Attch A-Full Drawing Set.pdf

PDF 4 MB Posted Apr 18, 2025

Attached to: Z2DA--VA Central Western Massachusetts Healthcare System (HCS) – Single Award Task Order Contracts (SATOC)
Solicitation number: 36C24125R0068
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1

About this file

Written by GovTribe AI · Apr 18, 2025

This document is a detailed drawing set for the VA Central Western Massachusetts Healthcare System's project to replace electronic signs and external navigation signs, with the project number 631-25-004. The drawing set includes multiple technical documents covering sign locations in southeast and northwest areas, sign design specifications, electrical site lighting plans, and electrical details.

The drawings provide comprehensive technical specifications for five different sign versions, ranging from 6-inch to 8-inch signs, with various directional orientations (horizontal, vertical, diagonal arrows). The technical documents include precise dimensional measurements, electrical conduit and underground system details, erosion control specifications, and site lighting plans. The project involves replacing existing signage with new VA Medical Center signs, with careful attention to electrical infrastructure, site layout, and installation requirements. The drawing set is dated May 30, 2023, and was prepared by the architectural/engineering firm DuBois & King Inc. for the U.S. Department of Veterans Affairs Office of Construction and Facilities Management.

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Other files

File	Type	Posted
36C24125R0068 0001.docx	DOCX document	Apr 30, 2025
36C24125R0068 Solicitation.pdf	PDF	Apr 21, 2025
SATOC Statement of Work CWM Rev1.pdf	PDF	Apr 18, 2025
Seed Project 631-25-004 SOW All Work.pdf	PDF	Apr 18, 2025
36C24125R0068 Solicitation.docx	DOCX document	Apr 18, 2025
Attch C-Specifications.pdf	PDF	Apr 18, 2025
Wage Determination MA20240003.pdf	PDF	Apr 18, 2025
Attachment 1 VHA ICRA.pdf	PDF	Apr 18, 2025
Combined SATOC Specs.pdf	PDF	Apr 18, 2025
Attachment 2 PPQ.pdf	PDF	Apr 18, 2025
Attch B-Appendix A Supplemental Requirements.pdf	PDF	Apr 18, 2025
Attachment 3 VA Pay Form.pdf	PDF	Apr 18, 2025
RS Means Seed Project Example.xlsx	XLSX spreadsheet	Apr 18, 2025

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REPLACE (VA)

NEW (VA)

ICON KEY

TITLE: SIGN LOCATIONS SOUTHEAST OF VA

DRAWING NUMBER: G001

PROJECT NO: 631-25-004

REPLACE ELECTRONIC SIGN AND EXTERNAL NAVIGATION

R2 R3

REPLACE (VA)

NEW (VA)

ICON KEY

TITLE: SIGN LOCATIONS NORTHWEST OF VA

DRAWING NUMBER: G002

PROJECT NO: 631-25-004

REPLACE ELECTRONIC SIGN AND EXTERNAL NAVIGATION

MEDICAL

CENTER

MEDICAL

CENTER

MEDICAL

CENTER

MEDICAL

CENTER

47.5890

38.6250

8.7789

18.4342

21.4122

3.8750

6.0000

4.7500

6.0000

6.3962

6.0000

13.7739

VERSION 1 VERSION 2

VERSION 3 VERSION 4

1. All dimensions only shown on Version 1 as Versions 1-4 have same overall dimensions, only excluding arrows.

2. Arrows vary in orientation for all signs, with the size in Versions 1 and 2 having the same dimensions and Versions 3 and 4 having the same dimensions.

NOTE:631-25-004 REPLACE ELECTRONIC SIGN AND EXTERNAL NAVIGATION

DRAWING TITLE: 6" SIGNS DRAWING NUMBER D001

U.S. Department of Veteran Affairs

VA Central Western Massachusetts

421 North Main Street Leeds, MA 01053-9764 Phone: (413) 584-4040

Replace Electronic Sign and External Navigation

Signs

631-25-004

MEDICAL

CENTER

63.2729

8.0000

5.7500

8.0000

6.7500

52.5177

8.5833

18.3134

8.0000

24.4686

28.1560

VERSION 5

631-25-004 REPLACE ELECTRONIC SIGN AND EXTERNAL NAVIGATION

DRAWING TITLE: 8" SIGN DRAWING NUMBER D002

U.S. Department of Veteran Affairs

VA Central Western Massachusetts

421 North Main Street Leeds, MA 01053-9764 Phone: (413) 584-4040

Replace Electronic Sign and External Navigation

Signs

631-25-004

S S

GI004

LIMITS OF CONSTRUCTION

W.H.H. S.R.M.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

CONSTRUCTION

DOCUMENTS

MAY 30, 2023

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Replace Electronic sign and external navigation signs

VA CWM

631-25-004

Project Director

MAY 30, 2023Revisions: Date:

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

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DANGER

KEEP OUT

PROTECTED

ROOT ZONE

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SIGN

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AutoCAD SHX Text Street Lights see Elec, drawingl #034, 4-3"& 1-3 ductbank(typ)

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EBOX

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LIGHT POLE

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CONC. WALK

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STORMWATER BASIN

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TP-12

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TP-10

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EBOX

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DEAD MANHOLE NO POWER

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UNSURE WHERE OLD CONDUIT MAY GO OUT OF MH

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FUTURE DATACENTER

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FUTURE DRIVE

AutoCAD SHX Text SITE RESTORATION NOTES: 1. RESTORE TO ORIGINAL CONDITION EXISTING TURF AREAS DAMAGED DURING RESTORE TO ORIGINAL CONDITION EXISTING TURF AREAS DAMAGED DURING CONSTRUCTION OPERATIONS. RESTORATION OF DAMAGED PROPERTY: IF ANY DIRECT OR INDIRECT DAMAGE IS DONE TO THE SITE RESULTING FROM ANY ACT, OMISSION, NEGLECT, OR MISCONDUCT, THE CONTRACTOR SHALL RESTORE THE DAMAGED PROPERTY TO A CONDITION EQUAL TO THAT EXISTING BEFORE THE DAMAGE AT NO ADDITIONAL COST TO THE GOVERNMENT. REPAIR, REBUILD, OR RESTORE PROPERTY AS DIRECTED OR MAKE GOOD SUCH DAMAGE IN AN ACCEPTABLE MANNER. PROTECT PLANTS FROM TRAFFIC AND CONSTRUCTION OPERATIONS. PROVIDE TEMPORARY FENCES OR ENCLOSURES AND SIGNAGE, AT PROVIDE TEMPORARY FENCES OR ENCLOSURES AND SIGNAGE, AT ALL PLANTED AREAS. MAINTAIN FENCES AND ENCLOSURES DURING MAINTENANCE PERIOD. REMOVE PROTECTIVE MATERIALS IMMEDIATELY BEFORE ACCEPTANCE. REPAIR DAMAGE. 2. CONTRACTOR SHALL PROVIDE FOR FINAL CLEAN-UP: ON COMPLETION OF CONTRACTOR SHALL PROVIDE FOR FINAL CLEAN-UP: ON COMPLETION OF PROJECT AND AFTER REMOVAL OF ALL DEBRIS, RUBBISH, AND TEMPORARY CONSTRUCTION, CONTRACTOR SHALL LEAVE THE CONSTRUCTION AREA IN A CLEAN CONDITION SATISFACTORY TO THE COR. CLEANING SHALL INCLUDE OFF THE VAMC DISPOSAL OF ALL ITEMS AND MATERIALS NOT REQUIRED TO BE SALVAGED, AS WELL AS ALL DEBRIS AND RUBBISH RESULTING FROM DEMOLITION AND NEW WORK OPERATIONS. 3. REFER TO SPECIFICATION 329000 FOR RESTORATION OF SITE.REFER TO SPECIFICATION 329000 FOR RESTORATION OF SITE.

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LIMITS OF CONSTRUCTION LEGEND:

AutoCAD SHX Text DENOTES LIMITS OF CONTRACTOR STAGING AREA. DENOTES LIMITS OF CONSTRUCTION AND TEMPORARY CHAIN LINK CONSTRUCTION FENCING (NOT SHOWN FOR CLARITY). REFER TO TEMPORARY CONSTRUCTION FENCE DETAIL 'CF' ON THIS DRAWING.

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NOT TO SCALE

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CONSTRUCTION WORK ZONE - TEMPORARY CONSTRUCTION FENCE DETAILS

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NOT TO SCALE

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KEY PLAN

AutoCAD SHX Text TEMPORARY FENCE NOTES: 1. PROVIDE PORTABLE SELF-STANDING TEMPORARY FENCE ALONG PERIMETER OF CONSTRUCTION WORK AREA SITES AND STAGING AREA AS SHOWN ON PLANS. PROVIDE PORTABLE SELF-STANDING TEMPORARY FENCE ALONG PERIMETER OF CONSTRUCTION WORK AREA SITES AND STAGING AREA AS SHOWN ON PLANS. 2. TEMPORARY FENCE SHALL BE FREE STANDING CONSTRUCTION FENCE, PANELIZED OF CHAIN LINK FENCING AND COMPLETE WITH ALL BRACKETS AND SUPPORTS. TEMPORARY FENCE SHALL BE FREE STANDING CONSTRUCTION FENCE, PANELIZED OF CHAIN LINK FENCING AND COMPLETE WITH ALL BRACKETS AND SUPPORTS. 3. PROVIDE INTERIM LIFE SAFETY (ILS) DRAWING TO ENSURE A WELL DESIGNED PLAN IS IN PLACE AND THAT OCCUPANTS HAVE READILY AVAILABLE ACCESS TO A PROVIDE INTERIM LIFE SAFETY (ILS) DRAWING TO ENSURE A WELL DESIGNED PLAN IS IN PLACE AND THAT OCCUPANTS HAVE READILY AVAILABLE ACCESS TO A PUBLIC WAY WITH A SUITABLE WALKING SURFACE. TWO MEANS OF EGRESS ROUTES SHALL BE PROVIDED (VIA GATES). EGRESS ROUTES SHALL BE KEPT FREE OF CONSTRUCTION MATERIALS AND HAZARDS AND BE KEPT FREE OF SNOW/ICE DURING THE WINTER MONTHS. 4. PROVIDE ALSO, A SKETCH FOR EACH CONSTRUCTION WORK ZONE, AS THE CONSTRUCTION FENCING IS ESTABLISHED FOR EACH AND EVERY CONSTRUCTION PROVIDE ALSO, A SKETCH FOR EACH CONSTRUCTION WORK ZONE, AS THE CONSTRUCTION FENCING IS ESTABLISHED FOR EACH AND EVERY CONSTRUCTION WORK ZONE. EACH CONSTRUCTION WORK ZONE SKETCH SHALL INCLUDE THE LOCATIONS OF THE TEMPORARY CONSTRUCTION FENCE, (2) GATES, AND EMERGENCY EGRESS ROUTES FROM INSIDE OF THE FENCED CONSTRUCTION WORK ZONE. EACH CONSTRUCTION WORK ZONE SKETCH SHALL INCLUDE TWO EMERGENCY EGRESS ROUTES TO THE 'PUBLIC WAY' (SEE NOTE 3 ABOVE) AND SHALL BE APPROVED BY THE COR PRIOR TO INSTALLATION OF THE TEMPORARY FENCING AND GATES, TYPICAL. 5. REFER TO EXAMPLE OF 'CONSTRUCTION WORK ZONE' FENCE PLACEMENT ABOVE.REFER TO EXAMPLE OF 'CONSTRUCTION WORK ZONE' FENCE PLACEMENT ABOVE.

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GRADE

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WEATHER CAP, TYPICAL

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TOP OF CHAIN LINK FABRIC TO HAVE CLOSED KNUCKLES

AutoCAD SHX Text PLASTIC "DANGER KEEP OUT" SIGN. ATTACH SIGNS TO FENCE WITH PLASTIC TIES. SPACE SIGNS 50' APART MAX.

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TOP RAIL

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FENCE POST, TYPICAL

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CHAIN LINK FABRIC, TYPICAL

AutoCAD SHX Text STABILIZER BRACKET/BASE PLATE: HOT DIPPED GALVANIZED STEEL HEAVY DUTY CONSTRUCTION TYPE. UTILIZE SAND BAGS OR OTHER SUITABLE WEIGHT FOR STABILITY, TYPICAL.

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BOTTOM RAIL

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NOT TO SCALE

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VA STANDARD SIGNS

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TYPICAL GENERATOR BUILDING (EXAMPLE)

AutoCAD SHX Text GATE, TYPICAL OF 2. SEE NOTES 3 & 4 BELOW FOR EMERGENCY EGRESS REQUIREMENTS AT EACH AND EVERY CONSTRUCTION WORK ZONE, TYPICAL.

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NOT TO SCALE

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TREE PROTECTION DETAIL (SEE ALSO DRAWING ESS510)

AutoCAD SHX Text GENERAL NOTES ON PROTECTING TREES WITHIN CONSTRUCTION ZONE: FOR SINGLE TREES, USE METHOD #1 FIELD OBSERVE DRIPLINE FOR "PROTECTED ROOT ZONE" EDGE (PRZ) FOR MULTI GROUPED TREES OR NARROW CROWNED CANOPIES, USE METHOD #2 MEASURED OVERALL TREE HEIGHT AND MULTIPLY BY 40% FOR PRZ EDGE (HT X .4 = PRZ DISTANCE) ANY DISCREPANCIES, MODIFICATIONS OR PRZ LIMITS TO BE COMPROMISED MUST BE APPROVED BY COR. DESIGNATE PRZ LIMITS WITH ORANGE POLY MESH FENCING, 4' HT MINIMUM. STAKE AND DISPLAY 8 1/2" X 11" SIGN THAT READS AS FOLLOWS:

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EXISTING TREE CANOPY

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METHOD #1 DRIPLINE EDGE PROTECTED ROOT ZONE

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METHOD #2 TREE HT X 40% PROTECTED ROOT ZONE

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OVERALL TREE HEIGHT

AutoCAD SHX Text DO NOT ENTER, WALK, STORE MATERIALS, PARK, DRIVE MACHINERY, OR EXCAVATE BEYOND THIS FENCE, UNLESS PRIOR APPROVAL IS GRANTED BY THE SITE ENGINEER.

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SEE ALSO DRAWING ESS510 FOR TREE PROTECTION NOTES.

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CSW

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CONCRETE SIDEWALK DETAIL

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EXAMPLE OF 'CONSTRUCTION WORK ZONE' FENCE PLACEMENT

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CONSTRUCTION FENCE - ELEVATION

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SAFETY SIGN - ELEVATION

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CONSTRUCTION SIGN - ELEVATION

AutoCAD SHX Text CONCRETE SIDEWALK NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH. 8. UTILIZE THIS DETAIL FOR ANY DISTURBED OR REMOVED SECTION OF SIDEWALK UNDER THIS CONTRACT.UTILIZE THIS DETAIL FOR ANY DISTURBED OR REMOVED SECTION OF SIDEWALK UNDER THIS CONTRACT.

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1" SCORED OR SAWCUT CONTRACTION JOINT.

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TOP OF CURB

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1/4" DEEP SCORED JOINTS

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1/4" RADIUS (TYP.) FORMED JOINTS ONLY

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CLASS "B" CONCRETE

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EXPANSION JOINT W/ 1/4" BITUMINOUS JOINT FILLER

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1% MIN. 2% MAX.

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1% MIN. 2% MAX.

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10.5' MAX.

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EXPANSION AND SCORED JOINT DETAIL

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EXPANSION JOINT TO EXPANSION JOINT

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EXPANSION JOINT TO EXPANSION JOINT

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(TYP)

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PLANS

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PLANS

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PLAN VIEW - SIDEWALK

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TYPICAL SECTION

AutoCAD SHX Text NOTE: REFER TO VA TIL FOR ADDITIONAL SIGNAGE REFER TO VA TIL FOR ADDITIONAL SIGNAGE INFORMATION

GI006

W.H.H. S.R.M.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

CONSTRUCTION

DOCUMENTS

MAY 30, 2023

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Replace Electronic Sign and External Navigation Signs

VA CWM

631-25-004

Project Director

MAY 30, 2023Revisions: Date:

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

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MECHANICAL PROPERTIES TEST METHODS UNITS MARV

EROSION CONTROL DETAILS

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24" MAX. @ CENTER

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FILTER FABRIC

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SECTION B-B

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FILTER FABRIC

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CUTOFF TRENCH DESIGN BOTTOM

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DITCH BOTTOM

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GROUND LINE

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SECTION A-A

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9" MIN.

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18" MIN.

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SLOPE

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SAME ELEVATION

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CREST 24" MAX. AT CENTER

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SPACING VARIES DEPENDING ON CHANNEL SLOPE

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CUTOFF TRENCH 18" WIDE 6" DEEP

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PROFILE

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TOE

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AutoCAD SHX Text STONE CHECK DAM NOTES: 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES, AND STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES, AND LOCATIONS SHOWN ON THE PLAN. 2. SET SPACING OF CHECK DAMS SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME SET SPACING OF CHECK DAMS SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5. ENSURE THAT CHANNEL APPURTENANCE SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE ENSURE THAT CHANNEL APPURTENANCE SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE.

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SWALE

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SLOPE

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FILTER FABRIC ON UPSTREAM FACE (MIRAFI 100X, 140S OR EQUAL)

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STAPLE FILTER FABRIC TO THIS FACE

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FORM 6" TROUGH -LAY IN FABRIC & BALLAST W/ GRAVEL

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BOTTOM OF DITCH

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FENCE

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STAKE

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FLOW

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STEEL STAKES DRIVEN ON DOWNSTREAM SIDE OF FENCE

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SNOW FENCE OR PREFABRICATED SILT FENCE (GEOFAB OR EQUAL)

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AutoCAD SHX Text PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY

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PROVIDE GEOTEXTILE FABRIC UNDER STONE

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EXISTING GROUND

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PUBLIC RIGHT- OF-WAY

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PUBLIC RIGHT- OF-WAY

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EXISTING GROUND

AutoCAD SHX Text CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE SHALL BE 3 TO 4 INCHES. STONE SIZE SHALL BE 3 TO 4 INCHES. 2. LENGTH SHALL NOT BE LESS THAN 50 FEET. LENGTH SHALL NOT BE LESS THAN 50 FEET. 3. THICKNESS SHALL NOT BE LESS THAN 8 INCHES. THICKNESS SHALL NOT BE LESS THAN 8 INCHES. 4. WIDTH SHALL NOT BE LESS THAN 10' WIDER THAN THE LARGEST VEHICLE ENTERING WIDTH SHALL NOT BE LESS THAN 10' WIDER THAN THE LARGEST VEHICLE ENTERING OR EXITING THE SITE. 5. WASHING. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT WASHING. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE, WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS. 6. MAINTENANCE. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL MAINTENANCE. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.

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STABILIZED CONST. ENTRANCE

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SEDIMENT BASINS

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CHECK DAMS

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AS SHOWN ON DRAWINGS

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STABILIZED CONST. ENTRANCE

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AS SHOWN ON DRAWINGS

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BODIES OF WATER

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PRIOR TO DISCHARGE TO

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IN DITCHES

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AS SHOWN ON DRAWINGS

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25 FT. APART

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20%%% OR GREATER - PLACE

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50 FT. APART

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10%%% TO 19%%% - PLACE

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100 FT. APART

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9% SLOPE OR LESS - PLACE

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IN DRAINAGE DITCHES

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AROUND CATCH BASINS

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ACROSS SLOPES

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SEED AND SOD

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ALL DISTURBED AREAS

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MATTING/BLANKETS

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AREAS 1:5 (20%) OR STEEPER

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STRAW MULCH

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AREAS FLATTER THAN 1:5 (20%)

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USE TYPE

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FOR SITE CONDITIONS

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EROSION CONTROL SCHEDULE

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PLASTIC ORANGE SNOW FENCE

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FILTER FABRIC NOT REQUIRED

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STAKE SECURELY

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AS SHOWN ON DRAWINGS

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ALONG STREAMS AND WATER BODIES

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TOES OF SLOPE

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AROUND STOCK PILE AND BORROW AREAS

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AROUND CATCH BASINS

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ACROSS SLOPES

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SILT FENCES

AutoCAD SHX Text EROSION CONTROL NOTES: 1. EROSION CONTROL WILL BE IN ACCORDANCE WITH THESE PLANS AND THE EROSION CONTROL WILL BE IN ACCORDANCE WITH THESE PLANS AND THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS. 2. WINTER CONSTRUCTION: SITE CONSTRUCTION MAY CONTINUE THROUGH THE WINTER WINTER CONSTRUCTION: SITE CONSTRUCTION MAY CONTINUE THROUGH THE WINTER : SITE CONSTRUCTION MAY CONTINUE THROUGH THE WINTER MONTHS ON THIS PROJECT. IT IS IMPERATIVE THAT ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES BE IN PLACE AND FUNCTIONING TO ENSURE THEIR EFFECTIVENESS THROUGH THE WINTER AND SPRING SEASON. WINTER IN MASSACHUSETTS CAN DIMINISH THE EFFECTIVENESS OF CONTROLS AND PREDISPOSE A SITE TO SEVERE EROSION AND SEDIMENTATION. DISTURBED AND BARE SOIL THAT IS WELL-FROZEN IS QUITE RESISTANT TO EROSION. HOWEVER, SEVERE EROSION OCCURS DURING THE MIDWINTER AND SPRING THAWS WHEN MELTING SNOW, THAWING SOILS AND HEAVY RAINS PRODUCE INTENSE RUNOFF OVER SATURATED UNSTABLE SOILS. FOR THESE REASONS, SOIL DISTURBANCES SHALL BE STABILIZED BY PRIOR TO THE START OF THE WINTER CONSTRUCTION SEASON (OCTOBER, 15TH). ALL EARTHWORK CONTINUING DURING THE WINTER CONSTRUCTION SEASON SHALL BE STABILIZED IN ACCORDANCE WITH THE STATE OF MASSACHUSETTS EROSION PREVENTION AND SEDIMENT CONTROL REQUIREMENTS FOR WINTER CONSTRUCTION. 3. INSPECTION AND MAINTENANCE: INSPECT EROSION PREVENTION AND SEDIMENT INSPECTION AND MAINTENANCE: INSPECT EROSION PREVENTION AND SEDIMENT : INSPECT EROSION PREVENTION AND SEDIMENT CONTROL MEASURES MORE FREQUENTLY IN THE WINTER AND SPRING THAN IN THE SUMMER. PAY CAREFUL ATTENTION TO WEATHER PREDICTIONS. WATCH FOR PREDICTED THAWS OR HEAVY RAINS. BEFORE SUCH EVENTS, CHECK ALL CONTROL MEASURES TO BE SURE THAT STRUCTURES WILL MANAGE THE POTENTIALLY HEAVY AND INTENSE RUNOFF AND SEDIMENT. PRACTICALLY CONSTANT MAINTENANCE OF CRITICAL CONTROL MEASURES MAY BE NECESSARY DURING THE WINTER AND EARLY SPRING TO PREVENT FAILURE OR OVERLOADING OF CONTROL MEASURES. BE PREPARED TO QUICKLY INSTALL A SECOND LINE OF DEFENSE IF PROBLEMS OCCUR. BE PREPARED TO DEVOTE A SUBSTANTIAL AMOUNT OF TIME, EQUIPMENT AND MANPOWER TO EROSION PREVENTION AND SEDIMENT CONTROL. 4. FOLLOW-UP: AS EARLY AS IS PRACTICAL, AT THE BEGINNING OF THE NEXT GROWING FOLLOW-UP: AS EARLY AS IS PRACTICAL, AT THE BEGINNING OF THE NEXT GROWING : AS EARLY AS IS PRACTICAL, AT THE BEGINNING OF THE NEXT GROWING SEASON, INSTALL PERMANENT VEGETATIVE CONTROLS AS SPECIFIED IN THIS EPSC PLAN. 5. DEWATERING PROCEDURE: DEWATERING WILL BE ACCOMPLISHED BY PLACEMENT OF DEWATERING PROCEDURE: DEWATERING WILL BE ACCOMPLISHED BY PLACEMENT OF : DEWATERING WILL BE ACCOMPLISHED BY PLACEMENT OF CRUSHED STONE FILLED SUMPS IN LOW AREAS OF THE EXCAVATION. WATER WILL BE PUMPED FROM THESE SUMPS THROUGH A SEDIMENTATION DEVICE AND DISCHARGE INTO THE SUBSURFACE STORMWATER SYSTEM.THE DETAILS OF DEWATERING, INCLUDING THE NUMBER AND LOCATION OF SUMPS; THE TYPE, NUMBER AND LOCATION OF THE SEDIMENTATION DEVICE(S) AND THE ASSOCIATED DISCHARGE POINTS AND OPERATING PROCEDURES WILL DEPEND ON THE CONDITIONS ENCOUNTERED DURING CONSTRUCTION, AS WELL AS THE SEASONAL WEATHER CONDITIONS. A PLAN WHICH DETAILS THE DEWATERING SYSTEM AND PROCEDURES WILL BE PROVIDED FOR REVIEW AND APPROVAL BY THE COR PRIOR TO ITS IMPLEMENTATION.

AutoCAD SHX Text APPLICATION NOTES: A. THE PURPOSE OF MATTING ON SIDE SLOPES IS TO REDUCE EROSION AND AID THE PURPOSE OF MATTING ON SIDE SLOPES IS TO REDUCE EROSION AND AID THE ESTABLISHMENT OF VEGETATION. B. EROSION CONTROL MATTING SHALL BE USED FOR THE FOLLOWING REASONS: EROSION CONTROL MATTING SHALL BE USED FOR THE FOLLOWING REASONS: * SIDE SLOPES > 3:1 (H:V). * AREAS WHERE SEED AND MULCH WILL NOT STAY IN PLACE ALONE. * WHERE SEEDING IS OUTSIDE THE GROWING SEASON.

AutoCAD SHX Text GENERAL NOTES: 1. GRADE AND SMOOTH THE SLOPE TO PROVIDE GOOD MATTING TO SOIL SURFACE GRADE AND SMOOTH THE SLOPE TO PROVIDE GOOD MATTING TO SOIL SURFACE CONTACT. 2. APPLY FERTILIZER, LIME, AND SEED PRIOR TO PLACING MATTING. APPLY FERTILIZER, LIME, AND SEED PRIOR TO PLACING MATTING. 3. ANCHOR MATTING AS SHOWN, UTILIZING ANCHOR STAPLES. STAPLE PLACEMENT ANCHOR MATTING AS SHOWN, UTILIZING ANCHOR STAPLES. STAPLE PLACEMENT SHALL BE DETERMINED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. UNROLL MATTING VERTICALLY DOWN SLOPE IN THE DIRECTION OF WATER FLOW. UNROLL MATTING VERTICALLY DOWN SLOPE IN THE DIRECTION OF WATER FLOW. 5. OVERLAP UPPER MATTING OVER LOWER MATTING AS SHOWN. OVERLAP UPPER MATTING OVER LOWER MATTING AS SHOWN. 6. OVERLAP ADJACENT MATTING AS SHOWN. OVERLAP ADJACENT MATTING AS SHOWN. 7. CUT EXCESS MATTING AT END OF SLOPE AND ANCHOR THE END. CUT EXCESS MATTING AT END OF SLOPE AND ANCHOR THE END. 8. EROSION CONTROL MATTING SHALL BE 100% BIODEGRADABLE. EROSION CONTROL MATTING SHALL BE 100% BIODEGRADABLE. 9. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS MINIMUM MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS MINIMUM AND WITHIN 24 HOURS OF A STORM EVENT GREAT ENOUGH TO CAUSE WATER TO LEAVE THE CONSTRUCTION SITE. 10. MATTING SHALL BE REPAIRED AND RE-STAPLED AS NECESSARY TO ENSURE MATTING SHALL BE REPAIRED AND RE-STAPLED AS NECESSARY TO ENSURE PROPER FUNCTION. 11. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE INSTALLATION, INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES.

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SILT FENCE SECTION

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ISOLATION FENCE

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STAKE

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FABRIC

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BURIED FABRIC

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1' MIN.

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2" X 4" WOOD FRAME

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FRAME

AutoCAD SHX Text FILTER FABRIC DRIP INLET PROTECTION NOTES: 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2"X4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND THE INLET 3 FEET APART AND DRIVE A MINIMUM OF 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2"X4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. 7. MAXIMUM DRAINAGE AREA 1 ACRES.

AutoCAD SHX Text 'TRACKING' WITH MACHINERY UP AND DOWN THE SLOPE PROVIDES GRO0VES THAT WILL CATCH SEED, FERTILIZER, MULCH, RAINFALL AND DECREASE RUNOFF.

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TRACKING

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6" MIN

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MAXIMUM

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GROOVES WILL CATCH SEED, FERTILIZER, MULCH, RAINFALL AND DECREASE RUNOFF.

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CONTOUR FURROWS

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STORM SEWER GRATE

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LIFT STRAPS

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OPTIONAL OVERFLOW PORTS

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DUMPING STRAPS

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STORM INLET

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DANDY BAG OR EQUAL

AutoCAD SHX Text STOCKPILE NOTES: 1. ALL AREAS NOT TO BE WORKED FOR 14 DAYS OR MORE ALL AREAS NOT TO BE WORKED FOR 14 DAYS OR MORE SHALL BE TEMPORARILY STABILIZED WITH MULCH, MATTING, OR OTHER MEASURES SUITABLE TO THE LOCATION. 2. STOCKPILES TO FOLLOW WINTER CONSTRUCTION STOCKPILES TO FOLLOW WINTER CONSTRUCTION REQUIREMENTS ALL YEAR PER CEA GARAGE PLAN C3.1.

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STOCKPILE AREA

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STOCKPILE ACCESS LOCATED UP SLOPE IF POSSIBLE

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SILT FENCE ENCLOSING ENTIRE AREA

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GRAB TENSILE STRENGTH

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ASTM D 4632

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1.78 (400) x 1.40 (315)

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GRAB TENSILE ELONGATION

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ASTM D 4632

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PUNCTURE STRENGTH

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ASTM D 4833

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0.67 (150)

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MULLEN BURST STRENGTH

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ASTM D 3786

AutoCAD SHX Text kPa (psi)

AutoCAD SHX Text 5506 (800)

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TRAPEZOID TEAR STRENGTH

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ASTM D 4533

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0.67 (150) x 0.73 (165)

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UV RESISTANCE

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ASTM D 4355

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APPARENT OPENING SIZE

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ASTM D 4751

AutoCAD SHX Text Mm (US Std Sieve)

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0.425 (40)

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FLOW RATE

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ASTM D 4491

AutoCAD SHX Text 1/min/m (gal/min/ft )

AutoCAD SHX Text 2852 (70)

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PERMITTIVITY

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ASTM D 4491

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AutoCAD SHX Text 0.90

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NOT TO SCALE

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EROSION PREVENTION REQUIREMENTS DETAIL AND NOTES

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NOT TO SCALE

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STABILIZED CONSTRUCTION ENTRANCE

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NOT TO SCALE

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SILT FENCING DETAILS

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NOT TO SCALE

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INLET SEDIMENT FILTER

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NOT TO SCALE

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STOCKPILE AREA ISOLATION DETAIL

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NOT TO SCALE

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SURFACE ROUGHENING

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NOT TO SCALE

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FILTER FABRIC DRIP INLET PROTECTION

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NOT TO SCALE

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EROSION CONTROL SCHEDULE

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NOT TO SCALE

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STONE CHECK DAM

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ISF

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SCD

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DROP INLET WITH GATE

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GATHER EXCESS AT CORNER

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ECS

ELECTRICAL ABBREVIATIONS ELECTRICAL SYMBOLS GENERAL ELECTRICAL NOTES

EP001

ELECTRICAL LEGEND AND NOTES

W.H.H. E.J.D.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

CONSTRUCTION

DOCUMENTS

MAY 30, 2023

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Replace Electronic Sign and External Navigation Signs

VA CWM

631-25-004

Project Director

MAY 30, 2023Revisions: Date:

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

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AutoCAD SHX Text : SINGLE POLE SWITCH : SINGLE POLE SWITCH 2 : TWO POLE SWITCH : TWO POLE SWITCH 3 : THREE POLE SWITCH : THREE POLE SWITCH 4 : FOUR POLE SWITCH : FOUR POLE SWITCH K : KEY SWITCH : KEY SWITCH MC : MOMENTARY CONTACT SWITCH : MOMENTARY CONTACT SWITCH M : MOTOR RATED SWITCH : MOTOR RATED SWITCH MSS : MOTOR STARTER SWITCH : MOTOR STARTER SWITCH : SWITCH LEG REFERENCE REFERENCE

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AutoCAD SHX Text C

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RACEWAY INSTALLED BELOW SLAB OR GRADE

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RACEWAY INSTALLED IN SLAB

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RACEWAY INSTALLED EXPOSED

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RACEWAY INSTALLED CONCEALED IN WALL OR CEILING

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RACEWAY SEAL

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RACEWAY. B: BUSHED. C: CAPPED

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RACEWAY DOWN

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RACEWAY UP

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EXISTING RACEWAY TO REMAIN UNLESS NOTED

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RACEWAY CONTINUATION

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WALL MOUNTED BRACKET

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WALL BOX

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CEILING BOX

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DIGITAL TIME SWITCH

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PHOTO CELL/LIGHT LEVEL SENSOR

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DIMMER

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PUSH BUTTON

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HEIGHT

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MISCELLANEOUS

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(SWITCH)

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(WITH PILOT LIGHT)

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(DIGITAL SWITCH)

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HEIGHT

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CEILING

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VERIFY

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SWITCHES

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OCCUPANCY LIGHTING CONTROL SENSOR.

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OCCUPANCY LIGHTING CONTROL SENSOR.

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DUAL LEVEL OCCUPANCY LIGHTING CONTROL SENSOR.

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VERIFY

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EXTERIOR TYPE MOTION SENSOR.

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AutoCAD SHX Text 1PH SINGLE-PHASE SINGLE-PHASE 1P SINGLE POLE SINGLE POLE 2/C TWO-CONDUCTOR TWO-CONDUCTOR 3/C THREE-CONDUCTOR THREE-CONDUCTOR 3PH THREE-PHASE THREE-PHASE 4/C FOUR-CONDUCTOR FOUR-CONDUCTOR 4W FOUR-WIRE FOUR-WIRE A/C UNIT AIR CONDITIONING UNIT AIR CONDITIONING UNIT A/E ARCHITECT/ENGINEER ARCHITECT/ENGINEER AAP ALARM ANNUNCIATOR PANEL ALARM ANNUNCIATOR PANEL AC ALTERNATING CURRENT OR ALTERNATING CURRENT OR ARMORED CABLE ACC ACCESSIBLE ACCESSIBLE ADDL ADDITIONAL ADDITIONAL ADJ ADJACENT, ADJOINING ADJACENT, ADJOINING ADO AUTOMATIC DOOR OPENER AUTOMATIC DOOR OPENER AF AMPERE FRAME OR AMP FUSE AMPERE FRAME OR AMP FUSE AFC ABOVE FINISHED COUNTER, ABOVE FINISHED COUNTER, AUTOMATIC FREQUENCY CONTROL, OR AVAILABLE FAULT CURRENT AH AMPERE HOUR AMPERE HOUR AHJ AUTHORITY HAVING JURISDICTION AUTHORITY HAVING JURISDICTION AIC AMPERE INTERRUPTING CAPACITY AMPERE INTERRUPTING CAPACITY ALT ALTERNATE ALTERNATE AMB OR A AMBIENT AMBIENT AMP AMPERE AMPERE ARCH ARCHITECT ARCHITECT ASC AMPS SHORT CIRCUIT AMPS SHORT CIRCUIT AT AMPERE TRIP AMPERE TRIP ATS AUTOMATIC TRANSFER SWITCH AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUTOMATIC AV AUDIO VISUAL AUDIO VISUAL BD BOARD BOARD BLDG BUILDING BUILDING BRKR BREAKER BREAKER BYP BY PASS BY PASS C CONDUIT CONDUIT CAB CABINET CABINET CALC CALCULATE CALCULATE CAP CAPACITY CAPACITY CAT CATALOG CATALOG CATV COMMUNITY ANTENNA TELEVISION COMMUNITY ANTENNA TELEVISION CCR CONTROL CONTACTOR CONTROL CONTACTOR CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CD CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENTS CF CONTRACTOR FURNISHED CONTRACTOR FURNISHED CFE CONTRACTOR FURNISHED EQUIPMENT CONTRACTOR FURNISHED EQUIPMENT CHW CHILLED WATER CHILLED WATER CHWP CHILLED WATER PUMP CHILLED WATER PUMP CKT CIRCUIT CIRCUIT CKT BRKR CIRCUIT BREAKER CIRCUIT BREAKER CLF CURRENT LIMITING FUSE CURRENT LIMITING FUSE CLG CEILING CEILING CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COAX COAX CABLE COAX CABLE COMM COMMUNICATION COMMUNICATION COMPT COMPARTMENT COMPARTMENT CONC CONCRETE CONCRETE CONT CONTINUE CONTINUE CONTR CONTRACTOR CONTRACTOR COORD COORDINATE COORDINATE COR CONTRACTING OFFICER'S CONTRACTING OFFICER'S REPRESENTATIVE CPT CONTROL POWER TRANSFORMER CONTROL POWER TRANSFORMER CRI COLOR RENDERING INDEX COLOR RENDERING INDEX CT CURRENT TRANSFORMER CURRENT TRANSFORMER CTV CABLE TELEVISION CABLE TELEVISION CU COPPER COPPER CU FT CUBIC FEET CUBIC FEET CUR CURRENT CURRENT DB DIRECT BURIAL DIRECT BURIAL DC DIRECT CURRENT DIRECT CURRENT DEMO DEMOLITION DEMOLITION

AutoCAD SHX Text DIAG DIAGRAM DIAGRAM DISC DISCONNECT DISCONNECT DISTR DISTRIBUTION DISTRIBUTION DISTR PNL DISTRIBUTION PANEL DISTRIBUTION PANEL DN DOWN DOWN DRSW DOOR SWITCH DOOR SWITCH DS DISCONNECT SWITCH DISCONNECT SWITCH DWG DRAWING DRAWING EG EQUIPMENT GROUND EQUIPMENT GROUND EL ELEVATION ELEVATION ELEC ELECTRIC OR ELECTRICAL ELECTRIC OR ELECTRICAL ELEV ELEVATOR ELEVATOR EMER EMERGENCY EMERGENCY ENCL ENCLOSURE ENCLOSURE EPO EMERGENCY POWER OFF EMERGENCY POWER OFF EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER ELECTRIC WATER HEATER EXIST EXISTING EXISTING FA FIRE ALARM FIRE ALARM FAAP FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FIRE ALARM CONTROL PANEL FIXT FIXTURE FIXTURE FLA FULL LOAD AMPS FULL LOAD AMPS FLEX FLEXIBLE METALLIC CONDUIT FLEXIBLE METALLIC CONDUIT FLUOR FLUORESCENT FLUORESCENT FP FIRE PROTECTION FIRE PROTECTION FT FEET OR FOOT FEET OR FOOT FU SW FUSED SWITCH FUSED SWITCH FVNR FULL VOLTAGE NON-REVERSING FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING FULL VOLTAGE REVERSING G OR GND GROUND OR GENERATOR GROUND OR GENERATOR GEN GENERATOR GENERATOR GFCI GROUND FAULT CIRCUIT GROUND FAULT CIRCUIT INTERRUPTER GTB GROUND TERMINAL BOX GROUND TERMINAL BOX HID HIGH INTENSITY DISCHARGE HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTOMATIC HAND-OFF-AUTOMATIC HP HORSEPOWER HORSEPOWER HT HEIGHT HEIGHT HZ HERTZ HERTZ IESNA ILLUMINATION ENGINEERING SOCIETY ILLUMINATION ENGINEERING SOCIETY OF NORTH AMERICA IMC INTERMEDIATE METAL CONDUIT INTERMEDIATE METAL CONDUIT INCAND INCANDESCENT INCANDESCENT IR INFRARED INFRARED IWH INSTANTANEOUS WATER HEATER INSTANTANEOUS WATER HEATER J-BOX JUNCTION BOX JUNCTION BOX kV KILOVOLT KILOVOLT kVA KILOVOLT AMPERE KILOVOLT AMPERE kVAH KILOVOLT AMPERE PER HOUR KILOVOLT AMPERE PER HOUR kVAR KILOVOLT AMPERE REACTIVE KILOVOLT AMPERE REACTIVE kW KILOWATT KILOWATT kWH KILOWATT HOUR KILOWATT HOUR kWHM KILOWATT HOUR METER KILOWATT HOUR METER LED LIGHT EMITTING DIODE LIGHT EMITTING DIODE LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) LM LUMEN LUMEN LP LIGHT POLE LIGHT POLE LPS LOW PRESSURE SODIUM LOW PRESSURE SODIUM LRA LOCKED ROTOR AMPS LOCKED ROTOR AMPS LTCP LOCAL TEMPERATURE CONTROL LOCAL TEMPERATURE CONTROL PANEL LT LIGHT LIGHT LTG LIGHTING LIGHTING LTG PNL LIGHTING PANEL LIGHTING PANEL LTNG LIGHTNING LIGHTNING LV LOW VOLTAGE LOW VOLTAGE MATV MASTER ANTENNA TELEVISION MASTER ANTENNA TELEVISION SYSTEM MAX MAXIMUM MAXIMUM MC METAL-CLAD METAL-CLAD MCA MINIMUM CIRCUIT AMPS MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKERMAIN CIRCUIT BREAKER

AutoCAD SHX Text MCC MOTOR CONTROL CENTER MOTOR CONTROL CENTER MDP MAIN DISTRIBUTION PANEL MAIN DISTRIBUTION PANEL MECH MECHANICAL MECHANICAL MG MOTOR GENERATOR MOTOR GENERATOR MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MLO MAIN LUGS ONLY MAIN LUGS ONLY MT MOUNT MOUNT MTD MOUNTED MOUNTED MTG MOUNTING MOUNTING MTS MANUAL TRANSFER SWITCH MANUAL TRANSFER SWITCH MV MEDIUM VOLTAGE MEDIUM VOLTAGE MVA MEGAVOLT-AMPERE MEGAVOLT-AMPERE MW MEGAWATT MICROWAVE MEGAWATT MICROWAVE NA NOT APPLICABLE NOT APPLICABLE NEC NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NOT IN CONTRACT NO NORMALLY OPEN NORMALLY OPEN NS NO SCALE NO SCALE NTS NOT TO SCALE NOT TO SCALE OD OUTSIDE DIAMETER OUTSIDE DIAMETER OL OVERLOAD OVERLOAD P POLE POLE PB PANELBOARD, PULL BOX, OR PANELBOARD, PULL BOX, OR PUSHBUTTON PCB POLYCHLORINATED BIPHENYL POLYCHLORINATED BIPHENYL PEC PHOTOELECTRIC CELL PHOTOELECTRIC CELL PED PEDESTAL PEDESTAL PF POWER FACTOR POWER FACTOR PH PHASE PHASE PNL PANEL PANEL POD POWER OPERATED DAMPER POWER OPERATED DAMPER PT POTENTIAL TRANSFORMER POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE (PLASTIC) POLYVINYL CHLORIDE (PLASTIC) PWR POWER POWER RCP REFLECTED CEILING PLAN REFLECTED CEILING PLAN REC RECESSED RECESSED RECPT RECEPTACLE RECEPTACLE RGS RIGID GALVANIZED STEEL RIGID GALVANIZED STEEL RM ROOM ROOM RMS ROOT MEAN SQUARE ROOT MEAN SQUARE REQD REQUIRED REQUIRED SCC SHORT CIRCUIT CAPACITY SHORT CIRCUIT CAPACITY SD SMOKE DETECTOR SMOKE DETECTOR SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SHT SHEET SHEET SI INTERNATIONAL SYSTEM OF UNITS INTERNATIONAL SYSTEM OF UNITS SPEC SPECIFICATION SPECIFICATION SW SWITCH SWITCH SWBD SWITCHBOARD SWITCHBOARD SWGR SWITCHGEAR SWITCHGEAR TC TIME CLOCK TIME CLOCK TEL TELEPHONE TELEPHONE TV TELEVISION TELEVISION TYP TYPICAL TYPICAL UGND UNDERGROUND UNDERGROUND UL UNDERWRITERS LABORATORY UNDERWRITERS LABORATORY UPS UNINTERRUPTIBLE POWER SUPPLY UNINTERRUPTIBLE POWER SUPPLY UTIL UTILITY UTILITY V VOLT VOLT VA VOLT AMPERE VOLT AMPERE VAR VOLT AMPERE REACTIVE VOLT AMPERE REACTIVE VFD VARIABLE FREQUENCY DRIVE VARIABLE FREQUENCY DRIVE VOLT VOLTAGE VOLTAGE W WATT WATT WH WATER HEATER WATER HEATER WP WEATHERPROOF WEATHERPROOF XFER TRANSFER TRANSFER XFMR TRANSFORMER TRANSFORMER

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SWITCH, MULTIPOSITION

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SWITCH, NORMALLY CLOSED TIME DELAY

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SWITCH, NORMALLY CLOSED TEMPERATURE ACTIVATED

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SWITCH, NORMALLY OPEN LIMIT

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SWITCH, NORMALLY OPEN TEMPERATURE ACTIVATED

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SWITCH, NORMALLY OPEN TIME DELAY

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SWITCH, SINGLE BREAK

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FUSE WITH RATING

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NORMALLY CLOSED RELAY CONTACT

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NORMALLY OPEN RELAY CONTACT

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MOLDED CASE CIRCUIT BREAKER

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LOW-VOLTAGE DRAWOUT AIR CIRCUIT BREAKER

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SWITCH AND FUSE UNIT

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FUSED DRAWOUT POTENTIAL TRANSFORMER

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DIAGRAM

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MOTOR

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DELTA CONNECTION

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TRANSFORMER

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WYE CONNECTION

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EARTH GROUND

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JUNCTION BOX

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PULL BOX

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FUSIBLE LINK

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GENERATOR, POWER

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BATTERY

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DISCONNECT SWITCH, FUSED

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DISCONNECT SWITCH, UNFUSED

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METER

AutoCAD SHX Text LIGHT FIXTURE, RECESSED FLUORESCENT, 2'x4' [610x1220mm]; LETTER INDICATES TYPE.

AutoCAD SHX Text LIGHT FIXTURE, RECESSED FLUORESCENT, 1'x4' [305x1220mm]; LETTER INDICATES TYPE.

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LIGHTING PLAN

AutoCAD SHX Text LIGHT FIXTURE, SURFACE MOUNTED FLUORESCENT, 2'x4' [610x1220mm]; LETTER INDICATES TYPE.

AutoCAD SHX Text LIGHT FIXTURE, SURFACE MOUNTED FLUORESCENT, 1'x4' [305x1220mm]; LETTER INDICATES TYPE.

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LIGHT POLE, ONE LUMINAIRE

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LIGHTING, EXTERIOR BUILDING

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LIGHTING, TWO HEAD EMERGENCY BATTERY POWER

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EXIT SIGN, WALL MOUNTED WITH DIRECTIONAL ARROWS AND FACES AS SHOWN

AutoCAD SHX Text

EXIT SIGN, CEILING MOUNTED WITH DIRECTIONAL ARROWS AND FACES AS SHOWN

AutoCAD SHX Text LIGHT FIXTURE, SURFACE MOUNTED FLUORESCENT, 2'x2' [610x610mm]; LETTER INDICATES TYPE.

AutoCAD SHX Text

LIGHT FIXTURE,…

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File details come from the government source that posted it. Updated Apr 18, 2025.