Plans WTP and PS Generators_Bid Issue 5-20-2026.pdf

PDF 5 MB Posted May 29, 2026

Attached to: City of Galax, VA is seeking bids from qualified suppliers of Water Treatment and Pump Station Generators.
Solicitation number: IFB-120882
Issued by: Carroll County, Virginia

About this file

Written by GovTribe AI · Jun 1, 2026

This is a bid issue set of construction plans prepared by CHA Consulting, Inc., for the City of Galax, Virginia, depicting water treatment plant and pump station generator installations at three locations: the Water Treatment Plant at 250 Fair Street, the City View Pump Station at 102 City View Street, and the East Galax Pump Station at 74 Day Street. The project involves the design and installation of generators, fuel tanks, concrete pads, and associated appurtenances at each facility to provide backup power for critical water infrastructure. The plans are dated January 26, 2026, and represent the bid issue version released for contractor qualification and proposal development. Bids are to be submitted via email to eanderson@chasolutions.com or in person to Doug Williams at the City's Administrative Office, 111 East Grayson Street, Galax, Virginia 24333, with a submission deadline of June 2, 2026, at 2:00 p.m. local time. The contract documents indicate that contractors will be responsible for generator procurement, fuel tank installation, concrete pad construction, and all associated components, with generator shop drawings requiring engineer approval prior to construction commencing.

The plans establish that contractors must comply with all applicable Virginia state regulations, obtain necessary permits from governing jurisdictions, provide evidence of a Responsible Land Disturber Certificate, and schedule preconstruction conferences with both government agencies and the City at least three business days prior to work commencement. Key requirements include adherence to the Virginia Erosion and Sediment Control Handbook, Virginia Damage Prevention Act compliance, field verification of all utilities, and provision of complete as-built documentation before substantial completion. The design documents specify typical generator pad details with six-inch concrete slabs reinforced with #5 rebar at 12-inch spacing on compacted structural fill, though final pad dimensions are to be confirmed through contractor shop drawing submissions. No pricing, funding sources, or incumbent contractors are identified in the available planning documents, and no set-aside or disadvantaged business enterprise designations are referenced, indicating the procurement is open to all qualified vendors.

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File	Type	Posted
Addendum 1.pdf	PDF	May 29, 2026
Project Manual Generators - Bid Issue 5-20-2026.pdf	PDF	May 29, 2026

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WATER TREATMENT PLANT:

250 FAIR STREET

EAST GALAX PUMP STATION:

74 DAY STREET

CITY VIEW PUMP STATION:

102 CITY VIEW STREET

E. STUART DRIVE

GLE

NDALE

ROAD

MILL CREEK

FRIES ROAD

AIN STREET

EADO

STREET

Checked By:

Drawing No.:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION.

Issue Date:

Project No.: Scale:

No. By DateSubmittal / Revision

077379

CITY OF GALAX

VIRGINIA

WATER TREATMENT PLANT

AND PUMP STATION

GENERATORS

App'd.

01/26/26

Fi le

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1 BID ISSUE ETA CDH 01/26/26

ETA

540.552.5548 . www.chasolutions.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

G-001

COVER SHEET

CDHREG

AS SHOWN

WATER TREATMENT PLANT AND PUMP STATION GENERATORS

PREPARED BY:PREPARED FOR:

CITY OF GALAX

111 EAST GRAYSON STREET,

GALAX, VA 24333

276-236-2131

CITY OF GALAX, VIRGINIA

540.552.5548 . www.chasolutions.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

VICINITY MAP

NO SCALE

LOCATION MAP

1" = 2000'

BID ISSUE

01/26/2026

Checked By:

Drawing No.:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION.

Issue Date:

Project No.: Scale:

No. By DateSubmittal / Revision

077379

CITY OF GALAX

VIRGINIA

WATER TREATMENT PLANT

AND PUMP STATION

GENERATORS

App'd.

01/26/26

Fi le

Y\ K6

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1 BID ISSUE ETA CDH 01/26/26

ETA

540.552.5548 . www.chasolutions.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

G-002

GENERAL NOTES

AND SHEET

INDEX

CDHCDH

AS SHOWN

GENERAL NOTES:

1. THE "OWNER" IS THE CITY OF GALAX. THE TERMS "OWNER" AND “CITY" ARE USED INTERCHANGEABLY IN THE CONTRACT DOCUMENTS. THE ENGINEER IS CHA CONSULTING, INC.

ENGINEER OF RECORD, ERIC ANDERSON, CAN BE REACHED AT EANDERSON@CHASOLUTIONS.COM.

2. THE WORK SHALL COMPLY WITH ALL GOVERNING JURISDICTION STANDARDS AND REQUIREMENTS (I.E., VDH, VDEQ, VDOT, VDCR, ETC.)

3. OBTAIN ALL APPLICABLE PERMITS FROM THE GOVERNING JURISDICTIONS PRIOR TO ANY CONSTRUCTION ACTIVITY. KEEP A COPY OF ALL APPLICABLE PERMITS ON SITE AT ALL TIMES.

4.PROVIDE A COPY OF THE CONTRACTOR’S RESPONSIBLE LAND DISTURBER CERTIFICATE TO THE OWNER PRIOR TO ANY CONSTRUCTION ACTIVITY.

5. SCHEDULE ALL PRECONSTRUCTION CONFERENCES REQUIRED BY ALL GOVERNING JURISDICTIONS AT LEAST THREE (3) BUSINESS DAYS PRIOR TO ANY CONSTRUCTION.

6. SCHEDULE A SEPARATE PRECONSTRUCTION CONFERENCE WITH THE OWNER AT LEAST THREE (3) BUSINESS DAYS PRIOR TO ANY CONSTRUCTION.

7. THE APPROVED CONSTRUCTION PLANS MUST BE ACCESSIBLE AT THE SITE AT ALL TIMES.

8. ALL EXCAVATION SHALL BE CONDUCTED IN STRICT ACCORDANCE WITH THE VIRGINIA DAMAGE PREVENTION ACT. OBTAIN ALL NECESSARY UTILITY LOCATION TICKETS PRIOR TO

CONSTRUCTION. REFER TO VA811.COM.

9. FIELD SURVEY THE ELEVATIONS OF ALL MARKED EXISTING UTILITIES THAT MAY CONFLICT WITH THE PROPOSED WORK. NOTIFY THE OWNER OF ANY DISCREPANCIES IMMEDIATELY. FIELD

CHANGES TO THE PROPOSED WORK MUST BE APPROVED BY THE OWNER IN ADVANCE.

10. PROVIDE ALL NECESSARY CONSTRUCTION STAKE-OUT PRIOR TO EXCAVATION. PROTECT ALL PARCEL BOUNDARY SURVEY PINS. DISTURBED SURVEY PINS MUST BE RE-ESTABLISHED BY

A LICENSED SURVEYOR LICENSED IN THE COMMONWEALTH OF VIRGINIA.

11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SAFETY AND FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY CODES, LAWS, REGULATIONS, AND ORDINANCES, INCLUDING, BUT NOT LIMITED TO, ALL APPLICABLE OCCUPATIONAL HEALTH AND SAFETY ASSOCIATION (OSHA) REGULATIONS.

12. INSTALL AND MAINTAIN ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED SEDIMENT AND EROSION CONTROL PLAN FOR THE DURATION OF THE WORK. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL COMPLY WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.

13. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING ALL CONSTRUCTION VEHICLES AND EQUIPMENT PRIOR TO ENTERING PUBLIC ROADS. ALL PUBLIC ROADS MUST BE

KEPT IN A CLEAN, MUD AND DUST-FREE CONDITION AT ALL TIMES.

14. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT.

15. RESTORE ALL AREAS DISTURBED BY CONSTRUCTION, INCLUDING ACCESS ROADS, DITCHES, DRAINAGE STRUCTURES, PRIVATE ENTRANCE CULVERTS, MAILBOXES, AND OTHER EXISTING

FEATURES, TO ORIGINAL OR BETTER CONDITION AS APPROVED BY THE OWNER.

16. ALL UTILITIES AND APPURTENANCES SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, STANDARDS, ORDINANCES, AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO, THE VIRGINIA WATERWORKS REGULATIONS AND THE VIRGINIA SEWAGE COLLECTION AND TREATMENT REGULATIONS.

17. MAINTAIN ACCESS TO ALL IN-SERVICE FIRE HYDRANTS DURING CONSTRUCTION. MAINTAIN ACCESS TO ALL STREETS AND DRIVEWAYS FOR EMERGENCY VEHICLES, SCHOOL BUSES, SOLID

WASTE DISPOSAL VEHICLES, U.S. MAIL DELIVERIES, ETC.

18. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH COMPLETE, CORRECT RECORD DRAWINGS (AS-BUILT PLANS) BEFORE SUBSTANTIAL COMPLETION WILL BE GRANTED.

SURVEY:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STAKING AND LAYOUT OF ALL PROPOSED WORK.

2. HORIZONTAL DATUM IS VIRGINIA STATE PLAN COORDINATE SYSTEM SOUTH ZONE NAD 83. VERTICAL DATUM IS NAVD 88.

3. THE TOPOGRAPHIC AND UTILITY SURVEY DATA SHOW HEREON WAS OBTAINED FROM BYER, BENNET, AND ASSOCIATES, P.L.C., AND HAS BEEN SUBJECTED TO CHA'S QUALITY ASSURANCE REQUIREMENTS, AND IS ACCEPTED BY CHA AS COMPLIANT WITH THE PROFESSIONAL STANDARDS REQUIRED FOR LICENSED LAND SURVEYORS REGISTERED AND PRACTICING IN VIRGINIA. THE TOPOGRAPHIC AND ELEVATION DATA ARE NOT CERTIFIED AS CORRECT AND/OR ACCURATE BY CHA BUT HAVE BEEN REVIEWED BY CHA AND APPROVED FOR USE FOR

THE INTENDED PURPOSE.

4. THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXECUTING ANY WORK OR EXCAVATION.

5. SUBSURFACE UTILITY ENGINEERING LEVEL D, OR SUE LEVEL D AS NOTED ON THE PLANS, DESIGNATES SURVEY ITEMS FROM EXISTING UTILITY RECORDS OR VERBAL RECOLLECTIONS THAT ARE TYPICALLY UNRELIABLE. CONTRACTOR SHALL FIELD LOCATE AND FIELD VERIFY THESE ITEMS BEFORE EXCAVATION.

APCO

#974-7525

WATER TREATMENT PLANT

CONTROL BUILDING

FFE = 2351.78'

GATE

APCO

#974-7517

APCO

#974-D3-711

NCRETE W

ALL

1' W

IDE

VARIABLE H

EIG

H T

INVERT OUT 24" CIP =

2342.16'

INVERT IN NOT FOUND

RAW WATER INTAKE LINE

(NOT SURVEYED, MAPPED

FROM DEWBERRY NEALON

& DAVIS PROJECT #30465,

SHEET 3 , DATED

12-17-79)

6" PVC

INVERT OUT = 2345.35'

INVERT IN NOT FOUND

36" ROUND GAS TANK

CONCRETE DAM

RAW

CITY OF GALAX

DB 126, PG 356

DB 52, PG 299

TAX MAP ID #73-31

BRICK SANITARY SEWER MH = 4' DIAMETER

RIM ELEVATION = 2349.25'

INVERT OUT 12" TERRACOTTA N = 2339.24'

INVERT IN 12" CIP SE = 2340.19''

INVERT IN 6" PVC S = 2345.77''

INVERT IN 4" PVC SW = 2343.71'

INVERT IN 8" PVC SW = 2339.31'

CONC.

14" FW

TWIN COUNTY

CONCRETE INC.

DB 502, PG 342

TAX MAP ID

#65-44-47, 62

15' MIN.

PROPOSED

GENERATOR

PAD

PROPOSED

ELECTRICAL BUILDING

(NOT IN CONTRACT)

CONSTRUCTION ENTRANCE BY

OTHERS (NOT IN CONTRACT)

PLATFORM MATERIALS AND

EXTENT AS REQUIRED BY

SPECIFICATION. CONCRETE

SUPPORTS AS REQUIRED BY

CONTRACTOR AND APPROVED BY

ENGINEER IN SHOP SUBMITTAL

Checked By:

Drawing No.:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION.

Issue Date:

Project No.: Scale:

No. By DateSubmittal / Revision

077379

CITY OF GALAX

VIRGINIA

WATER TREATMENT PLANT

AND PUMP STATION

GENERATORS

App'd.

01/26/26

Fi le

Y\ K6

N \D

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G Sa ve d:

:1 3:

M P lo tt ed

C ur re nt

U se r:

H ar ri s, C yn th ia L as tS av ed

1 BID ISSUE ETA CDH 01/26/26

ETA

540.552.5548 . www.chasolutions.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

EG-051

WTP SITE PLAN

CDHREG

AS SHOWN

GENERAL NOTES:

A. THE CONTRACTOR IS RESPONSIBLE

FOR GENERATOR, FUEL TANK, PAD,

AND ASSOCIATED APPURTENANCES.

B. DIMENSIONS OF GENERATOR PAD

SHOWN ARE APPROXIMATE. PRIOR

TO CONSTRUCTION, THE

CONTRACTOR SHALL SUBMIT A

GENERATOR SHOP DRAWING FOR

APPROVAL. ONCE APPROVED, THE

ENGINEER SHALL VERIFY THE PAD

DIMENSIONS.

CITY VIEW STREET

(30' R/W)

O D

D R.

(N O

(3 0'

R .O

CITY VIEW #1

CONCRETE WATER TANK

200,000 GAL

ELECTRICAL

BUILDING W

O O

D FRAM

SHED W

/DECK

OLD WATER

RESERVOIR

CITY OF GALAX

TAX MAP ID #62-45

DB 60, PG 384 62-65

102 CITY VIEW STREET

106 CITY VIEW STREET

PUMPSTATIONFFE:2600.40'

12" CMP

CITY VIEW #2

STEEL WATER TANK

300,000 GAL

INV. OUT

= 2621.48'

INV. IN =

2632.51'

INV. IN =

2619.10'

INV. OUT

= 2617.91'

+/- 115' TO INTERSECTION

OF WAUGH DRIVE &

CITY VIEW STREET

SAMUEL E. & JANE L. PATTON

TAX MAP ID# 63-1, 11, 12 (N/F)

DB 402, PG 918

114 WAUGH DRIVE

GAIL D. DUTCHESS

TAX MAP ID #62-44

100 CITY VIEW STREET

EX. 10" WATERLINE

EX. 8"

EX. 8" (ABANDONED IN PLACE)

LOW PRESSURE ZONE LINE

HIGH PRESSURE ZONE LINE

ALTITUDE VALVE VAULT

TOW.

EX. 10"

WATERLINE

EX. 8"

WATERLINE

EX. 6" PS

SUCTION

PROPOSED

GENERATOR PAD

CONSTRUCTION ENTRANCE BY

OTHERS (NOT IN CONTRACT)

ACCESS PLATFORM MATERIALS AND EXTENT AS

REQUIRED BY SPECIFICATION. CONCRETE

SUPPORTS AS REQUIRED BY CONTRACTOR AND

APPROVED BY ENGINEER IN SHOP SUBMITTAL.

PLATFORM

Checked By:

Drawing No.:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION.

Issue Date:

Project No.: Scale:

No. By DateSubmittal / Revision

077379

CITY OF GALAX

VIRGINIA

WATER TREATMENT PLANT

AND PUMP STATION

GENERATORS

App'd.

01/26/26

Fi le

Y\ K6

N \D

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G Sa ve d:

:3 7:

M P lo tt ed

C ur re nt

U se r:

H ar ri s, C yn th ia L as tS av ed

1 BID ISSUE ETA CDH 01/26/26

ETA

540.552.5548 . www.chasolutions.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

EG-052

CITY VIEW SITE

PLAN

CDHREG

AS SHOWN

GENERAL NOTES:

A. THE CONTRACTOR IS RESPONSIBLE

FOR GENERATOR, FUEL TANK, PAD,

AND ASSOCIATED APPURTENANCES.

B. DIMENSIONS OF GENERATOR PAD

SHOWN ARE APPROXIMATE. PRIOR

TO CONSTRUCTION, THE

CONTRACTOR SHALL SUBMIT A

GENERATOR SHOP DRAWING FOR

APPROVAL. ONCE APPROVED, THE

ENGINEER SHALL VERIFY THE PAD

DIMENSIONS.

EXISTING BLDG. GARAGE

AEPCO PP

#950-516

APCO PP

#950-512

APCO PP

#950-514

APCO PP

#950-521

DAY STREET

NCRETE V DITCH

GRAVEL

EAST GALAX PUMP

STATION

FFE:2386.14'

ENTRANCE THRESHOLD

FF ELEV: 2385.90

CONCRETE SANITARY SEWER MH = 4' DIAMETER

RIM ELEVATION= 2379.65'

INVERT IN 8" PVC NE = 2374.64'

INVERT OUT 8" PVC SW = 2374.24'

42" CPP

INVERT OUT = 2374.36'

(INVERT IN NOT FOUND)

24" RCP

INVERT OUT = 2408.51'

(INVERT IN NOT FOUND)

WILLIAMS PROPERTIES

LIMITED PARTNERSHIP

TAX MAP ID# 46-158, 159

DB 420, PG 664

509 E. STUART DRIVE

CITY OF GALAX

TAX MAP ID# 46-160

74 DAY STREET

CHARLES L. COX

TAX MAP ID# 36-84

DB 867, PG 121

519-523 E. STUART DRIVE

JOYCE ANN HONAKER ESTATE

TAX MAP ID# 46-161

DB 319, PG 659

67 DAY STREET

EAST STUART DRIVE

RIGHT-OF-WAY

CONCRETE SANITARY SEWER MH = 4.6' DIAMETER

RIM ELEVATION = 2376.57'

INVERT IN 8" PVC N = 2373.40'

INVERT IN 8" PVC NE = 2373.68'

INVERT OUT 12" PVC SE= 2367.87'

" W

N (G

EX. 8" VALVE

D BYPASS

IS)

" W

EX. 2" WATER MAIN

SUCTION

DISCHARGE

2385PROPOSED GENERATOR PAD

PLATFORM MATERIALS AND EXTENT

AS REQUIRED BY SPECIFICATION.

CONCRETE SUPPORTS AS REQUIRED

BY CONTRACTOR AND APPROVED BY

ENGINEER IN SHOP SUBMITTAL

ACCESS PLATFORM

Checked By:

Drawing No.:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION.

Issue Date:

Project No.: Scale:

No. By DateSubmittal / Revision

077379

CITY OF GALAX

VIRGINIA

WATER TREATMENT PLANT

AND PUMP STATION

GENERATORS

App'd.

01/26/26

Fi le

Y\ K6

N \D

_S H

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G Sa ve d:

:1 9:

M P lo tt ed

C ur re nt

U se r:

H ar ri s, C yn th ia L as tS av ed

1 BID ISSUE ETA CDH 01/26/26

ETA

540.552.5548 . www.chasolutions.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

EG-053

EAST GALAX

SITE PLAN

CDHREG

AS SHOWN

GENERAL NOTES:

A. THE CONTRACTOR IS RESPONSIBLE FOR

GENERATOR, FUEL TANK, PAD, AND

ASSOCIATED APPURTENANCES.

B. DIMENSIONS OF GENERATOR PAD SHOWN ARE

APPROXIMATE. PRIOR TO CONSTRUCTION,

THE CONTRACTOR SHALL SUBMIT A

GENERATOR SHOP DRAWING FOR APPROVAL.

ONCE APPROVED, THE ENGINEER SHALL

VERIFY THE PAD DIMENSIONS.

SHEET KEYNOTES:

1. PROVIDE UTILITY POLE SUPPORT AS

NECESSARY.

COORD W/ EQUIPMENT

VARIES

MIN LIMITS OF COMPACTED

STRUCTURAL FILL. 12" MIN UNO

1' - 0" COMPACTED STRUCTURAL FILL

APPROVED SUBGRADE COORDINATE SHAPE TO

ACCOMODATE GENERATOR

PLATFORM AND ACCESS STAIR.

(2) #5

3/4" CHAMFER

0' - 6" CLR OF EQUIPMENT (UNO)

EQUIPMENT

6" SLAB ON GRADE

W/ #5 @ 12" EW

GRADE

0" 0'

F O

R G

R P

Checked By:

Drawing No.:

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION.

Issue Date:

Project No.: Scale:

No. By DateSubmittal / Revision

077379

CITY OF GALAX

VIRGINIA

WATER TREATMENT PLANT

AND PUMP STATION

GENERATORS

App'd.

01/26/26

Fi le

Y\ K6

N \D

_S H

O R

-5

.D W

G Sa ve d:

P lo tt ed

C ur re nt

U se r:

H ar ri s, C yn th ia L as tS av ed

1 BID ISSUE ETA CDH 01/26/26

ETA

540.552.5548 . www.chasolutions.com Blacksburg, VA 24060-5548

1341 Research Center Drive, Suite 2100

REG/JLL CDH

S-501

DETAILS

NOT TO SCALE

TYPICAL GENERATOR PAD DETAIL1

COORD W/ EQUIPMENT

VARIES

MIN LIMITS OF COMPACTED

STRUCTURAL FILL. 12" MIN UNO

1' - 0" COMPACTED STRUCTURAL FILL

APPROVED SUBGRADE COORDINATE SHAPE TO

ACCOMODATE GENERATOR

PLATFORM AND ACCESS STAIR.

(2) #5

3/4" CHAMFER

0' - 6" CLR OF EQUIPMENT (UNO)

EQUIPMENT

6" SLAB ON GRADE

W/ #5 @ 12" EW

GRADE

6" 0'

F O

R G

R P

VDOT NO. 57 STONE

3/4

1' - 0" 1' - 0"

NATIVE SUBGRADE

Sheets and Views

G-001 COVER SHEET

G-002 GENERAL NOTES AND SHEET INDEX

EG-051 WTP SITE PLAN

EG-052 CITY VIEW SITE PLAN

EG-053 EAST GALAX SITE PLAN

S-501 DETAILS

File details come from the government source that posted it. Updated Jun 1, 2026.