S06_36C78626B0005 0005.pdf

5. PROJECT NUMBER (if applicable)

CODE7. ADMINISTERED BY

2. AMENDMENT/MODIFICATION NUMBER

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NUMBER3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED

PAGE OF PAGES

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED

BPA NO. 1. CONTRACT ID CODE

FACILITY CODECODE

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

E. IMPORTANT:

is extended,

(a) By completing Items 8 and 15, and returning __________ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV. 11/2016)

is required to sign this document and return ___________ copies to the issuing office.is not, A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.

15C. DATE SIGNED

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER

Contractor

16C. DATE SIGNED

14. DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED STATES OF AMERICA

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER 16A. NAME AND TITLE OF CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30 PREVIOUS EDITION NOT USABLE

Prescribed by GSA - FAR (48 CFR) 53.243

(Type or print) (Type or print)

(Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(Number, street, county, State and ZIP Code)

(If other than Item 6)

(Specify type of modification and authority)

(such as changes in paying office, appropriation date, etc.)

(If required)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

CHECK

ONE

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

(Signature of person authorized to sign) (Signature of Contracting Officer)

1 2

0005 09-16-2026 Funds Assurance 909CM3030

909CM3030

36C786

Department of Veterans Affairs National Cemetery Administration Contracting Services 18434 Joplin Road Triangle VA 22172

36C786

Department of Veterans Affairs National Cemetery Administration Contracting Services 18434 Joplin Road Triangle VA 22172

To all Offerors/Bidders

36C78626B0005

X

X X

X 1

This amendment to solicitation number 36C78626B0005 for Project 909CM3030 Cemetery Expansion and Site Improvements at Fort Custer National Cemetery

The purpose of this amendment is to:

A. Provide Answers to RFIs and provide updated drawings.

Shane Hilts Contracting Officer

Amendment #05

Date of Issue: 09.25.2026

Project: Fort Custer National Cemetery Gravesite Expansion Project Location: Augusta, Michigan VA

Project #: 909CM3030

The following changes have been made to the project documents as part of this revision. See attached revised drawings for additional information:

Revised Drawings:

C-ES100 Overall Electrical Site Plan S-ES101 Electrical Site Plan Maintenance Yard S-E-501 Electrical Power One-Line Diagrams S-E-502 Electrical Schedules S-E-601 Electrical Details

LI100 Irrigation Cover Sheet LI600 Irrigation Wells General Notes and Legend LI601 Irrigation Well Locations and Distribution Mainline LI700 Irrigation Well Pump CW01 Details LI701 Irrigation Well Pump CW02 Details LI702 Irrigation Well Pump #3 Details LI703 Irrigation Well Section 15 Irrigation Pump Station LI704 New Irrigation Well Pump Station

Additional RFIs and Responses

38 General Amendment References Page 3 of the amendment appears to indicate that the incorporated changes are associated with "Addendum No. 03."

-Were Addendum Nos. 01 and 02 issued previously?

-If so, are those addenda applicable to this project?

-If they are applicable, should they be included as part of the bidding documents?

All are posted on sam.gov.

39 Electrical Duplicate Drawing Sheet Number S-E-501 The amendment contains two drawing sheets identified as S-E-501, both bearing the title "Electrical Power One-Line Diagrams."

-The sheets contain distinctly different design information.

-Which version is intended to govern?

-If both are required, please clarify their intended sequence and application.

See reissued Drawing S-E-501 issued and noted as Amendment 5, dated

9.25.2026 governs for all changes since IFB documents dated 1.30.2026.

40 Electrical Missing Referenced Detail An enlarged callout for 1/S-E-601 has been added to Sheet S-ES101.

-However, the referenced detail does not appear to be included on Sheet S-E-601.

-Please clarify whether a revised or additional drawing sheet is missing from the amendment package.

This callout should be referencing detail C6 (generator pad and dimensions) on S- E-601. See reissued S-ES101 (Amendment 5, dated 9.25.2026)

41 Electrical Revision Tracking on Sheet S-E-501 The revision block on Sheet S-E-501 references both "Generator Addendum 7-24-2026" and "Amendment 01."

-Keyed Note #15 appears to have been added under Amendment No. 2 and is specifically clouded.

-Keyed Notes #7 through #14 also appear to be new additions but are not clouded or otherwise identified as revisions.

-As currently presented, it could reasonably be interpreted that only the addition of Note #15 constitutes a change.

See reissued Drawing S-E-501 issued and noted as Amendment 5, dated

9.25.2026 governs for all changes since IFB documents dated 1.30.2026.

42 Electrical Inconsistent Revision Blocks Throughout the drawing package, revision blocks reference various combinations of "Amendment 01" and "Generator Addendum," while some drawings contain no revision references at all.

-Please clarify the relationship between the amendments and addenda.

-Additionally, please confirm how revisions are intended to be identified and tracked throughout the drawing set.

Reissued drawings marked Amendment 5, dated 9.25.2026 governs for all changes since IFB documents dated 1.30.2026.

43 Irrigation Volume 03 Drawing Revisions It appears that the original 15 sheets in Volume 03 were replaced in their entirety, and seven additional sheets were added.

-While the drawing index reflects the addition of new sheets, there is no indication of what revisions were made to the original 15 sheets.

-Additionally, several newly added sheet numbers do not appear to correspond with the updated drawing index provided.

-Sheet LI100 does not match the drawing index designation as the Volume 03 cover sheet.

-This discrepancy was only identified because the revised cover sheet was not listed among the changes noted on Page 3 of the amendment.

Reissued Volume 3 of 3 drawings marked Amendment 5, dated 9.25.2026 governs for all changes since IFB documents dated 1.30.2026.

Revised and added sheets include sheet

no. 1 and 16 - 22 as clouded on the cover sheet LI100. See revised drawings:

• LI100 Irrigation Cover Sheet

• LI600 Irrigation Wells General Notes and Legend

• LI601 Irrigation Well Locations and

Distribution Mainline

• LI700 Irrigation Well Pump CW01

Details

• LI701 Irrigation Well Pump CW02

Details

• LI702 Irrigation Well Pump #3 Details

• LI703 Irrigation Well Section 15

Irrigation Pump Station

• LI704 New Irrigation Well Pump

Station

44 Irrigation I have many questions on amendment #3 Wells. The specs (diagrams) on each sheet appears to be the same drawing on every sheet even though each well produces very different GPM’s. The details show 3” intake and 3” discharge pipes with 2 of the wells claiming to produce 450 to 500 GPMs, need larger pipe diameters for that flow. Also, are all the existing well casings 8”? One spec is calling for a 75HP pump ,generally need a 12” to 14” well casing for the size pump, is the pump size correct? Are the new “Skid packages” to be enclosed? These are just a few questions that stand out.

Also the attached photos appear to be of the same 2 wells on all the pages.

Can a walk thru onsite be scheduled to view each well location and review the required demolition? Wells were not discussed at the earlier walk thru.

See RFI 43 response

C-ES101

S-ES101

T

M

W

W. DICKMAN RD

W

W

W

W

BATTLE CREEK BLVD

BATTLE CREEK BLVD

FORT CUSTER DR

CHIPPEWA WAY

CHIPPEWA WAY

FORT CUSTER DR

RIVER ROAD

JAMES B EADS RD

JAMES B EADS RD

FORT CUSTER DR

(E)(E)

(E) (E)

(E) (E)

HANDHOLE

HANDHOLE

HANDHOLE

HANDHOLE

HANDHOLE

HANDHOLE

HANDHOLE

HANDHOLE

HANDHOLE

HANDHOLE

HANDHOLE

HANDHOLE

S-E-601 C1

A

A

A

B

(TYP.)

NEW UTILITY POLE

75HP WELL PUMP; 480V, 3PH

200AS/175AF SERVICE DISCONNECT SWITCH

MOUNTED TO UTILITY POLE

UTILITY METER

NEW OVERHEAD ELECTRICAL SERVICE WIRING

BY UTILITY COMPANY

NEW POLE MOUNTED

TRANSFORMERS BY UTILITY

COMPANY

EXISTING UTILITY POLE

EXISTING OVERHEAD ELECTRICAL

C

EXISTING UTILITY POLE,

METERING CABINET, AND

PRIMARY SWITCH TO REMAIN

S-E-601 C1

EXISTING PAD MOUNTED TRANSFORMER

A

EXISTING COMMITTAL

SHELTER "A"

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Drawing Number

Drawn

Revisions:

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

PRIME Project Number

Building Number

CONSULTANTS

Date:

PROJECT

IMPROVEMENTS-DESIGN

FORT CUSTER CEMETERY

15501 DICKMAN ROAD, AUGUSTA, MI 49012

THE OFFICE OF DESIGN AND CONSTRUCTION SERVICES,

NATIONAL CEMETERY ADMINISTRATION

0 200 400 600

Amendment 1 09-17-2026

ISSUED FOR BID 01-30-2026

N/A

EM HS30 JANUARY 2026

C-ES100

OVERALL ELECTRICAL SITE PLAN

GENERAL NOTES

KEYED NOTES

1" = 200'

ELECTRICAL OVERALL SITE PLAN

F1

A DISCONNECT EXISTING WELL PUMP FOR REMOVAL. RECONNECT

EXISTING POWER WIRING TO NEW WELL PUMP. REFER TO IRRIGATION

DRAWINGS FOR MORE INFORMATION.

B REFER TO C5-S-E601 FOR HANDHOLE DETAIL

C MINI POWER CENTER; 15KVA 3-PHASE, 480-120/208V WITH 18 CIRCUIT

SPACES IN NEMA 3R ENCLOSURE. PROVIDE WITH (18)-20A/1P CIRCUIT

BREAKERS. EATON #P48G28T1518 OR EQUAL. LOCATE WITHIN

EXISTING COMMIITTAL SHELTER A STORAGE SPACE.

1. REFER TO ELECTRICAL POWER ONELINE DIAGRAMS ON S-E-501

FOR MORE INFORMATION.

2. NEW UTILITY POLE, OVERHEAD SERVICE WIRING, AND POLE

MOUNTED TRANSFORMERS SERVING WELL PUMP TO BE

PROVIDED BY CONSUMERS ENERGY. COORDINATE WITH UTILITY

COMPANY FOR CONNECTION AND METERING REQUIREMENTS.

1. Amendment 5 9.25.2026

JAMES B EADS RD

(E)PUMP HOUSE

(X)SHED

UNDERGROUND CONDUITS AND

FEEDERS POWERING THE

CHEMICAL STORAGE AND SHED

SHALL BE DEMOLISHED BACK TO

SOURCE OF ORIGIN

(E)BUILDING TRANSFORMER XFMR-3

(E)MAINTENANCE BUILDING

(E)STORAGE

(E)SHED

(E)FUELING STATION

(E)3W01

(E)3001-MDP

(E)3001-PA

X

UNDERGROUND CONDUITS AND

FEEDERS POWERING THE PUMP

HOUSE SHALL BE DEMOLISHED BACK

TO SOURCE OF ORIGIN UNDERGROUND CONDUITS AND

FEEDERS POWERING THE

MAINTENACNE BUILDING SHALL

BE DEMOLISHED BACK TO

SOURCE OF ORIGIN

(XR)CHEMICAL

STORAGE

JAMES B EADS RD

(E)PUMP HOUSE

(E)BUILDING TRANSFORMER XFMR-3

TO PANELBOARD

P4S1

RELOCATED CHEMICAL

STORAGE LOCATION

(2) 2#12 & 1#12G - 1"C FOR

CHEMICAL STORAGE POWER

(E)MAINTENANCE BUILDING

(E)STORAGE

(E)SHED

(E)FUELING STATION

S-E-101

600AS/500AF, 3P NEMA 3R

FUSED DISCONNECT SWITCH

HANDHOLE

S-E-601 C1

S-E-601 C1

S-E-601 C7

ATS-A

(E)3W01

(E)3001-MDP

(E)3001-PA

GEN ANNUNCIATOR LOCATION

FROM PANELBOARD P4S1

S-E-601

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Drawing Number

Drawn

Revisions:

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

PRIME Project Number

Building Number

CONSULTANTS

Date:

PROJECT

IMPROVEMENTS-DESIGN

FORT CUSTER CEMETERY

15501 DICKMAN ROAD, AUGUSTA, MI 49012

THE OFFICE OF DESIGN AND CONSTRUCTION SERVICES,

NATIONAL CEMETERY ADMINISTRATION

Amendment 1 09-17-2026

ISSUED FOR BID 01-30-2026

ANB

S-ES101

ELECTRICAL SITE PLAN

NOTES

20' 40'1" = 20' 10'0REF:F1 DEMOLITION ELECTRICAL SITE PLAN PROJECT

NORTH

30 JANUARY, 2026 EAH

20' 40'1" = 20' 10'0REF:F5 ELECTRICAL SITE PLAN

UNDERGROUND ELECTRICAL CONDUIT FROM STORAGE

BUILDING PANEL P4S1 SERVING EXISTING EQUIPMENT WITHIN

PUMP HOUSE. STUB CONDUIT UP OUTSIDE OF PUMP HOUSE

AND RUN CONDUIT OVERHEAD TO EXISTING PUMP HOUSE

DISCONNECT SWITCH. REFER TO 'STORAGE BUILDING

POWER ONELINE DIAGRAM' ON SHEET S-E-501 FOR WIRE AND

CONDUIT SIZING

C6

MAINTENANCE YARD

J

45kVA

250KW/312.5KVA

480/277V, 3PH, 4W

DIESEL

STANDBY

GENERATOR

OUTDOOR SOUND

ATTENUATED

ENCLOSURE

T F

PH

J

GRADE

120V POWER FOR

BATTERY CHARGER

208V POWER FOR

JACKET HEATER

EXTERIORMECH A-108MECH/STOR A-116

MDP

400A, 480/277V, 3-PHASE, 4-WIRE,

50KAIC

(E)

480/277V

45kVA T

F

LP-B

SWBD

400A, 480/277V, 3-PHASE, 4-WIRE, 50KAIC

(E)

480/277V

LP-A

208/120V

(E)(E) (E)

(E)(E)

(E)

MAINTAIN EXISTING UNDERGROUND CONDUIT

TO SWITCHBOARD MDP. REMOVE EXISTING

CONDUCTORS AND REPLACE WITH NEW AS

INDICATED. EXTEND WIRING TO SPLICE BOX

ON SIDE OF TRANSFORMER TO CONNECT TO

LOAD SIDE OF ATS-1

400AS

400AT

J

2#12 - 3/4"C CONTROL

WIRING FROM ATS-1

FOR GENERATOR

START CIRCUIT

EXISTING BUILDING

TRANSFORMER XFMR-1

(E)

PA

208/120V

(E) T

F

(E)

OPERATIONS A-107

PA1

208/120V

60A MCB

PA1-6,8

(20A/2P) PA1-10

J

1 5

(E) (E)

S B

GRADE

NEW COMMITTAL SHELTER

4#6 - 1"C SCHEDULE 409kVA

T F

120/208V

30A MCB

P2CS-3

480/277V

30A MCB

P4CS-3 T

F

(E)

EXISTING PAD MOUNTED

TRANSFORMER XFMR-2.

REFER TO SITE PLAN SHEET

C-ES101 FOR LOCATION

G

3/4"X10'-0" GROUND ROD

GROUND BAR. SEE DETAIL ON S-E-601

#8CU GROUND

STORAGE 105

15kVA T

F

P4S1 480/277V

P2S1 208/120V

150A MCB60A MCB

T

F

(E)

4#1/0 & 1#6G - 2"C

SCHEDULE 40

EXISTING MAINTENANCE

BUILDING

G

3/4"X10'-0" GROUND ROD

GROUND BAR. SEE DETAIL ON S-E-601

#6CU GROUND

EXISTING PAD MOUNTED

TRANSFORMER XFMR-3

T F

3W01

(E)

(E)

(E)

PUMP HOUSE

T F

3001-MDP3001-PA

(E)(E)

(E)

J

300KW/375KVA

480/277V, 3PH, 4W

DIESEL STANDBY

GENERATOR WITH

FUEL FOR 24HR OF

RUN TIME

OUTDOOR SOUND

ATTENUATED

ENCLOSURE

J

GRADE

120V-1P, 20A POWER

FOR BATTERY CHARGER

208V-2P, 20A POWER

FOR JACKET HEATER

J

2#12 - 1"C CONTROL

WIRING FROM ATS-A

FOR GENERATOR

START CIRCUIT

-P A-

,33

-P A-

J

600AF

500AT

(2) SETS OF: 4#250KCMIL & 1#2G - 3"C

SCHEDULE 40

4#500KCMIL & 1#3G - 4"C

SCHEDULE 40

x x x x x x x x x

4#1/0 & 1#6G - 2"C

4#500KCMIL & 1#3G - 4"C

2#10 & 1#8G - 1"C xx x x x x x xxxxxxxxx x x x x

14 5

(2) SETS OF: 4#250KCMIL - 3"C

SCHEDULE 40

(2) SETS OF: 4#250KCMIL & 1#2G - 3"C

x

COMMITTAL SHELTER A

3#1AWG & 1#6G - 2"C

T

F

3/4"X10'-0"

GROUND ROD

GRADE

(E)

NEW UTILITY METER

200AS/175AF SERVICE

DISCONNECT SWITCH,

NEMA 3R

3/4"X10'-0" GROUND ROD3#2/0 & 1#6G - 2"C

NEW OVERHEAD

UTILITY SERVICE

RISER STRAPS

3" RIGID STEEL CONDUIT

WEATHERHEAD

EXISTING OVERHEAD

UTILITY LINE

EXISTING UTILITY POLE

NEW POLE MONTED UTILITY

TRANSFORMERS

75HP, 480V, 3-PHASE

WELL PUMP ENCLOSURE

VFD PROVIDED AS PART

OF PUMP CONTROL SKID NEW UTILITY POLE

THE OFFICE OF DESIGN AND CONSTRUCTION SERVICES,

NATIONAL CEMETERY ADMINISTRATION

PROJECT

IMPROVEMENTS-DESIGN

FORT CUSTER CEMETERY

15501 DICKMAN ROAD, AUGUSTA, MI 49012

1075 BIG SHANTY RD. SUITE 100

KENNESAW, GA 30144

Phone: 770-421-3400

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Drawing Number

Drawn

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

PRIME Project Number

Building Number

CONSULTANTS

F

E

D

C

B

A

97 8654321

6"

6"

6" 6"

F

E

D

C

B

A

97 8654321

KEYED NOTES

GENERAL NOTES

909CM3030

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

S-E-501

DLC30 JANUARY, 2026 DDD

ELECTRICAL POWER ONELINE DIAGRAMS

N.T.S.S-E-501

B3 ADMINISTRATION BUILDING POWER ONELINE DIAGRAM

N.T.S.S-E-501

C3 COMMITTAL SHELTER POWER ONELINE DIAGRAM

1. 600V, 400AF/400AT, 3P, SOLID NEUTRAL, NEMA 3R HEAVY DUTY

FUSED SWITCH. MOUNTED TO NEW UNISTRUT PLATFORM.

2. ATS-1: 400/3PH, 3-POLE, NEMA 3R OUTDOOR RATED AUTOMATIC

TRANSFER SWITCH WITH BYPASS ISOLATION

3. 1"C WITH CABLING PER THE MANUFACTURERS

RECOMMENDATION TO ATS REMOTE ANNUNCIATOR LOCATED

IN MECH A-108.

4. 1"C WITH CABLING PER THE MANUFACTURERS

RECOMMENDATION TO GENERATOR REMOTE ALARM PANEL IN

MECH A-108

5. SERVICE ENTRANCE RATED MAIN DISCONNECT SWITCH

6. DISCONNECT EXISTING GROUND-NEUTRAL BOND WITHIN

MDP.BOND WITHIN NEW SERVICE ENTRANCE DISCONNECT

SWITCH

7. 1"C WITH CABLING PER THE MANUFACTURERS

RECOMMENDATION TO GENERATOR REMOTE ALARM PANEL IN

FOREMAN OFFICE M103 OR AN APPROVED LOCATION SELECTED

BY OWNER.

8. 1"C WITH CABLING PER THE MANUFACTURERS

RECOMMENDATION TO ATS REMOTE ANNUNCIATOR LOCATED

IN FOREMAN OFFICE M103 OR AN APPROVED LOCATION

SELECTED BY OWNER.

9. ATS-A: 500/3PH, 3-POLE, NEMA 3R OUTDOOR RATED AUTOMATIC

TRANSFER SWITCH MOUNTED TO EXTERIOR EXISTING

MAINTENANCE BUILDING.

10. 600V, 400AS/400AF,3P, NEMA 3R HEAVY DUTY FUSED SWITCH

MOUNTED TO EXISTING MAINTAINCE BUILDING.

11. 600V, 200AS/150AT,3P, NEMA 3R HEAVY DUTY FUSED SWITCH

MOUNTED TO EXISTING MAINTAINCE BUILDING.

12. 600V, 600AS/500AF,3P, NEMA 3R HEAVY DUTY FUSED SWITCH

MOUNTED TO EXISTING MAINTAINCE BUILDING.

13. WEATHER PROOF WIREWAY TROUGH MOUNTED TO EXISTING

MAINTANCE BUILDING.

14. REMOVE EXISTING GROUND TO NEUTRAL BOND WITHIN

BUILDING DISCONNECT.

15. 15KVA 480-120-208V MINI-POWER CENTER WITH 40A/3P PRIMARY

DISCONNECT SWITCH. REFER TO DRAWING C-ES100

Revisions: Date:

ISSUED FOR BID 01-30-2026

Amendment 1 09-17-2026

N.T.S.S-E-501

1 MAINTENANCE YARD POWER ONELINE DIAGRAM

N.T.S.S-E-501

2 WELL PUMP ELECTRICAL SERVICE POWER ONELINE

NOTES:

1. BOND AND GROUND TRANSFORMER PER NEC ARTICLE 250.30.

2. CONNECT TRANSFORMER GROUNDING ELECTRODE CONDUCTOR TO NEAREST GROUNDING ELECTRODE (BUILDING

STEEL, GROUND ROD, OR METAL WATER PIPE).

3. ALL CONDUCTOR SIZES ARE FOR COPPER CONDUCTORS. NEC TABLE 310.16

4. SECONDARY OVERCURRENT PROTECTION SHALL BE LOCATED WITHIN TEN (10) FEET OF THE TRANSFORMER SECONDARY TERMINALS EITHER IN PANELBOARD (MAIN BREAKER) OR A INDIVIDUALLY MOUNTED CIRCUIT

BREAKER.

5. TRANSFORMERS BONDING JUMPER AND GROUNDING ELECTRODE CONDUCTOR.

6. 600 KCMIL CONDUCTORS AND LARGER SHALL BE PROVIDED WITH MAC ADAPTERS AS REQUIRED TO

COORDINATE WITH BREAKER LUG SIZES.

PRIMARY

O.C. O.C.

SECONDARY

TO THE NEAREST GROUNDED

STEEL COLUMN OR CODE

APPROVED ELECTRODE.

THREE PHASE TRANSFORMERS

480 VOLT FEEDER

T75

T45

T30

T15

3#1/0 & 1#6G. - 1 1/2"C.

3#3&1#8G. - 1 1/2"C.

3#6 & 1#10G. - 3/4"C.

3#10&1#10G. - 3/4"C.

XFMR

NUMBER

T9 3#12&1#12G. - 3/4"C.

208 VOLT FEEDER

150A-3P 250A-3P

100A-3P 50A-3P 30A-3P

80A-3P

150A-3P

60A-3P

30A-3P

20A-3P

OVERCURRENT

PROTECTION

T500

T300

T225 T150

3#350 KCMIL & 1#2/0G. - (3) 3"C.

3#350 KCMIL & 1#1G. - (2) 3"C.

3#500 KCMIL & 1#3G. - 4"C.

3#350 KCMIL & 1#4G. - 2 1/2"C.

T112.5 3#3/0 & 1#6G. - 2"C.

1000A-3P

1600A-3P

800A-3P 500A-3P 400A-3P

600A-3P

900A-3P

400A-3P 300A-3P 200A-3P

OVERCURRENT

PROTECTION

480V. PRIMARY 3 PHASE, 3W 120/208V. SECONDARY 3 PHASE, 4W GROUNDING SEE NOTE #5

4#250 KCMIL&1#2G. - 3"C.

4#1/0&1#6G. - 2"C.

4#1&1#6G. - 2"C.

4#6&1#8G. - 1"C.

4#10&1#8G. - 3/4"C.

4#600 KCMIL & 1#350 KCMIL G. - (4) 4"C.

4#400 KCMIL & 1#3/0G. - (3) 3"C.

4#600 KCMIL & 1#3/0G. - (2) 4"C.

4#250 KCMIL & 1#1/0G. - (2) 3"C.

4#600 KCMIL&1#1/0G. - 4"C.

1#2 - 3/4"C.

1#6 - 3/4"C.

1#6 - 3/4"C.

1#8 - 3/4"C.

1#8 - 3/4"C.

1#1/0 - 3/4"C.

1#1/0 - 3/4"C.

1#3/0 - 1"C.

1#3/0 - 1"C.

1#3/0 - 1"C.

COPPER CONDUCTORS ABOVE GROUND (SEE NOTES)

3#600KCMIL & 1#1/0G.

3#600KCMIL & 1#500KCMIL G.

3#600KCMIL & 1#500KCMIL G.

3#500KCMIL & 1#400KCMIL G.

3#600KCMIL & 1#350KCMIL G.

3#600KCMIL & 1#250KCMIL G.

3#600KCMIL & 1#4/0G.

3#600KCMIL & 1#3/0G.

3#500KCMIL & 1#2/0G.

3#350KCMIL & 1#2/0G.

3#500KCMIL & 1#1/0G.

THREE PHASE CIRCUIT SCHEDULE

3#4 & 1#8G.

NOTES:

1. UNLESS OTHERWISE INDICATED, CONDUCTOR SIZING SHALL MATCH THE SIZE INDICATED ABOVE FOR THE APPLICABLE

OVERCURRENT DEVICE. PROVIDE LARGER CIRCUIT WHERE INDICATED.

2. PROVIDE MINIMUM SIZE CONDUIT INDICATED IN THE SPECIFICATIONS OR ON THE DRAWINGS.

3. PROVIDE 4 WIRE CIRCUIT UNLESS DEVICE SERVED DOES NOT HAVE PROVISIONS FOR A NEUTRAL CONNECTION. MINIMUM SIZE CONDUIT UNDERGROUND IS ONE STANDARD ELECTRICAL SIZE LARGER THAN INDICATED IN THE SCHEDULE. PROVIDE LARGER

CONDUIT WHERE SPECIFICALLY INDICATED OTHERWISE.

4. PROVIDE TYPE OF RACEWAY OR CABLE AS INDICATED IN SPECIFICATIONS OR ON THE DRAWINGS.

5. THIS SCHEDULE DOES NOT INCLUDE CONDUCTOR INCREASE IN SIZE DUE TO VOLTAGE DROPS, CONTRACTOR IS RESPONSIBLE TO MEASURE OR ESTIMATE THE ROUTINGS PRIOR TO ANY INSTALLATION AND MEET THE MAXIMUM VOLTAGE DROP PERCENTAGE ALLOWED BY THE CODE. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE INCREASED PROPORTIONALLY TO THE UNGROUNDED CONDUCTORS IN SIZE TO SATISFY THE NEC REQUIREMENTS.

3#500KCMIL & 1#3G.

3#350KCMIL & 1#1G.

3#250KCMIL & 1#2G.

3#4/0 & 1#2G.

3#500KCMIL & 1#3G.

3#350KCMIL & 1#4G.

3#250KCMIL & 1#4G.

3#4/0 & 1#4G.

3#1 & 1#6G.

3#3/0 & 1#6G.

3#2/0 & 1#6G.

3#1/0 & 1#6G.

3#1 & 1#6G.

3#3 & 1#8G.

3#1 & 1#6G.

3#3 & 1#8G.

3#6 & 1#10G.

3#6 & 1#10G.

3#6 & 1#10G.

3#8 & 1#10G.

3#8 & 1#10G.

3#10 & 1#10G.

3#10 & 1#10G.

3#12 & 1#12G.

CIRCUIT

SYMBOL

3#12 & 1#12G.

4#4 & 1#8G.1" 70A.1 1/4"

(2)4"4#500KCMIL & 1#1/0G.(2)3 1/2" 700A.

4#600KCMIL & 1#1/0G.

4#600KCMIL & 1#500KCMIL G.

4#600KCMIL & 1#500KCMIL G.

4#500KCMIL & 1#400KCMIL G.

4#600KCMIL & 1#3/0G.

4#500KCMIL & 1#2/0G.

4#350KCMIL & 1#2/0G.

(10)4" (8)4"

(3)4"

(8)3" (6)4" (5)4" (4)4"

(2)3 1/2"

(3)3 1/2" (3)3"

(10)4" (8)4" 3200A.

4000A.

(3)4"

(8)4" (6)4" (5)4" (4)4"

(3)3" (3)3 1/2"

(2)4"

2500A.

3000A.

2000A.

1600A.

900A.

1000A.

1200A.

800A.

4#250KCMIL & 1#4G.

4#350KCMIL & 1#4G.

4#500KCMIL & 1#3G.

4#500KCMIL & 1#3G.

4#250KCMIL & 1#2G.

4#350KCMIL & 1#1G.

(2)3" (2)3"

4" (2)3"

2 1/2" 2 1/2"

4" 3"

4#4/0 & 1#2G.

4#4/0 & 1#4G.

1 1/2"

1 1/2" 2"

1 1/2" 1 1/2"

1 1/4" 1 1/2"

1 1/4"

4#1 & 1#6G.

4#1/0 & 1#6G.

4#2/0 & 1#6G.

4#3/0 & 1#6G.

4#1 & 1#6G.

4#3 & 1#8G.

4#1 & 1#6G.

4#3 & 1#8G.

(2)3" (2)3"

4" (2)3"

4" 3" 3"

2 1/2"

500A.

600A.

450A.

400A.

350A.

300A.

250A.

225A.

1 1/2"

2" 2" 2"

1 1/2"

1 1/4" 1 1/2"

1 1/4"

200A.

175A.

150A.

125A.

90A.

110A.

100A.

80A.

3/4" 3/4"

3/4" 3/4"

3/4" 3/4"

3/4" 3/4"

4#8 & 1#10G.

4#6 & 1#10G.

4#6 & 1#10G.

4#6 & 1#10G.

4#12 & 1#12G.

4#10 & 1#10G.

4#10 & 1#10G.

4#8 & 1#10G.

3/4"

SIZE

CONDUIT

4#12 & 1#12G.

1" 1"

1" 3/4"

3/4" 3/4"

3/4" 3/4"

50A.

60A.

45A.

40A.

35A.

30A.

25A.

20A.

3/4"

CIRCUIT OR

OVERCURRENT

RATING 3POLE

15A.

CONDUCTORS IN EACH CONDUIT

3 PHASE, 3 WIRE & GROUND

4#600KCMIL & 1#4/0G.

4#600KCMIL & 1#250KCMIL G.

4#600KCMIL & 1#350KCMIL G.

CONDUCTORS IN EACH CONDUIT

3 PHASE, 4 WIRE & GROUND

SIZE

CONDUIT

2/5

3/5

4/5

3#600KCMIL & 1#500KCMIL G. 4#600KCMIL & 1#500KCMIL G.(12)4" (12)4" 5000A.500

2#4 & 1#8G., 2#3 & 1#8G., 2#6 & 1#10G., 2#6 & 1#10G., 2#8 & 1#10G., 2#10 & 1#10G., 2#12 & 1#12G., 2#12 & 1#12G., 1#12, 1#12N., & 1#12G., 70A.,2P.

80A.,1P.

80A.,2P 80A.,2P.

70A.,2P

15A.,2P

60A.,2P 70A.,1P.

60A.,2P.

60A.,1P.

50A.,2P 50A.,2P.

40A.,2P 50A.,1P.

30A.,1P.

40A.,2P.

40A.,1P.

30A.,2P 30A.,2P.

20A.,2P.

20A.,2P.

20A.,1P

15A.,1P.

15A.,2P.

2#12, 1#12N., & 1#12G., 1#12, 1#12N., & 1#12G., 2#12, 1#12N., & 1#12G., 1#10, 1#10N., & 1#10G., 2#10, 1#10N., & 1#10G., 1#8, 1#8N., & 1#10G., 2#8, 1#8N., & 1#10G., 1#6, 1#6N., & 1#10G., 2#6, 1#6N., & 1#10G., 1#6, 1#6N., & 1#10G., 2#6, 1#6N., & 1#10G., 1#4, 1#4N., & 1#8G., 2#4, 1#4N., & 1#8G., 1#3, 1#3N., & 1#8G., 2#3, 1#3N., & 1#8G., COPPER CONDUCTORS ABOVE GROUND (SEE NOTES)

SINGLE PHASE CIRCUIT SCHEDULE

CIRCUIT

SYMBOL

3/4"

3/4"

SIZE

CONDUIT

CIRCUIT OR

OVERCURRENT

RATING 3POLE

CONDUCTORS

1P

2P

3P

4P

5P

6P

7P

8P

9P

10T

12T

15T

17T

20T

1T

2T

3T

4T

5T

6T

7T

8T

9T

10N

12N

15N

17N

20N

1N

2N

3N

4N

5N

6N

7N

8N

9N

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 1" 1" 1"

1 1/4" 1 1/4" 1 1/4"

90A.,1P.

90A.,2P 90A.,2P.

100A.,2P 100A.,2P.

125A.,2P 125A.,2P.

150A.,2P 150A.,2P.

175A.,2P 175A.,2P.

200A.,2P 200A.,2P.

1 1/4" 1 1/4" 1 1/4" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"

2" 2"

1#3, 1#3N., & 1#8G., 2#3, 1#3N., & 1#8G., 2#3 & 1#8G., 2#1, 1#1N., & 1#8G., 2#1 & 1#8G., 2#1, 1#1N., & 1#6G., 2#1 & 1#6G., 2#1/0, 1#1/0N., & 1#6G., 2#1/0 & 1#6G., 2#2/0, 1#2/0N., & 1#6G., 2#2/0 & 1#6G., 2#3/0, 1#3/0N., & 1#6G., 2#3/0 & 1#6G., BRANCH CIRCUIT BREAKERS

PANELBOARD SUMMARY SCHEDULE

PANEL MOUNTING REMARKS(RMS)

A.I.C.

POLES

TOTALMAINS

(CB)(MLO)VOLTAGE, PH/W

P2S1 60A

MCB SURFACE 18 10K -120/208V, 3PH, 4W (10)-20A/1P

P4S1 150A

MCB SURFACE 42 10K -480/277VV, 3PH, 4W (1)-30A/3P, (17)-20A/1P, (1)-30A/2P

P2CS-3 30A

MCB SURFACE 18 10K -120/208V, 3PH, 4W (10)-20A/1P

P4CS-3 30A

MCB SURFACE 18 10K -480/277VV, 3PH, 4W (1)-20A/3P, (5)-20A/1P

PA1 60A

MCB SURFACE 30 10K -120/208V, 3PH, 4W (10)-20A/1P, (1)-20A/2P

DJ VFD

MECHANICAL NOTES:

1. PROVIDE FLEXIBLE CONNECTION TO EQUIPMENT, REFER TO SPECIFICATIONS

NAME

TAG

SCHEDULE OF MECHANICAL EQUIPMENT

CHARACTERISTICS/LOADDESCRIPTION VOLT PANELPH

TS

FEEDER

CONNECTIONS

REMARKSCIRCUIT BREAKER

CIRCUIT

IH

1 4 KWINFRARED HEATER

ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT EQUIPMENT POWER REQUIREMENTS WITH EQUIPMENT MANUFACTURERS PRIOR TO CONNECTIONS.2.

277 1 20A/1P

LIGHTING FIXTURE SCHEDULE

FIXTURE

TYPE

FIXTURE

DESCRIPTION MANUFACTURER AND CATALOG NO. LAMP

TYPE

LAMP

WATTS VOLTS REMARKS

A 4'-0" SURFACE MOUNTED WET

LOCATION INDUSTIAL STRIP FIXTURE

COLUMBIA LIGHTING

#LXEP-4-40-HL-DCA-E-U

LED

4000K 52 UNV

SEE PLANS

B2 2'X2' RECESSED MOUNTED

TROFFER

FINELITE

#HPR-LED-A-2X2-S-835-DCO-96LG-UNV-FC-10%-*

PROVIE WITH OS1360WLK ON/OFF

OCCUPANCY SENSOR OPTION

3#12 & 1#12G - 3/4"C

B4 2'X2' SURFACE MOUNTED TROFFER

C1 6" RECESSED CAN FIXTURE

D1 4 FOOT, 8" SURFACE MOUNTED

LINEAR FIXTURE

F1 WALL MOUNTED SCONCE

G1 2' WALL MOUNTED MIRROR LIGHT

H1 RESTROOM COVE LIGHT

WP1 WALL PACK WITH INTEGRAL

PHOTOCELL

HOLOPHANE

#W4PLED-20C1000-40K-T3M-MVOLT-PCB-BKSDP

UNV

LED

3500K 28.5 UNV

LED

3500K 32 UNV

SET ADJUSTABLE LUMEN OUTPUT TO

1600 LUMEN OPTION.

LED

3500K 13.4 UNV

LENGTHS AS SHOWN ON PLANSLED

3500K 33.9 UNV

-LED

3500K 14 UNV

LED

3500K 21 UNV

LED

3500K 4.9/FT UNV

H.E. WILLIAMS

#12-2-L43-8-35-F-AF12125-DIM-UNV

H.E. WILLIAMS

#6FDR-LS-80CS-WH-DIM-UNV

H.E. WILLIAMS

#ASM-4-L46-8-35-S-A-DIM-UNV

ASL LIGHTING

#HDTS-3500K-BRUSHED NICKEL

H.E. WILLIAMS

#SLF-2-L26-8-35-HIA-DIM-UNV

H.E. WILLIAMS

#CX-C-*-L6-8-35-0-D-DIM-UNV

EB

ACRYLIC RED EDGE-LIT EXIT SIGN

WITH INTEGRAL BATTERY OPTION

EMERGENCY BATTERY UNIT

EMERGI-LITE

#PRESTIGE X40 SERIES

EMERGI-LITE

#EL-2LED

LED

4000K 52

LED 1.4

LED 3.6

UNV

UNV

PROVIDE WITH ELCW COLD WEATHER

EMERGENCY BATTERY OPTION

QUANTITY OF FACES AND

CHEVRONS AS SHOWN ON PLANS

LENGTHS AS SHOWN ON PLANS

DIE-CAST WEATERPROOF EXIT SIGN

WITH POLYCARBONATE SHIELD

EMERGI-LITE

#CDW-EM-R-1 LED 1.4 UNV QUANTITY OF FACES AND

CHEVRONS AS SHOWN ON PLANS

E E

PROVIDE WITH LGD18W BATTERY OPTION

WHERE INDICATED TO BE EMERGENCY

J1 LED SLIM UNDERCOUNTER STRIP

LIGHT LED 5.2/FT UNVH.E. WILLAIMS

#1SF-4-L24-8-35-DMA-DIM-UNV

LENGTHS AS SHOWN ON PLANS

C2 6" RECESSED CAN FIXTURE -

EXTERIOR RATED -LED

3500K 36.5 UNVH.E. WILLIAMS

#6DR-TL-L40-8-35-DIM-UNV-L-W-OF-CS-WET/CC

PTAC

1 2.16 RLAELECTRIC UNIT HEATER 208 1 20A/2PSEE PLANS 2#12 & 1#12G - 3/4"C PROVIDE WITH NEMA

6-15R RECEPTACLE

THE OFFICE OF DESIGN AND CONSTRUCTION SERVICES,

NATIONAL CEMETERY ADMINISTRATION

PROJECT

IMPROVEMENTS-DESIGN

FORT CUSTER CEMETERY

15501 DICKMAN ROAD, AUGUSTA, MI 49012

1075 BIG SHANTY RD. SUITE 100

KENNESAW, GA 30144

Phone: 770-421-3400

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Drawing Number

Drawn

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

PRIME Project Number

Building Number

CONSULTANTS

F

E

D

C

B

A

97 8654321

6"

6"

6" 6"

F

E

D

C

B

A

97 8654321

909CM3030

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

S-E-502

DLC30 JANUARY, 2026 DDD

ELECTRICAL SCHEDULES

Revisions: Date:

ISSUED FOR BID 01-30-2026

Amendment 1 09-17-20261. Amendment 5 9.25.2026

A

10" 5"

4" 2"

1"

A

REINFORCING

CONCRETE SLAB

GROUND ROD TYPICAL OF 4

GROUND GRID

GRAVEL

CONCRETE SLAB

SANDCONDUIT

36"R.

GRADE

NOTES:

1. ELECTRIAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE GENERATOR, CONDUIT, WIRING & GROUNDING

ASSOCIATED WITH THE GENERATOR. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL EXCAVATION, FORMING, REBAR & CONCRETE ASSOCIATED WITH GENERATOR PAD. ALL WORK SHALL BE COORDINATED BETWEEN THE

GENERAL CONTRACTOR AND THE ELECTRICAL SUB-CONTRACTOR.

2. CONDUIT- INSTALL AS SHOWN BEFORE SLAB IS POURED. USE 36" RADIUS BENDS, WITH COUPLINGS, NIPPLES AND BUSHINGS AS

REQUIRED.

3. GROUND GRID - INSTALL #4/0 7-STRAND BARE COPPER WIRE LOOP 1'-0" BELOW GRADE. BOND TO ALL EXPOSED METALLIC CONDUIT AND LEAVE 3'-0" OF WIRE ABOVE PAD FOR GROUNDING GENERATOR AT TWO OPPOSITE POINTS IN THE ENLCOSURE CONDUIT OPENINGS. INSTALL 3/4" x 10'-0" GALVANIZED STEEL GROUND RODS WHERE SHOWN.

4. COORDINATE CONCRETE PAD DIMENSIONS WITH GENERATOR ENCLOSURE DIMENSIONS. CONCRETE PAD SHALL EXTEND 6" PAST

GENERATOR ENCLOSURE ON ALL SIDES.

5. CONCRETE PAD TO BE FROST PROTECTED PER ASCE 32 OR HAVE THICKENED SLAV EDGES 3'-6" BELOW GRADE

6. MINIMUM REINFORCEMENT FOR 10" THICK CONCRETE PAD = #5@12"OC EACH WAY

7. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION

8. DO NOT LOCATE GENERATOR SUPPORT PAD LESS THAN 8'-0" FROM EXISTING FOUNDATIONS

9. EQUIPMENT ANCHORAGE INTO SLAB SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF MICHIGAN

FIG. #1 - PLAN VIEW

FIG. #2 - SECTION A-A

EXTRA 3'-0" (TYP)

TYPICAL GENERATOR PAD DETAIL

C6

N.T.S.

7'-10"

'-6

3'-6"

TYPICAL GROUND BAR DETAIL

C4

N.T.S.

WALL

SECTION A-A

STAND OFF

ISOLATION

BUSHING

MIN. 4" WIDE x 1/4" THICK COPPER

GROUND BAR PRE-DRILLED. REFER

TO DIVISION 26 SPECIFICATIONS

FOR LENGTH REQUIREMENTS.

DOUBLE LUG,

DOUBLE CRIMP

BURNDY

HYDENT LUG

#4/0 SERVICE GROUNDING

ELECTRODE CONDUCTOR

CONNECTED TO BUILDING

GROUNDING SYSTEM

A

AA

TYPICAL NAMEPLATE DETAIL

C3

N.T.S.

LP2

480/277 V

FED FROM LP1

LOCATED IN ELEC RM 123

1/4" LETTERS

SCREW

5" 4-1/2"

1- 1/2

" 3/4

NOTES:

1. NAMEPLATE TO BE CONSTRUCTED OF 1/16" THICK WHITE SURFACE WITH LETTER ENGRAVED

INTO BLACK LAMINATIONS.

2. ALL NAMEPLATES SHALL BE SECURED BY MACHINE SCREWS.

3. NO NAMEPLATES SHALL BE PASTED ON.

4. PROVIDE P-TOUCH LABEL WITH CIRCUIT NUMBER FEEDING DISCONNECT SWITCHES AND VFDs.

INDICATE PANEL NAME OR

NAME OF EQUIPMENT SERVED

INDICATE VOLTAGE RATING

INDICATE PANEL SERVING THIS

EQUIPMENT

INDICATE LOCATION OF PANEL

FROM LINE ABOVE

SWITCHBOARD/

DISTRIBUTION PANEL

TRANSFORMER PANEL DISCONNECT VFD

NAME PLATE LOCATION (TYPICAL)

PNL R251, CKT #16

ON

PNL R251, CKT #16

NOTES:

1. AT A MINIMUM, ELECTRICAL CONTRACTOR SHALL PROVIDE TYPED LABELS WITH PTOUCH MACHINE TO INDICATE PANEL NAME AND CIRCUIT NUMBER. PROVIDE 'EMERGENCY' TYPED LABEL FOR CIRCUITS CONNECTED TO EMERGENCY PANELS. COORDINATE EXACT NAMING WITH FACILITY PERSONNEL. IF FACILITY STANDARD IS ENGRAVED COVERPLATES, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ENGRAVED COVERPLATES TO MATCH FACILITY REQUIREMENTS.

SEE NOTE 1

COVER PLATE,

JUNCTION BOX, ETC.

LINE VOLTAGE LIGHT

SWITCH

(LOCATE LABEL ON

INSIDE OF FACEPLATE)

PNL R251, CKT #16

COORDINATE WITH

ARCHITECT AND DIVISION 26

SPECIFICATIONS FOR

DEVICE AND FACEPLATE

COLORS AND MATERIALS.

E4 N.T.S.

RECEPTACLES

TYPICAL RECEPTACLE, COVERPLATE, AND SWITCH LABEL DETAIL

2" MIN.

CONDUIT AS REQUIRED SLEEVE - SIZE AS REQUIRED

FLOOR SLAB OR

MASONARY WALL

SUPPORT SLEEVE FROM

SLAB AS REQUIRED

U.L. LISTED FIRE

PROOFING - 2 HOUR

RATED AS REQUIRED

PER DIVISION 7

CONDUIT CORE DETAILE8

N.T.S.

DIRECT BURIED CONDUIT DETAIL

SAND 3" MINIMUM ALL

AROUND CONDUIT OR CABLE

UNDISTURBED EARTH OR 95

PERCENT COMPACTED FILL

3"

COMPACTED NATIVE BACKFILL

VOID OF OBJECTS OVER 2

INCH DIAMETER AND VOID OF

DECOMPOSABLE MATERIAL.

12"

3"

WARNING TAPE

FINISHED GRADE

CONDUIT

24" MIN.

NOTE:

1. WARNING TAPE ALSO REQUIRED UNDER BUILDING CONCRETE SLAB.

C1 N.T.S.

EXISTING FIRE

ALARM TERMINAL

CABINET POWER

BOOSTER

/SIGNAL

MODULES

F

F

EXISTING ACTUATING CIRCUIT

EXISTING ALARM CIRCUIT

PROVIDE 120V

BRANCH CIRCUIT

TO FLOOR ABOVE

TO FLOOR BELOW

H H H

H H

1. REFER TO FLOOR PLANS FOR EXACT LOCATIONS AND QUANTITIES OF DEVICES.

2. FIELD VERIFY EXACT LOCATION OF FIRE ALARM TERMINAL CABINET.

3. PROVIDE POWER BOOSTER, AND SIGNAL MODULES AS REQUIRED FOR AUDIBLE

SIGNALS AND VISUAL STROBES.

4. PROVIDE MANUFACTURER SHOP DRAWINGS FOR WIRING DIAGRAMS, DEVICES AND

CONNECTIONS TO EXISTING SYSTEM.

5. PROVIDE UPDATED BATTERY CALCULATION.

6. OWNER'S FIRE ALARM MAINTENANCE CONTRACTOR SHALL MAKE FINAL CONNECTIONS

TO FIRE ALARM SYSTEM. ELECTRICAL CONTRACTOR SHALL CARRY ANY COST

ASSOCIATED WITH FINAL CONNECTIONS BY OWNER'S CONTRACTOR.

7. REPROGRAM SYSTEM TO ACCEPT NEW DEVICES.

8. AUDIBLE AND VISUAL STROBES SHALL BE SYNCHRONIZED WITH EXISTING FIRE ALARM

DEVICES.

E3 N.T.S.

FIRE ALARM CONNECTION TO EXISTING SYSTEM

Arc Flash Hazard.

Appropriate PPE Required.

Failure To Comply Can Result in Death or Injury.

Refer to NFPA 70 E.

NOTES:

1. ALL ELECTRICAL EQUIPMENT (SWITCHBOARDS, PANELBOARDS, METER SOCKETS

ENCLOSURES, MOTOR CONTROL CENTERS AND SIMILAR EQUIPMENT) THAT REQUIRE

EXAMINATION, ADJUSTMENT, SERVICING OR MAINTENANCE WHILE ENERGIZED SHALL

BE CLEARLY FIELD MARKED WITH A COMMERCIALLY PRODUCED WATER PROOF

PERMANENT LABEL (SIMILAR TO THE ABOVE WARNING LABEL) TO WARN QUALIFIED

PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARD IN ACCORDANCE WITH NEC

110.16 AND NFPA 70E.

2. WARNING LABELS SHALL BE COMPLETED BY EQUIPMENT MANUFACTURE OR BY

OWNER APPROVED ENGINEERING FIRM WITH A MINIMUM OF FIVE (5) YEARS

EXPERIENCE IN ARC FLASH HAZARD CALCULATIONS.

3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL

EQUIPMENT LISTED ABOVE IS PROPERLY LABELED.

WARNING

E1 N.T.S.

ARC FLASH LABEL DETAIL TYPICAL HANDHOLE DETAILC5

N.T.S.

LOGO

STANDARD HANDHOLE AND COVER COLOR SHALL BE AS SPECIFIED BY ARCHITECT.

HEX HEAD BOLT WITH WASHER

EXTENSION

PROVIDE IMPRINTED LOGO TO MATCH.

COVER, RING AND BOX SHALL BE MADE OF SAME MATERIAL.

PROVIDE HANDHOLES BY QUAZITE OR APPROVED EQUAL.

PROVIDE 1" x 4" BELL PULL SLOT FOR EACH HANDHOLE.

BASE

NOTES:

COVER

5.

4.

3.

2.

1.

4" MOUSEHOLES (4)

12" DEEP (MIN.).

GRAVEL BASE

A B

1/2" X 4" PULL SLOT

3/8" STAINLESS STEEL

SKID RESISTANT

SURFACE

C

KNOCKOUTS (6)

DIMENSIONS OF 12"W X 24"L X 18"D OR AS INDICATED ON DRAWINGS.6.

C7

NO SCALE

FINISHED GRADE

SAND 3" MINIMUM ALL

AROUND CONDUIT

PLASTIC SADDLE SPACERS

5'-0" O.C. MINIMUM UNDISTURBED EARTH OR 95

PERCENT COMPACTED FILL

3"

3"

COMPACTED NATIVE BACKFILL

VOID OF OBJECTS OVER 2

INCH DIAMETER AND VOID OF

DECOMPOSTABLE MATERIAL.

3"

12"

MAGNETIC WARNING TAPE 7.5"

24" MIN.

7.5"

NOTE:

1. WARNING TAPE ALSO REQUIRED

UNDER BUILDING CONCRETE SLAB.

7.5"

TO

LC

LC

MAINTENANCE GENERATOR UNDERGROUDN CONDUIT SECTION DETAIL

EDS-SERVICE-04

(1"C) LV TO ATS-A

(1"C) GEN BLOCK HEATER &

BATTERY CHARGER

(3"C) SPARE (3"C)PWR ATS-A

(1"C) LV TO GEN ANNUNCIATOR

THE OFFICE OF DESIGN AND CONSTRUCTION SERVICES,

NATIONAL CEMETERY ADMINISTRATION

PROJECT

IMPROVEMENTS-DESIGN

FORT CUSTER CEMETERY

15501 DICKMAN ROAD, AUGUSTA, MI 49012

1075 BIG SHANTY RD. SUITE 100

KENNESAW, GA 30144

Phone: 770-421-3400

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Drawing Number

Drawn

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

PRIME Project Number

Building Number

CONSULTANTS

F

E

D

C

B

A

97 8654321

6"

6"

6" 6"

F

E

D

C

B

A

97 8654321

909CM3030

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

S-E-601

DLC30 JANUARY, 2026 DDD

ELECTRICAL DETAILS

Revisions: Date:

ISSUED FOR BID 01-30-2026

Amendment 1 09-17-2026

W DICKMAN RD

SK

YL

IN

E

DR

HILL BRADY RD

FT CUSTER DR

RIVER RD W

E AUGUSTA DR

MICHIGAN AVE

COLLIER AVE

N

ND

S

T

EAGLE LAKE

N ULDRIKS DR

48TH ST

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Drawing Number

Drawn

Revisions:

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

PRIME Project Number

Building Number

CONSULTANTS

Date:

909CM303

PROJECT

IMPROVEMENTS-DESIGN

FORT CUSTER CEMETERY

15501 DICKMAN ROAD, AUGUSTA, MI 49012

THE OFFICE OF DESIGN AND CONSTRUCTION

SERVICES, NATIONAL CEMETERY ADMINISTRATION

ISSUED FOR BID 01-30-2026 JDL LKB

LI100

IRRIGATION COVER SHEET

APPLICABLE CODES AND STANDARDS

1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE OF 90 PSI MINIMUM AND FLOW RATE OF 20 GPM IN THE EXISTING 4-INCH MAINLINE PIPE POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY THE MINIMUM OPERATING PRESSURE PRIOR TO INSTALLATION AND NOTIFY THE COR/PM OF ANY DISCREPANCIES.

2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. CONFIRM EXACT LIMITS OF IRRIGATED AREA AND ALL EXISTING AND

FUTURE HARDSCAPE AND BURIAL AREAS PRIOR TO CONSTRUCTION.

3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

CONTRACTOR RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND CONDITIONS BEFORE EXCAVATING.

4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL

SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE RESIDENT ENGINEER.

5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED:

A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY.

B. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES.

C. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE.

6. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST

PERFORMANCE AND MINIMIZE OVERSPRAY.

7. WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED:

IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE

DEFAULT PIPE SIZE NOTED IN THE LEGEND.

8. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT:

A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE.

B. TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF

ALL ROTARY SPRINKLERS.

C. TWO VALVE IN HEAD SPRINKLERS TO INCLUDE NOZZLE.

GENERAL NOTES

1. CONTRACTOR TO PROVIDE ADVANCE NOTICE TO THE PROJECT ENGINEER (ENGINEER OF RECORD)

THAT CONSTRUCTION HAS COMMENCED.

2. THE TOTAL LAND DISTURBANCE AREA FOR THIS PROJECT IS GREATER THAN 1 ACRE. THEREFORE, SUBMITTAL OF A NOTICE OF INTENT (NOI) TO DISCHARGE CONSTRUCTION RELATED STORMWATER

UNDER THE MICHIGAN ENVIRONMENTAL PROTECTION AGENCY NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) IS REQUIRED BEFORE CONSTRUCTION ACTIVITIES CAN BEGIN.

CONSTRUCTION AND CONSTRUCTION RELATED DISCHARGES WILL BE AUTHORIZED UNDER THE

CONSTRUCTION GENERAL PERMIT IMMEDIATELY UPON COMPLETION OF QUALIFIED CREDENTIALED

PROFESSIONAL (QCP) CERTIFIED CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN.

3. THE CONTRACTOR WILL BE REQUIRED TO IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS)

DESCRIBED IN A QCP CERTIFIED CBMPP TO ADDRESS ANY SOIL EROSION CONDITIONS ASSOCIATED WITH LAND DISTURBANCE ACTIVITIES WITHIN THE PROJECT LIMITS. ALL SOIL EROSION CONTROL

WORK SHALL BE PERFORMED IN ACCORDANCE WITH NPDES GENERAL PERMIT.

4. CONTRACTOR TO MAINTAIN TWO (2) FULL-SIZE SETS OF RED-LINE "AS-BUILT" DRAWINGS DURING CONSTRUCTION AND PROVIDE AN "AS-BUILT" SET OF DRAWINGS TO THE ENGINEER OF RECORD AT

THE COMPLETION OF THE PROJECT.

PERMITTING NOTES

1. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT.

COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS. CONTRACTOR SHALL OBTAIN THE SCHEDULE FOR THE NEXT DAY SERVICES PRIOR TO THE CLOSE OF BUSINESS EACH DAY. CONTRACTOR IS REQUIRED TO STOP ALL WORK DURING ALL INTERMENT SERVICES. ALLOWABLE WORK TO BE DETERMINED BY RESIDENT

ENGINEER AND CEMETERY DIRECTOR.

2. BECAUSE OF THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH

WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE

STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE

REQUIRED AT THE END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.

3. THE CONTRACTOR'S STAFF AND SUBCONTRACTOR'S STAFF SHALL NOT: DRESS IN SLEEVELESS SHIRTS OR SHORT PANTS, WEAR CLOTHING WITH INAPPROPRIATE LOGOS, PLAY MUSIC, TALK LOUD, PLACE PERSONAL ITEMS ON HEADSTONES, LEAN AGAINST OR SIT ON HEADSTONES

4. THE EFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE

CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH

PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

5. DO NOT WORK UPON NOR STORE ANY MATERIALS ON OCCUPIED GRAVE PLOTS. ALL EFFORT WILL BE

MADE TO MAINTAIN DISTANCE FROM OCCUPIED GRAVE PLOTS.

CODE OF CONDUCT

PROJECT

LOCATION

DEPARTMENT OF VETERANS AFFAIRS

FORT CUSTER NATIONAL CEMETERY

EXPANSION & IMPROVEMENTS VOLUME 3 OF 3

PROJECT NO. 909CM3030

15501 DICKMAN RD, AUGUSTA, MICHIGAN 49012

-PLUMBING CODE: 2024 INTERNATIONAL PLUMBING CODE (IPC)

-MECHANICAL: 2024 INTERNATIONAL MECHANICAL CODE (IMC)

-ELECTRICAL: 2023 (NEC) NATIONAL ELECTRIC CODE

-LIFE SAFETY CODE: 2024 NFPA 101

-ADMINISTRATIVE CODE: MICHIGAN ADMINISTRATIVE CODE - CURRENT VERSION

-EROSION CONTROL: MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND

BUDGET STATE FACILITIES ADMINISTRATION

DRAWING INDEX

Sheet No SHEET NO SHEET TITLE

Ce rti f ie d Irrigation Designer

46102

JO

HN D. LEONARD

I RR

I G A T I O N A S SOC I AT I O

N

AMENDMENT 1 2026-09-18

Revisions: Date:

ISSUED FOR BID 01-30-2026

AMENDMENT 5 09-25-2026

AMENDMENT 5

AMENDMENT 5

IRRIGATION WELL PUMP #3 DETAILS

IRRIGATION WELL SECTION 15 IRRIGATION PUMP

September 25, 2026 Dwg 1 of 22 https://www.aquaengineering.com/

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Drawing Number

Drawn

Revisions:

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

PRIME Project Number

Building Number

CONSULTANTS

Date:

909CM303

PROJECT

IMPROVEMENTS-DESIGN

FORT CUSTER CEMETERY

15501 DICKMAN ROAD, AUGUSTA, MI 49012

THE OFFICE OF DESIGN AND CONSTRUCTION

SERVICES, NATIONAL CEMETERY ADMINISTRATION

ISSUED FOR BID 01-30-2026

LI600AMENDMENT 5 09-25-2026

IRRIGATION WELLS GENERAL NOTES AND LEGEND

LEGEND

SLEEVES PIPE: CL 200 PVC

IRRIGATION MAINLINE PIPE: HDPE DR-11

WELL WATER DISTRIBUTION PIPE HDPE DR11

POINT-OF-CONNECTION (P.O.C.)

ISOLATION GATE VALVE ASSEMBLY

QUICK COUPLING ASSEMBLY

WELL LOCATION

Q

W

LKBJDL

IRRIGATION WELL DESIGN CONCEPT IS TO UPDATE 4 EXISTING WELL AND ADD ONE NEW WELL TO SUPPORT THE EXPANSION AND THE PHASE 5 EXISTING BURIAL AREA IRRIGATION. A NEW MAINLINE WILL BE INSTALLED FROM THE NEW WELL TO THE NEW IRRIGATION MAINLINE ON THE WEST SIDE OF THE CEMETERY. THIS WILL BALANCE THE FLOW AND PRESSURE. EXISTING WELLS #1 THROUGH #4 WILL REQUIRE AN UPDATED SKID MOUNTED CONTROL PACKAGE WHICH WILL INCLUDE THE VFD CONTROLS, SENSORS AND VALVES.

GENERAL DESCRIPTION IRRIGATION WELLS

September 25, 2026 Dwg 16 of 22 ê

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31323130

1"

1"

1"

D I C K M A N R O A D

B A T T L E C R E E K B L V D .

C H I P P E W A W A Y

C H I P P E W A W A Y

F O R T C U S T E R D R I V E

J A

M E

S B

. E A

D S

R O

A D

F O R T C U S T E R D R I V E

COMMITTAL

SHELTER B

F O

R T

C U

S T

E R

D R

I V E

CO

M

M

IT

TA

L

LO

O

P

HONOR GUARD

BUILDING

WELL PUMP #1

WELL #2

WELL #4

SECTION G

EE

E

MA

F

FF

SECTION 1

SECTION 2

MM

SECTION M

SECTION 4A

SECTION 4B

SECTION 5A

SECTION 4C

SECTION 5B

SECTION P3

SECTION P2

SECTION P1

SECTION N

SECTION 7

SECTION 6

SECTION Q

SECTION A

SECTION C

SECTION D

SECTION B

SECTION MA2

SECTION O

SECTION H

SECTION T

SECTION K

SECTION L

SECTION J

WELL PUMP #4

SECTION 8

SECTION 9

SECTION 11

SECTION 11

SECTION 10

SECTION T

SECTION N SECTION 3

EXISTING 4-INCH PVC STUB OUT

APPROXIMATE LOCATION OF SIX (6) EXISTING VALVES

EXISTING IRRIGATION TO REMAIN

APPROXIMATE LOCATION OF TWENTY-SEVEN (27) EXISTING

VALVES, C1 THROUGH C27

PROPOSED NEW WELL LOCATION

FLOW: 500 GPM

PRESSURE: 100 PSI

EXISTING SECTION 15 WELL PUMP

FLOW: 100 GPM

PRESSURE: 100 PSI

EXISTING WELL CW02

FLOW: 225 GPM

PRESSURE: 80 PSI

EXISTING WELL CWO1

FLOW: 100 GPM

PRESSURE: 80 PSI

EXISTING WELL #3

FLOW: 100 GPM

PRESSURE: 95 PSI

6"

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Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Drawing Number

Drawn

Revisions:

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

PRIME Project Number

Building Number

CONSULTANTS

Date:

909CM303

PROJECT

IMPROVEMENTS-DESIGN

FORT CUSTER CEMETERY

15501 DICKMAN ROAD, AUGUSTA, MI 49012

THE OFFICE OF DESIGN AND CONSTRUCTION

SERVICES, NATIONAL CEMETERY ADMINISTRATION

ISSUED FOR BID 01-30-2026

LI601AMENDMENT 5 09-25-2026

0' 150'75' 300' 450'

1" = 150'

IRRIGATION WELL LOCATIONS AND DISTRIBUTION

MAINLINE

LKBJDLSeptember 25, 2026 Dwg 17 of 22

Project Title

Date

Location

Checked

Drawing Number

Drawn

Revisions:

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

PRIME Project Number

Building Number

CONSULTANTS

Date:

909CM303

PROJECT

IMPROVEMENTS-DESIGN

FORT CUSTER CEMETERY

15501 DICKMAN ROAD, AUGUSTA, MI 49012

THE OFFICE OF DESIGN AND CONSTRUCTION

SERVICES, NATIONAL CEMETERY ADMINISTRATION

ISSUED FOR BID 01-30-2026

LI700AMENDMENT 5 09-25-2026

IRRIGATION WELL PUMP CW01DETAILS

LKBJDL

3 WELL #1

DEMOLITION N.T.S.

24'

EXISTING PUMP IS NOT OPERATIONAL. ALL IRRIGATION EQUIPMENT IN THE PUMP HOUSE TO BE DEMOLISHED AND REMOVED FROM THE INCOMING 4” FLANGED CONNECTION TO THE OUTGOING 3” FLANGED CONNECTION TO THE IRRIGATION SYSTEM AND THE 2” FLANGED CONNECTION TO THE POND. THIS INCLUDES THE PIPING, SURGE TANK, SURGE TANK COMPRESSOR, ELECTRICAL PANEL AND NON-OPERATING FLOAT SWITCH & WIRING. COMPONENTS WILL NEED TO BE CUT UP TO GET OUT THE DOOR TO THE BUILDING. THE POTABLE CONNECTION AND PIPING AND MAIN DISCONNECT AND 120 VAC POWER PANEL NEED TO BE PROTECTED. A 50 GALLON SURGE TANK

WILL BE INSTALLED. WELL PUMP HAS A PITLESS ADAPTER.

PUMP REPLACEMENT IS TO BE IN KIND. 140 GPM, 15 HP. NEED TO CONFIRM SETTING FROM WELL PERMIT WHICH WAS SENT BY WSP GEOTECH.

RENOVATION IN PUMP HOUSE INCLUDES REPLACEMENT OF EXISTING PUMP CONNECTION TO INCOMING 4” FLANGE, PIPE RUN FOR MAG METER AND PRESSURE TRANSDUCER AND CONNECTION TO OUTGOING 3” FLANGED TO IRRIGATION AND 2” CONNECTION TO POND. CONNECTION TO POND NEEDS TO INCLUDE A 2” SOLENOID

VALVE SO THEY CAN FILL THE POND. USE A 4-STATION RESIDENTIAL CONTROLLER.

THE PIPE ROUTING CAN BE ALONG THE WALL WHERE THE SUPPLY COMES IN, THEN TURN 90 DEGREES TO GO DIRECTLY TO THE 3” CONNECTION TO THE IRRIGATION SYSTEM. BEFORE THE CONNECTION CAN BE A TEE WITH 90 DEGREE EL TO A PARALLEL 2” PVC PIPE WITH THE SOLENOID TO THE 2” CONNECTION. USE SCH 40 STEEL WITH FLANGED FITTINGS. NEW CONTROL PANEL W/ VFD CAN BE MOUNTED ON THIS WALL AS THERE WILL NOT BE ROOM ON THE EXISTING WALL. POWER IS 3 PHASE 460 VAC.

INSTALL A 18 HP DISCHARGE FAN ON WALL OPPOSITE OF EXISTING LOUVERS END. LOUVER OPENING IS 22”X15”.

GENERAL DESCRIPTION IRRIGATION WELL CW01

INTERIOR CONTROL PANEL AND PUMP STATION CW01

29'

16'

8'

6'

PLAN VIEW

EXISTING DISCHARGE PIPES

September 25, 2026 Dwg 18 of 22

Project Title

Date

Location

Checked

Drawing Number

Drawn

Revisions:

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

PRIME Project Number

Building Number

CONSULTANTS

Date:

909CM303

PROJECT

IMPROVEMENTS-DESIGN

FORT CUSTER CEMETERY

15501 DICKMAN ROAD, AUGUSTA, MI 49012

THE OFFICE OF DESIGN AND CONSTRUCTION

SERVICES, NATIONAL CEMETERY ADMINISTRATION

ISSUED FOR BID 01-30-2026

LI701AMENDMENT 5 09-25-2026

IRRIGATION WELL WELL PUMP CWO2 DETAILS

LKBJDL

24'

REPLACE EXISTING SUBMERSIBLE PUMP WITH 7.5 HP SUBMERSIBLE PUMP.

ALL IRRIGATION EQUIPMENT IN THE PUMP HOUSE TO BE DEMOLISHED AND REMOVED FROM THE INCOMING 4” FLANGED CONNECTION TO THE OUTGOING 3” FLANGED CONNECTION TO THE IRRIGATION SYSTEM AND THE 2” FLANGED CONNECTION TO THE POND. THIS INCLUDES THE PIPING, SURGE TANK, SURGE TANK COMPRESSOR, ELECTRICAL PANEL AND NON-OPERATING FLOAT SWITCH & WIRING. COMPONENTS WILL NEED TO BE CUT UP TO GET OUT THE DOOR TO THE BUILDING. ADDITIONALLY, THE POTABLE CONNECTION TO THE IRRIGATION SYSTEM NEEDS TO BE REMOVED. THE CONNECTION IS A VICTAULIC COUPLING WHICH CAN BE REMOVED AND A VICTAULIC CONNECTION W/ CAP CAN BE INSTALLED. THE POTABLE CONNECTION AND PIPING AND MAIN DISCONNECT AND 120 VAC POWER PANEL NEED TO BE PROTECTED.

INSTALL 50 GALLON EXPANSION TANK.

RENOVATION IN PUMP HOUSE INCLUDES REPLACEMENT OF EXISTING PUMP CONNECTION TO INCOMING 4” FLANGE, PIPE RUN FOR MAG METER AND PRESSURE TRANSDUCER AND CONNECTION TO OUTGOING 3” FLANGED TO IRRIGATION AND 2” CONNECTION TO POND. CONNECTION TO POND NEEDS TO INCLUDE A 2” SOLENOID VALVE SO THEY CAN FILL THE POND. POND IS FILLED USING A 4-STATION RESIDENTIAL CONTROLLER CONNECTED TO THE SOLENOID VALVE. THE PIPE ROUTING CAN BE ALONG THE WALL WHERE THE SUPPLY COMES IN, THEN TURN 90 DEGREE TO GO DIRECTLY TO THE 3” CONNECTION TO THE IRRIGATION SYSTEM. BEFORE THE CONNECTION, FAR ENOUGH BACK CAN BE A TEE WITH 90 DEGREE ELL TO A PARALLEL 2” PIPE WITH THE SOLENOID TO THE 2” CONNECTION. PIPE TYPE TBD.

NEW CONTROL PANEL W/ VFD CAN BE MOUNTED ON THIS WALL AS THERE WILL NOT BE ROOM ON THE EXISTING WALL. POWER IS 3 PHASE 460 VAC

PROVIDE AND INSTALL 18 HP FAN ON WALL OPPOSITE EXISTING LOUVERS.

GENERAL DESCRIPTION IRRIGATION WELLS CW02

SUPPLY CONNECTION

INTERIOR PIPE LAYOUT

DISCHARGE PIPES

29'

16'

8'

6'

PLAN VIEW

September 25, 2026 Dwg 19 of 22

Project Title

Date

Location

Checked

Drawing Number

Drawn

Revisions:

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

PRIME Project Number

Building Number

CONSULTANTS

Date:

909CM303

PROJECT

IMPROVEMENTS-DESIGN

FORT CUSTER CEMETERY

15501 DICKMAN ROAD, AUGUSTA, MI 49012

THE OFFICE OF DESIGN AND CONSTRUCTION

SERVICES, NATIONAL CEMETERY ADMINISTRATION

ISSUED FOR BID 01-30-2026

LI702AMENDMENT 5 09-25-2026

IRRIGATION WELL PUMP #3 DETAILS

LKBJDL

24'

EXISTING PUMP WAS REPLACED 3 YEARS AGO AND IS OPERATIONAL. NO NEED TO REPLACE.

CONTROLS IN EXISTING PUMP SKID ARE NOT WORKING. SKID IS RUSTED BECAUSE BACKFLOW CONTINUALLY VENTS. REMOVE EXISTING SKID AND REPLACE IT WITH NEW.

INCOMING AND OUTGOING ARE 3” VICTAULIC CONNECTIONS. EXISTING CONCRETE SLAB IS 6'X10'. NEW CONTROL SKID NEEDS TO FIT ON THIS AND ALIGN WITH EXISTING

INLET AND OUTLET PIPING.

INSTALL…