ACP Bid Set Drawings.pdf
PDF 2 MB Posted
- Solicitation number
- CRFQ 0603 ADJ2700000011 3
- Issued by
- Kanawha County, West Virginia
About this file
This file comprises construction bid set drawings for renovations to the Camp Dawson Access Control Point (ACP) facility located in Kingwood, West Virginia, prepared for the West Virginia Army National Guard. The project documents include a site plan, site details, and electrical site power and lighting plans created by ZMM, LLC, dated August 6, 2026. The scope of work encompasses replacement of in-ground traffic spikes across a 12-foot width, installation of a new 10-foot arm gate, placement of 8-inch bollards in concrete strips, installation of concrete speed bumps, grading and drainage improvements with PVC storm piping, site lighting system upgrades, traffic signal relocation and replacement, and associated site infrastructure modifications. The project involves coordination with existing utilities including 30-inch and 18-inch HDPE drainage pipes, electrical systems including a 208Y/120V panel, and mechanical equipment such as an existing UPS system and motorized stop arm gate.
The construction documents specify replacement of a 3-phase, 30 kilowatt-hour UPS system with a new unit providing 15 minutes of battery time, replacement of existing 12-volt canopy lighting with new 120-volt fixtures controlled by a photocell, and installation of new red-green traffic signal lights to replace existing red-yellow-green signals. Detailed specifications address concrete work standards including SDR 35 PVC piping, grading slopes, erosion control, and backfill compaction requirements to 98 percent standard Proctor maximum dry density. The contractor is responsible for locating underground utilities prior to excavation, coordinating with Miss Utility of West Virginia at least two working days before digging, and restoring all disturbed areas including lawn seeding, pavement repair, and removal of debris to original conditions unless otherwise noted.
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Text version
c by ZMM, INC.
S I T E L O C A T I O N M A P
A R C H I T E C T A N D E N G I N E E R
O W N E R
B U I L D I N G I N F O R M A T I O ND R A W I N G I N D E X
U S E A N D O C C U P A N C Y C L A S S I F I C A T I O N
C O N S T R U C T I O N C L A S S I F I C A T I O N
B U I L D I N G A R E A
SHEET NO. SHEET NAME SHEET NO. SHEET NAMESHEET NO. SHEET NAMESHEET NO. SHEET NAME
PROFESSIONAL SEALS
222 Lee Street, West Charleston, West Virginia 25302
Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
ARCHITECTS
ENGINEERS
8/ 6/
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08.06.2026
Renovations to the
CAMP DAWSON - ACCESS CONTROL POINT
Kingwood, West Virginia West Virginia Army National Guard
CO
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GENERAL
G000 COVER SHEET
CIVIL
C200 SITE PLAN
C220 SITE DETAILS
ELECTRICAL
E141 SITE POWER AND LIGHTING PLAN
E141D SITE DEMOLITION PLAN
Kingwood, West Virginia
PROJECT SITE
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO
4" PVC
4" PVC
4" P
VC
2 TYP.
5' -0
TY
P.
7 TYP.
7 TYP.
5'-0"
TYP.
5'-0"TYP.
4" P
VC
08.06.2026
2025103
BSM BSM
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c by ZMM, LLC.
222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
C A
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SCALE: 1" = 10'
0 20
FEET
5 1010
SITE PLAN
C200
KEY NOTES
1 REPLACE IN-GROUND TRAFFIC SPIKES, 12'-0" WIDTH - SEE DETAIL 1 SHT. C220
3 REPLACE ARM GATE, 10'-0" LENGTH - SEE SPECIFICATIONS
8" BOLLARD IN CONCRETE STRIP - SEE DETAIL 2 SHT. C220
4 CONCRETE SPEED BUMPS, COORDINATE LOCATION WITH OWNER - SEE DETAIL 3 SHT. C220
5 LOCATE FIRST BOLLARD AS CLOSE TO EXISTING BOLLARD AS FOUNDATION WILL ALLOW,
5'-0" C-C PREFERRED.
6 COORDINATE LOCATION OF OUTER BOLLARD WITH OWNER AND EXISTING SLOPE.
BOLLARD MAY NOT BE NEEDED BASED ON SLOPE OF EXISTING GROUND IN THAT AREA.
7 REMOVE EXISTING CONCRETE PLANTERS AND REPLACE WITH 6" BOLLARD IN CONCRETE
STRIP. BACKFILL VOID FROM PLANTER BASE AS NEEDED WITH CLASS 1 STONE.
COORDINATE LOCATION AND SPACING OF BOLLARDS WITH OWNER. SEE DETAIL 2 SHT.
C220.
GRADING AND DRAINAGE NOTES
1. GRADE SLOPES BETWEEN SPOT ELEVATIONS PROVIDING A CONTINUOUS SMOOTH SURFACE
WITHOUT SHARP TRANSITIONS. AVOID ABRUPT CHANGES IN GRADE. ROUND SURFACES
PROVIDING SMOOTH TRANSITIONS.
2. BRANCH CONNECTIONS SHALL BE MADE FROM "WYE" FITTINGS.
3. MAXIMUM BENDS FOR STORM LINES SHALL BE 45°
4. PVC STORM PIPES SHALL BE SDR 35 PVC.
5. PIPE SLOPE SHALL BE 1% MINIMUM.
6. NOTIFY ARCHITECT/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED WITH EXISTING UTILITIES.
7. CONNECT NEW PIPES TO EXISTING STRUCTURES PER SPECIFICATIONS.
8. PROVIDE EROSION CONTROL FIBER MESH FOR DISTURBED AND SEEDED LAWN AREAS.
9. THE CONTRACTOR SHALL SPREAD AND FINE GRADE TOPSOIL AND APPLY PERMANENT SEEDING
TO ALL DISTURBED UNPAVED AND UNMULCHED AREAS. SEE SPECIFICATIONS.
GENERAL NOTES
1. FEATURES SHOWN HAVE BEEN DRAWN FROM RECORD DRAWINGS AND BING MAPPING (C) 2026
MICROSOFT CORPORATION. NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE DRAWINGS FURTHER DO NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. PRIOR TO ANY
EXCAVATION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PHYSICALLY LOCATE THE
UNDERGROUND UTILITIES.
2. CONTRACTOR IS RESPONSIBLE FOR LOCATION AND COORDINATION WITH BELOW AND ABOVE
GROUND UTILITIES.
3. CALL MISS UTILITY OF WEST VIRGINIA TWO WORKING DAYS BEFORE DIGGING AT 1-800-245-4848.
4. LAWN AREAS DISTURBED DURING CONSTRUCTION SHALL BE REGRADED, SEEDED, AND
MULCHED TO ORIGINAL CONDITIONS, UNLESS OTHERWISE NOTED. REPAIR RUTS, ETC.
5. ADJACENT BUILDINGS, FENCES, SIDEWALKS, PAVEMENT, AND OTHER SITE FEATURES
DISTURBED DURING CONSTRUCTION SHALL BE CLEANED OR REPAIRED TO ORIGINAL
CONDITION, UNLESS OTHERWISE NOTED.
6. EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES TO REMAIN SHALL BE PROTECTED AT
ALL TIMES UNLESS OTHERWISE NOTED.
7. VOIDS LEFT BY DEMOLITION ACTIVITIES SHALL BE BACKFILLED WITH SOIL, COMPACTED, AND
SEEDED.
INSET 'A' SCALE: 1" = 10'-0"
SEE INSET 'A'
AutoCAD SHX Text
30" HDPE
AutoCAD SHX Text
EXISTING INLET
AutoCAD SHX Text
18" HDPE
AutoCAD SHX Text
30" HDPE
AutoCAD SHX Text
30" HDPE
AutoCAD SHX Text
12" HDPE
AutoCAD SHX Text
18" HDPE
AutoCAD SHX Text
18" HDPE
AutoCAD SHX Text
18" HDPE
AutoCAD SHX Text
12" HDPE
AutoCAD SHX Text
12" HDPE
AutoCAD SHX Text
30" HDPE
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
24" HDPE
AutoCAD SHX Text
EXISTING INLET
AutoCAD SHX Text M:\WVARNG - Camp Dawson ACP Improvements 25103\_Site\DWG\Sheet Files\C200 Site Plan.dwg
AutoCAD SHX Text August 6, 2026
08.06.2026
2025103
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c by ZMM, LLC.
222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
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SITE DETAILS
C220
CONCRETE
FINISHED GRADE
6"
30"
CONCRETE MAINTENANCE STRIP
PAINT POST (COLOR TO BE
SELECTED BY ARCHITECT)
8" STANDARD STEEL PIPE
2" WIDE, WHITE REFLECTIVE TAPE
PAINT TOP 18" SAFETY YELLOW
FILL POST WITH CONCRETE
1"
6"
8" BOLLARD IN CONCRETE STRIP DETAIL
NOT TO SCALE
IN-GROUND TRAFFIC SPIKES DETAIL
NOT TO SCALE
SECTION VIEW
PLAN VIEW
4"
6X6 W2.9 X W2.9 WWF
OR FIBROUS REINFORCEMENT
48"
SPEED BUMP DETAIL
NOT TO SCALE
SAWCUT EXISTING ASPHALT24"
3"
EXISTING AGGREGATE
STONE BASE
EXISTING SUBBASE
EXISTING ASPHALT
#4 @ 12" EW
4,000 PSI CONCRETE
8' -0
2'-0"
SAWCUT EXISTING ASPHALT
#4 @ 12" EW
3" TYP.
3" T
YP
8"
ROADSHARK GUARDIAN LPS
8" COMPACTED STONE
EXPANSION JOINT, TYP.
8"
EXISTING
ASPHALT
EXISTING
ASPHALT
TRENCH
WIDTH
12" OF 3,000 PSI
CONCRETE
1.5" HMA WEARING COURSE
TYPE 1
NOTES:
1. EXISTING PAVEMENT TO BE SAW CUT. PROVIDE LOAD TRANSFER PROVISIONS
WHERE REQUIRED.
2. BACKFILL TO BE COMPACTED TO 98% OF THE STANDARD PROCTOR MAX. DRY
DENSITY AS DETERMINED BY ASTM D698 IN ALL AREAS UNDER PAVEMENT.
6" STONE MIN.
PIPE BACK FILL
TRENCH PAVEMENT REPAIR DETAIL
NOT TO SCALE
6X6 - W2.0 x W2.0 WWM
12" MIN.12" MIN.
STORM TRENCH DETAIL
NO SCALE:
C220
D"
1' -0
APPROVED BACKFILL
MECHANICALLY COMPACTED
IN 12" LIFTS
BEDDING MATERIAL #8 STONE
TO 6" ABOVE PIPE
PIPE PER PLANS AND
SPECIFICATIONS
COMPACTED SUBGRADE
12"
MIN.
METALLIC LOCATING TAPE
LAY PIPE WITH PIPE SIZE
MARKINGS VISIBLE AT TOP
OF PIPE
PAVEMENT
FINISHED GRADE
6" M
IN
C220
C220
C220
C220
4" PVC DRAIN
8"
AutoCAD SHX Text M:\WVARNG - Camp Dawson ACP Improvements 25103\_Site\DWG\Sheet Files\C220 Site Details.dwg
AutoCAD SHX Text August 6, 2026
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
EXISTING PAVEMENT
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EXISTING ELECTRICAL PANEL,
LIGHTING CONTACTOR, AND
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CANOPY.
EXISTING
TRANSFORMER
FOR ACP BUILDING
EXISTING CANOPY MOUNTED
TRAFFIC SIGNAL LIGHT
EXISTING UPS
EXISTING CANOPY LIGHT FIXTURE
(TYP)
EXISTING CANOPY MOUNTED
TRAFFIC SIGNAL LIGHT
EXISTING MOTORIZED STOP ARM GATE
1 2
ACP BUILDING
SITE LIGHTING SYMBOLS LEGEND
HOMERUN TO PANELBOARD.
CANOPY LIGHT
PUSHBUTTON STATION
c by ZMM, LLC.
222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
CHECKED
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SITE POWER AND LIGHTING PLAN
KEYED DEMO NOTES
1.
2.
3.
4.
5.
EXISTING TRAFFIC LIGHT IS TO BE RELOCATED ALONG CANOPY FACE IN NEW
WORK PLAN. REMOVE TRAFFIC LIGHT FROM ELECTRICAL CIRCUIT AND RETAIN FOR
REUSE IN NEW WORK PLAN. PROVIDE NEW JUNCTION BOX FOR SPLICING AT
EXISTING LOCATION.
EXISTING RED-YELLOW-GREEN TRAFFIC LIGHT IS TO BE REPLACED WITH NEW RED-
GREEN ONLY TRAFFIC LIGHT. REMOVE TRAFFIC LIGHT FROM EXISTING ELECTRICAL
CIRCUIT, BUT RETAIN EXISTING CIRCUIT FOR REUSE IN NEW WORK PLAN.
EXISTING 12V CANOPY LIGHTING SYSTEM IS TO BE DEMOLISHED AND REPLACED IN
ITS ENTIRETY WITH NEW 120V FIXTURES AND CIRCUITING. REMOVE ALL 12V
FIXTURES FROM ELECTRICAL CIRCUIT. DEMO ALL ASSOCIATED 12V CONDUIT AND
WIRING BACK TO SOURCE.
EXISTING 3-PHASE, 30 kVA UPS IS TO BE REPLACED IN KIND. REMOVE UPS FROM
EXISTING UPSTREAM AND DOWNSTREAM ELECTRICAL FEEDER CONNECTIONS, BUT
RETAIN CONNECTIONS FOR REUSE IN NEW WORK PLAN. EXISTING UPS IS
SCHNEIDER APC MGE GALAXY 3500.
EXISTING 120V, 5.5A STOP ARM GATE IS SCHEDULED TO BE REPLACED IN KIND.
REMOVE ARM GATE FROM CORRESPONDING ELECTRICAL CIRCUIT, BUT RETAIN
EXISTING CIRCUIT FOR REUSE IN NEW WORK PLAN. COORDINATE REMOVAL WITH
CIVIL DRAWINGS.
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24' GRAVEL SERVICE ROAD
20' G R
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SWALE
WALL
WALL
EXISTING 208Y/120V PNL CL1
NEW CANOPY MOUNTED
TRAFFIC SIGNAL LIGHTS
NEW PUSH BUTTON TO TIE INTO
EXISTING CRASH ARM
CONTROLS.
5NEW UPS
NEW CANOPY MOUNTED
TRAFFIC SIGNAL LIGHT
NEW MOTORIZED STOP ARM GATE
ACP BUILDING
SITE LIGHTING SYMBOLS LEGEND
HOMERUN TO PANELBOARD.
CANOPY LIGHT
PUSHBUTTON STATION
1. ALL EXTERIOR CANOPY LIGHTS SHALL BE CONNECTED THROUGH LIGHTING
CONTACTOR IN ELECTRICAL ROOM. PROVIDE NEW PHOTOCELL ON CANOPY ROOF
FOR CANOPY LIGHT FIXTURE CONTROL.
GENERAL NOTES THIS SHEET
c by ZMM, LLC.
222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
CHECKED
DATE
COMM. NO.
DRAWN
ARCHITECTS
ENGINEERS
8/ 6/
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E141
2025103
08.06.2026
SITE POWER AND
LIGHTING PLAN
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1/8" = 1'-0"
SITE POWER AND LIGHTING PLAN
KEYED NOTES
1.
2.
3.
4.
5.
6.
7.
NEW TRAFFIC LIGHT TO BE INSTALLED AT NEW LOCATION SHOWN ON PLAN AND
RECONNECTED TO EXISTING CIRCUIT RETAINED FROM DEMO. PROVIDE NEW
CONDUIT AND WIRING SIZED TO MATCH EXISTING TO EXTEND EXISTING
CIRCUITING TO NEW LOCATION. COORDINATE FINAL LOCATION FOR BEST
VISIBILITY FROM ENTRANCE ROAD.
PROVIDE WEATHERPROOF PUSHBUTTON STATION FOR OPERATION OF
MOTORIZED CRASH ARM GATE IN LOCKABLE ENCLOSURE ON EXTERIOR WALL.
STATION IS TO BE AN EXTENSION OF EXISTING INTERIOR STATION; EXTEND
CIRCUITING IN PARALLEL FROM EXISTING CONTROL STATION SUCH THAT EITHER
LOCATION MAY PROVIDE FULL CONTROL OF CRASH ARM GATE. COORDINATE FINAL
LOCATION OF PUSHBUTTON STATION WITH OWNER.
PROVIDE NEW RED-GREEN TRAFFIC SIGNAL LIGHTS AND CONNECT TO EXISTING
TRAFFIC SIGNAL LIGHT CIRCUIT RETAINED FROM DEMO. CONTRACTOR IS TO
VERIFY EXISTING CIRCUIT IS FED FROM EXISTING PANEL CL1. PROVIDE NEW
CONTROL WIRING AND NEW CONTROL STATION IN GUARD BUILDING ADJACENT TO
EXISTING CONTROLS AND REMOVE ANY RESULTING UNUSED CONTROLS AND/OR
WIRING.
NEW CANOPY LIGHT FIXTURES ARE TO BE CONNECTED TO EXISTING 208Y/120V
PANEL CL1 IN ELECTRICAL ROOM. EXISTING CANOPY FIXTURE LOCATIONS ARE TO
BE REUSED. BASIS OF DESIGN LITHONIA VCPGX LED V4 P4 40K 80CRI T5E MVOLT
SRM. PROVIDE NEW 20A/1P BREAKER IN PANEL. PROVIDE NEW #12 CONDUCTORS
AND #12 GROUND IN 3/4" CONDUIT AND CONNECT NEW CANOPY FIXTURES TO NEW
BREAKER. NEW FIXTURES ARE TO BE CONTROLLED BY NEW PHOTOCELL ON ROOF.
PROVIDE NEW 208Y/120V 3-PHASE, 30 kVA UPS AT EXISTING LOCATION. PROVIDE
NEW CONDUIT AND WIRING SIZED TO MATCH EXISTING AS NECESSARY TO
RESTORE UPSTREAM AND DOWNSTREAM ELECTRICAL FEEDER CONNECTIONS
RETAINED FROM DEMO. NEW UPS IS TO HAVE 15 MINUTES OF BATTERY TIME. UPS,
BATTERY, BYPASS, AND DISTRIBUTION ARE ALL TO BE CONTAINED IN SINGLE
CABINET. COORDINATE SCHEDULE OF UPS DOWNTIME WITH OWNER.
NEW MOTORIZED STOP ARM GATE IS TO BE RECONNECTED TO EXISTING CIRCUIT
RETAINED FROM DEMO. NEW STOP ARM GATE MOTOR IS NOT TO EXCEED 1/4 HP.
PROVIDE NEW CONDUIT AND WIRING SIZED TO MATCH EXISTING AS NECESSARY
FOR RECONNECTION. COORDINATE INSTALLATION WITH CIVIL DRAWINGS AND
SPECIFICATIONS.
PROVIDE WEATHERPROOF PUSHBUTTON STATION FOR MANUAL OPERATION OF
CORRESPONDING TRAFFIC LIGHT. STATION IS TO BE AN EXTENSION OF EXISTING
INTERIOR STATION; EXTEND CIRCUITING IN PARALLEL FROM EXISTING CONTROL
STATION SUCH THAT EITHER LOCATION MAY TOGGLE RED-GREEN TRAFFIC LIGHT.
COORDINATE FINAL LOCATION OF PUSHBUTTON STATION WITH OWNER.
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| COVER SHEET |
| Civil |
| C200 Site Plan |
| Electrical |
| E141D - SITE DEMOLITION PLAN |
| E141 - SITE POWER AND LIGHTING PLAN |
File details come from the government source that posted it. Updated .