160214 -Addendum # 2 Revised.pdf Signed.pdf

DEPARTMENT OF TRANSPORTATION

Stephen C. Brich, P.E. 1221 E Broad Street Tel: (804) 482-5818

Commissioner Richmond, Virginia 23219

March 23, 2026

ADDENDUM NO. 2 TO ALL BIDDERS:

Reference – Invitation For Bids:

Commodity:

Dated:

Project Code:

For Delivery To:

Bids Due:

Prebid Conference:

160214 Dillwyn AHQ Combo Building & Fuel Facility February 18, 2026 501-18130-087 Commonwealth of Virginia Department of Transportation March 26, 2026 (changed below) March 05, 2026

The above is hereby changed to read:

1. Reference 160214 Project Manual DGS 30-256, Bid Due Date: Change to read “The deadline for submitting bids is 2:00 P.M. EST, as determined by the bid officer, on April 2, 2026."

2. Reference 160214 Project Manual DGS 30-256, Bid Opening Date: Changed to read “The bids will be opened publicly and read aloud beginning at 2:00 P.M EST on April 3, 2025."

3. Reference Addendum #2 (Two) document attached: Sealed by Brian E. Goldman of Architectural Partners (6 pages) with Questions and Answers to include changes to Specifications and Drawings.

Note: Acknowledgement of this addendum or any subsequent addenda must be prior to the bid due date and time or signed and uploaded as an attachment with the electronic bid submission. Failure to acknowledge or submit the addendum may be grounds for declaring the bid non-responsive.

Sincerely, Kareem Rahman Contract Officer kareem.rahman@vdot.viginia.gov

Name of Firm

Signature Title Date

10 9th S treet , Lynchburg , Vi rginia 24504 p 434-846-8456 | f 434-846-4534 | www.archi tecturalpar tners.com

A d d e n d u m

PROJECT INFORMATION

OWNER NAME: VIRGINIA DEPT. OF TRANSPORTATION OWNER PROJECT MGR: JOHN DYER

PROJECT TITLE:

VDOT – DILLWYN AHQ – COMBO

BUILDING & FUEL FACILITY

OWNER PROJECT NO.: 501-18130-087

A/E PROJECT MGR.: BRIAN E. GOLDMAN, RA

PROJECT LOCATION: 147 THOMAS ROAD, DILLWYN, VA BIDS DUE: REFER TO VDOT ADDENDUM

IFB NO.: 160214 BID OPENED: COVER LETTER

ADDENDUM #: 2

This addendum becomes part of the Construction Documents. The following changes, additions, and deletions shall be made to the following documents; all other conditions shall remain the same. Please attach to all copies of the Construction Documents which you are holding.

All Contractors are to state in their bid the receipt of this addendum. Instructions to Bidders:

ADDENDUM TO THE DRAWINGS – DRAWINGS:

Number Drawing Detail No.

2S1.0 ALL SITE ADAPTIVE TYPICAL DETAILS

1E1.1

PANEL SCHEDULE &

GROUNDING

A DETAIL

2E1.0 ELECTRICAL SITE PLAN NOTES #4 & #12

ADDENDUM TO THE PROJECT MANUAL VOLUME 1 & 2

Number

Spec Section

Specification Change

No changes to Specification Sections

QUESTIONS/ANSWERS AND CLARIFICATIONS:

Number

A2Q1 Question Please provide specifics for interior sliding window shown on sheet A9, detail A.

Answer Provide aluminum, medium-duty interior sliding service window. Refer to Drawing

A9 for size.

• Frame shall be constructed of 6063-T5 extruded aluminum, with overhead track, side jambs, and two framed window sections.

• Each window frame rolls on bottom-mounted heavy-duty ball bearing wheels that ride on aluminum lower channels recessed into solid surface shelf. Provide manufacturer’s standard catch locks.

• Aluminum finish will be selected as part of the submittal process.

http://www.architecturalpartners.com/

• Glazing shall be 1/4" clear tempered glass.

A2Q2 Question There is no detail for exterior concrete equipment pads on sheet C501, however, there is a detail on sheet M4. Advise if this detail is to be used for all exterior concrete equipment pads.

Answer See attached Sheet #2S1.0 SITE ADAPTIVE TYPICAL DETAILS

A2Q3 Question Drawing A1 indicates epoxy paint to be used for CMU walls in Room 113. No

Specification for epoxy paint exists in project documents. Provide specification for epoxy paint.

Answer Refer to Specification Section 099123 Interior Painting for submittals, maintenance materials, mockups, delivery / storage, field conditions, and preparation information.

Part 2 PRODUCTS

2.1 BLOCK FILLERS

A. Epoxy Block Filler: Solvent-based, two-component, epoxy, high-solids coating;

formulated to bridge and fill porous surfaces of CMU substrates in preparation for specified subsequent coatings.

2.2 INTERIOR HIGH-PERFORMANCE COATING SCHEDULE, MASONRY

SUBSTRATES

A. CMU Substrates:

1. Epoxy System for Wet Environments: MPI INT 4.2G.

a. Block Filler: Epoxy block filler, MPI #116.

b. Intermediate Coat: Epoxy, matching topcoat.

c. Topcoat: Epoxy, gloss, MPI #77.

A2Q4 Question Please provide a level/class of finish for the Solid Surface Countertops. Currently finish is not specified.

Answer Refer to specification section 123661.16 2.1.

Colors and patterns are to be selected by the A/E from the manufacturer’s full range.

The solid surface material is to be Class A Finish Material and NSF/ANSI 51

Certified.

A2Q5 Question On electrical drawing E5 plan options are shown. Clarify how to deal with these options.

Answer The Contractor is directed on the inclusion of options by note 2 on sheet 2C1.0.

Therefore, Options 1, 2, 3 & 5 (as shown on E5) are not applicable to this project

A2Q6 Question It was stated in the Pre-Bid conference that the existing fuel facility, canopies, concrete and tanks would be removed by VDOT or VDOT Contractor. No addendum has been issued regarding this verbal direction.

Answer VDOT will remove and relocate the existing fabric canopy only. All other existing fuel facility components including, but not limited to the dispensers, barrier walls, concrete, oil house and underground fuel tanks will be removed and properly disposed of offsite by the Contractor. VDOT reserves the option to remove any remaining fuel from the tanks prior to demolition.

END OF ADDENDUM

03/20/2026

CANOPY ROOF

1 1

GROUND INSPECTION WELL

GROUND ROD (TYP OF 4)

COLUMN, TYPICAL

2 2

FI-1

NOTE: COLUMNS ARE SHOWN OVERSIZED FOR CLARITY AND ARE NOT TO SCALE.

7 7

6 6

A 1E1.1 1E1.1

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

_3/

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:5 9:

A

M

2025-06-13

BID SET

434-846-1350 Fax: 434-846-1351 904 Lakeside Drive, Lynchburg, VA 24501

423-331

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FUEL STATION CANOPY - LIGHTING & LIGHTNING PROTECTION PLAN

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A 1E1.1 1E1.1

DETAIL

NAV/MGB

NAV

MGB

ADDENDUM 2: 2026-03-19

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(TYP OF 8)

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FUEL STATION PANEL SCHEDULE AND GROUNDING

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GROUND INSPECTION WELL

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GROUND INSPECTION WELL

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WELL COVER

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GRADE

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GRAVEL

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3/4" X 10' COPPERCLAD STEEL

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IPC #579

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ROBBINS #97-10

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THOMPSON #TL3410

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VFC #3410

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GROUND ROD

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COPPER BRONZE FOR CONNECTING ONE OR TWO HORIZONTAL

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IPC #28U

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THOMPSON #493

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VFC #305

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CABLES THROUGH 2/0 TO ANY SIZE GROUND ROD THROUGH 3/4".

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AND CABLE CLAMP

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PERPENDICULAR GROUND ROD

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COPPER

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(TYPICAL)

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EXOTHERMIC CONNECTION

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BONDED

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COPPER

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LIGHTNING PROTECTION

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CABLE

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17 GAUGE STRANDS, 57,400 CIRCULAR MILS CROSS-

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SECTION, WEIGHT PER LENGTH 187 LB/1000 FEET.

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MUST BE COPPER UNDERGROUND.

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SMOOTH TWIST COPPER CABLE

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1/2" X 24" LONG SOLID ALUMINUM

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IPC #A331

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ROBBINS #A24

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THOMPSON #A55

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VFC #1212ALAT

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AIR TERMINAL

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24 STRAND, 14 GAUGE CABLE, 98,500 CIRCULAR MILS.

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1. EXOTHERMIC WELD #1/0 BCSD TO COLUMN. EXOTHERMIC WELD #1/0 BCSD TO COLUMN. 2. #1/0 BCSD GROUND LOOP. #1/0 BCSD GROUND LOOP. 3. PROVIDE 3 AIR TERMINALS EACH SIDE, TOTAL OF 8. PROVIDE 3 AIR TERMINALS EACH SIDE, TOTAL OF 8. 4. PROVIDE SURFACE MOUNTED, LED LIGHT FIXTURE, WET-LOCATION LISTED PROVIDE SURFACE MOUNTED, LED LIGHT FIXTURE, WET-LOCATION LISTED IP66, SQUARE OR RECTANGULAR, MAXIMUM DEPTH (HEIGHT) OF LIGHT FIXTURE SHALL BE 4", 530 mA DRIVE CURRENT, 5000K COLOR TEMP, WIDE DISTRIBUTION, -40 DEGREES FAHRENHEIT, THERMOSET POWDER COAT. TYPICAL OF 4. SURFACE MOUNT UNDER CANOPY. 5. ROUTE ALL RACEWAY, WIRE, CONDUIT, AND LIGHTNING PROTECTION IN THE ROUTE ALL RACEWAY, WIRE, CONDUIT, AND LIGHTNING PROTECTION IN THE CANOPY COLUMNS. COORDINATE ACCESS WITH CANOPY MANUFACTURER AND INSTALLER. 6. PROVIDE 10' LONG LIGHTNING ROD CLAMPED NEAR BOTTOM AND TOP OF PROVIDE 10' LONG LIGHTNING ROD CLAMPED NEAR BOTTOM AND TOP OF BOTH FUEL STATION VENT PIPES WITH TOP OF LIGHTNING ROD A MINIMUM OF 5' ABOVE THE TOP OF EACH VENT. REFER TO DETAIL A THIS SHEET. 7. ROUTE ALUMINUM LIGHTNING PROTECTION CABLE ABOVE ROOF TO ROUTE ALUMINUM LIGHTNING PROTECTION CABLE ABOVE ROOF TO COLUMN. TRANSITION TO COPPER CABLE. ROUTE COPPER DOWN COLUMN AND CONNECT TO COUNTERPOISE LOOP. 8. COORDINATE WITH MECHANICAL CONTRACTOR FOR VENT LOCATION. COORDINATE WITH MECHANICAL CONTRACTOR FOR VENT LOCATION. 9. SEE SHEET E4 FOR LOCATION OF TMS PANEL WITHIN COMBO BUILDING SEE SHEET E4 FOR LOCATION OF TMS PANEL WITHIN COMBO BUILDING ROOM 104. 10. SEE SHEET 2E1.0 FOR LOCATION OF LOAD.SEE SHEET 2E1.0 FOR LOCATION OF LOAD.

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1. ALL RACEWAY FOR LIGHTING SHALL BE CONCEALED. ALL RACEWAY FOR LIGHTING SHALL BE CONCEALED. 2. LIGHT FIXTURES SHALL BE REMOVABLE WITHOUT ACCESS INTO THE LIGHT FIXTURES SHALL BE REMOVABLE WITHOUT ACCESS INTO THE CANOPY ENCLOSURE. 3. JUNCTION BOXES FOR LIGHT FIXTURE WIRING SHALL BE ACCESSIBLE JUNCTION BOXES FOR LIGHT FIXTURE WIRING SHALL BE ACCESSIBLE WHEN LIGHT FIXTURES ARE REMOVED. PROVIDE ACCESS PANELS AS REQUIRED. 4. COORDINATE CANOPY TO ALLOW ELECTRICAL RACEWAY FOR POWER AND COORDINATE CANOPY TO ALLOW ELECTRICAL RACEWAY FOR POWER AND LIGHTNING PROTECTION TO RUN THROUGH FOUNDATION, COLUMN, AND PENETRATE ROOF. 5. THE LIGHTNING PROTECTION SYSTEM SHALL MEET REQUIREMENTS OF UL96A, THE LIGHTNING PROTECTION SYSTEM SHALL MEET REQUIREMENTS OF UL96A, NFPA 70 & NFPA-780 LIGHTNING PROTECTION SYSTEM STANDARDS. THE DESIGN LAYOUT AND INSTALLATION DETAILS SHOWN HEREON ARE DIAGRAMMATIC AND MAY NOT SHOW ALL THE COMPONENTS AND HARDWARE. THE SYSTEM INSTALLER MUST PROVIDE ADDITIONAL HARDWARE AND INSTALLATION MEANS TO MEET THESE REQUIREMENTS. CONTRACTOR SHALL PROVIDE UL MASTER LABEL CERTIFICATE FOR THE SYSTEM AT PROJECT CLOSE-OUT. 6. CONNECTIONS TO GROUND RODS OR GROUND LOOP SHALL BE MADE AT A POINT CONNECTIONS TO GROUND RODS OR GROUND LOOP SHALL BE MADE AT A POINT NOT LESS THAN 1'-6" BELOW FINISHED GRADE AND A MINIMUM OF 2'-0" AWAY FROM FOUNDATION WALL. 7. AIR TERMINALS SHALL BE PLACED AT ALL UNPROTECTED OUTSIDE EDGES OF AIR TERMINALS SHALL BE PLACED AT ALL UNPROTECTED OUTSIDE EDGES OF ROOF STRUCTURES WITHIN 2'-0" OF OUTSIDE EDGE PERIMETER. 8. ALL LIGHTNING CONDUCTORS SHALL BE FASTENED NOT MORE THAN 3-0" ALL LIGHTNING CONDUCTORS SHALL BE FASTENED NOT MORE THAN 3-0" MAXIMUM SPACING WITH FASTENERS OF APPROPRIATE TYPE BASED ON ROOF CONSTRUCTION TYPE.

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COLUMN

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DETAIL - EXOTHERMIC WELD TO

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COLUMN

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LIGHTNING PROTECTION CABLE

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2' AIR TERMINAL

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10' SUPPORT

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CONCRETE SLAB

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A 2E1.0 2E2.0

2E1.0

ELECTRICAL SITE PLAN

ELECTRICAL SITE PLAN

NORTH

SITE LIGHTING FIXTURE - SINGLE HEAD EXAMPLE

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

_3/

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:5 9:

A

M

2025-06-13

BID SET

434-846-1350 Fax: 434-846-1351 904 Lakeside Drive, Lynchburg, VA 24501

423-331

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ANTENNA TO BE RELOCATEDA

2E1.02E1.0

ENLARGED MAIN ELECTRICAL POWER RACK OVERHEAD PLANB

2E1.02E1.0

ADDENDUM 1: 2026-03-13

ADDENDUM 2: 2026-03-19

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E. CAB.

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MIXED HARDWOODS

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18" PINE

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SP

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SP

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SP

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SP

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SP

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PROPANE TANK

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FUEL STATION

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COMBO BUILDING

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SPREADER BARN CANOPY

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TRAILER

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BLOCK GARAGE

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CHEMICAL STORAGE

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C.L. FENCE ON VDOT PROPERTY

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GATE

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ASPHALT CURB

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ASPHALT CURB

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GATE

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GATE

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PBE3

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SL1

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SL1

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SL1

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SL1

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SL1

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SL1

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SL2

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PBE2

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PBE1

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PBT1

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PBE4

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ELECTRICAL POWER RACK

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PBE AHQ

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PBT AHQ

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PANEL "A" (ETR)

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(TYP, UON)

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ANTENNA

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FI-2

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FI-6

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SEE SHEET 2E2.0 FOR POINTS OF WIRING TERMINATION

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CT CABINET

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METER

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GENSET E-STOP

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"MCCB-SE"

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DISCONNECT "DS-SE"

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PANEL "PP1"

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PANEL "MDP"

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ATS

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LOAD BANK REMOTE CONTROL PANEL

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"LC" SITE LGT CONTROL

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CONSTRUCTION NOTES

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1. SERVICE-ENTRANCE CONDUITS FOR COMBO BUILDING. SEE PANEL "LV" SCHEDULE FOR SIZE, TYPE, AND FILL. SERVICE-ENTRANCE CONDUITS FOR COMBO BUILDING. SEE PANEL "LV" SCHEDULE FOR SIZE, TYPE, AND FILL. 2. (2) - 1" CONDUITS UNDER GROUND TO UTILITY ROOM. TERMINATE (1) AT PANEL "LV" AND (1) AT COMMUNICATION (2) - 1" CONDUITS UNDER GROUND TO UTILITY ROOM. TERMINATE (1) AT PANEL "LV" AND (1) AT COMMUNICATION BACK BOARD FOR FUTURE POWER AND CONTROLS TO GATE FENCE. 3. (3) 5" UGT CONDUITS FROM POLE/PEDESTALS TO COMBO BUILDING (3) 5" UGT CONDUITS FROM POLE/PEDESTALS TO COMBO BUILDING 4. INSTALL EVCS EQUIPMENT FURNINSHED BY OWNER. CHARGING STATION SHALL COMPLY WITH 2010 ADA STANDARDS FOR INSTALL EVCS EQUIPMENT FURNINSHED BY OWNER. CHARGING STATION SHALL COMPLY WITH 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ASAD) INCLUDING, BUT NOT LIMITED TO SECTIONS 305, 308, AND 304. COORDINATE FINAL LOCATION WITH OWNER. SEE SHEET 2E2.2 FOR ADDITIONAL DETAILS. 5. DATA AND POWER PULL BOXES FOR FUEL STATION. PROVIDE CONDUITS PER TMS FUEL DISPENSING RISER DIAGRAM ON DATA AND POWER PULL BOXES FOR FUEL STATION. PROVIDE CONDUITS PER TMS FUEL DISPENSING RISER DIAGRAM ON FUEL STATION DRAWING 3E3 AND DETAIL H ON PROTOTYPE COMBO BUILDING E12. LOCATE NEAREST EDGE 20' MINIMUM FROM NEAREST EDGE OF DISPENSERS. 6. WIREWAYS ON EXTERIOR OF STRUCTURE, SEE COMBO BUILDING PROTOTYPE PLANS. WIREWAYS ON EXTERIOR OF STRUCTURE, SEE COMBO BUILDING PROTOTYPE PLANS. 7. SITE LIGHTING CIRCUIT TO PANEL "PP1" VIA LC SITE LIGHTING CONTROL AT POWER RACK. SEE SCHEDULES ON DRAWING SITE LIGHTING CIRCUIT TO PANEL "PP1" VIA LC SITE LIGHTING CONTROL AT POWER RACK. SEE SCHEDULES ON DRAWING 2E2.2 FOR CONDUCTORS AND CONDUITS SIZE. 8. ALARM HORN/LIGHT, NOTIFICATION ALARM MOUNTED ON COMBO BUILDING. PROVIDE "EMERGENCY FUEL SHUTOFF" SIGN ALARM HORN/LIGHT, NOTIFICATION ALARM MOUNTED ON COMBO BUILDING. PROVIDE "EMERGENCY FUEL SHUTOFF" SIGN MOUNTED TO BUILDING. 9. PROVIDE CONCRETE PAD ALONG FRONT OF EXISTING ELECTRICAL SERVICE RACK SIMILAR TO DETAIL E ON DRAWING 1E5. PROVIDE CONCRETE PAD ALONG FRONT OF EXISTING ELECTRICAL SERVICE RACK SIMILAR TO DETAIL E ON DRAWING 1E5. PAD SHALL BE THE LENGTH OF THE RACK BY THE WIDTH REQUIRED TO PROVIDE 3' OF CLEARANCE IN FRONT OF THE DEEPEST PIECE OF EQUIPMENT ON THE RACK. 10. PROVIDE E-STOP ON A BOLLARD SIMILAR TO BOLLARD DETAIL ON FUEL STATION DRAWING 3AS2. E-STOP SHALL BE A PROVIDE E-STOP ON A BOLLARD SIMILAR TO BOLLARD DETAIL ON FUEL STATION DRAWING 3AS2. E-STOP SHALL BE A MINIMUM OF 20' FROM THE NEAREST FUEL DISPENSER AND A MAXIMUM OF 100' FROM THE FARTHEST FUEL DISPENSER. CONCEAL CONDUIT WITHIN BOLLARD PRIOR TO CONCRETE PLACEMENT. FACE OF E-STOP SHALL BE A MAXIMUM OF 18" FROM THE FACE OF PAVEMENT. TOP OF E-STOP SHALL BE A MAXIMUM OF 44" ABOVE THE TOP OF PAVEMENT. PAINT BOLLARD TO MATCH PLASTIC COVERS ON FUEL STATION BOLLARDS. PROVIDE "EMERGENCY FUEL SHUTOFF" LABEL ON BOLLARD. 11. RELOCATE EXISTING ANTENNA TO BUILDING, SHOWN ON SHEET E4 AND AS DETAILED ON SHEET E8. COORDINATE WITH RELOCATE EXISTING ANTENNA TO BUILDING, SHOWN ON SHEET E4 AND AS DETAILED ON SHEET E8. COORDINATE WITH OWNER FOR CHANGEOVER TIMING. DO NOT REMOVE EXISTING ANTENNA UNTIL NEW SERVICE TO THE ANTENNA IS SET UP AT COMBO BUILDING TO ENSURE THAT DOWNTIME IS MINIMIZED. 12. CONNECT #6 BCSD GEC USED TO BOND PROPANE GAS SERVICE ENTRANCE TO GROUNDING COUNTERPOISE. SEE DETAIL CONNECT #6 BCSD GEC USED TO BOND PROPANE GAS SERVICE ENTRANCE TO GROUNDING COUNTERPOISE. SEE DETAIL ON SHEET M5.

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UNDERGROUND PULL BOX SCHEDULE

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PULL BOX ID

AutoCAD SHX Text

DIMENSIONS

AutoCAD SHX Text

CONSTRUCTION RATING

AutoCAD SHX Text

COVER LABEL

AutoCAD SHX Text

PBE1

AutoCAD SHX Text 24" X 36" X 24" D

AutoCAD SHX Text

AASHTO H20

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

PBE2

AutoCAD SHX Text 12" X 18" X 24" D

AutoCAD SHX Text

AASHTO H20

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

PBE3

AutoCAD SHX Text 12" X 18" X 24" D

AutoCAD SHX Text

AASHTO H20

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

PBE4

AutoCAD SHX Text 12" X 18" X 24" D

AutoCAD SHX Text

AASHTO H20

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

PBT1

AutoCAD SHX Text 24" X 36" X 24" D

AutoCAD SHX Text

AASHTO H20

AutoCAD SHX Text

TELECOM

AutoCAD SHX Text

PBE AHQ

AutoCAD SHX Text

SEE SHEET E11

AutoCAD SHX Text

SEE SHEET E11

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

PBT AHQ

AutoCAD SHX Text

SEE SHEET E11

AutoCAD SHX Text

SEE SHEET E11

AutoCAD SHX Text

TELECOM

AutoCAD SHX Text

NOTE: SEE DETAIL A ON DRAWING 2E2.1

AutoCAD SHX Text

XX

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text 0'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text AFTER RELOCATION, CONTRACTOR TO DEMOLISH POLE AND ASSOCIATED FOUNDATION, WHERE EXTANT.

AutoCAD SHX Text

ANTENNA TO BE RELOCATED

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 30'

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text 0'

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'