2.3
2.0
1.8
1.3
0.8
0.3
0.1
0.0
0.0
0.0
1.6
2.3
2.5
2.2
2.2
1.7
1.0
0.3
0.1
0.1
0.0
0.0
1.5
2.6
3.1
3.0
3.0
2.4
1.4
0.3
0.1
0.1
0.1
0.1
0.1
1.4
2.6
3.2
3.7
4.0
3.4
2.0
0.5
0.2
0.1
0.2
0.4
0.5
1.4
2.8
3.2
3.6
4.5
4.2
2.7
0.6
0.2
0.1
0.3
0.6
0.9
1.4
2.8
3.2
3.6
4.5
4.4
2.8
0.7
0.2
0.1
0.4
1.0
1.5
1.4
2.6
3.1
3.6
4.1
3.6
2.2
0.6
0.2
0.1
0.4
1.3
2.2
1.3
2.5
3.1
3.3
3.2
2.7
1.6
0.4
0.2
0.2
0.4
1.8
3.2
1.3
1.3
1.4
1.6
1.5
1.5
1.8
2.6
2.0
2.6
3.0
2.8
2.4
4.1
3.9
4.5
4.6
4.3
2.9
2.3
1.3
1.0
0.8
2.8
3.5
4.6
4.7
5.2
5.7
4.6
3.2
2.3
3.2
2.7
2.3
2.3
2.7
2.9
4.1
5.8
6.8
6.6
4.4
4.5
4.6
3.2
2.7
2.3
2.0
2.4
2.5
5.6
5.1
3.6
2.6
2.2
6.9
5.4
3.2
1.9
1.6
5.1
3.5
1.8
0.9
0.7
1.4
0.8
0.4
0.2
0.0
0.0
0.0
0.1
0.1
0.2
0.1
0.5
0.3
0.3
0.4
0.6
0.8
1.0
1.0
1.0
1.1
0.9
0.8
0.8
1.2
1.3
1.5
1.6
1.7
1.7
1.9
2.2
2.5
3.3
2.6
1.7
1.5
1.3
1.3
2.1
2.6
3.0
3.3
3.5
3.5
3.6
3.3
3.0
3.2
0.2
4.0
4.5
4.8
4.9
3.5
3.2
2.4
2.0
1.9
1.9
3.8
3.4
0.9
0.9
0.7
0.5
1.2
2.3
3.2
4.5
5.1
5.9
6.9
7.0
5.4
4.0
1.6
1.8
1.8
1.2
0.9
0.6
0.4
0.8
1.3
2.3
3.1
4.5
7.3
10.5
12.0
3.5
3.5
2.9
2.0
1.3
0.9
0.5
0.9
1.5
2.4
3.7
4.1
4.3
4.6
4.6
3.1
2.7
1.6
1.2
0.6
1.5
2.6
3.5
4.8
4.9
5.2
6.2
5.6
4.2
3.5
0.3
0.5
1.1
1.5
2.7
3.4
5.2
7.9
10.3
1.0
1.0
0.8
0.6
0.4
0.5
1.1
1.6
3.1
4.1
1.6
1.6
1.9
2.0
1.5
1.0
0.7
0.5
3.1
3.6
3.8
3.2
4.3
4.1
4.4
4.5
1.9
1.5
1.5
2.2
2.9
3.9
5.2
5.7
2.8
3.3
3.6
3.1
2.4
1.6
1.6
1.5
1.9
2.6
3.5
5.2
6.6
1.7
2.7
3.6
3.9
4.1
4.4
4.5
3.4
2.6
1.7
1.5
1.4
1.5
1.4
2.2
3.1
4.3
4.6
4.7
5.2
5.1
3.6
2.6
1.8
1.5
1.7
2.1
2.7
3.6
5.3
6.2
6.7
1.7
1.7
1.8
2.4
1.5
1.3
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