P01_Attachment_Volume 3 of 3 Bid Docs_909CM3030.pdf
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- Solicitation number
- 36C78626B0005
About this file
This is a bid document containing irrigation site improvement design specifications and construction drawings for Fort Custer National Cemetery located at 15501 Dickman Road, Augusta, Michigan 49012. The project is identified as PRIME Project Number 909CM3030 and involves the expansion and improvements of the cemetery's irrigation system across multiple sections.
The design assumes a minimum dynamic pressure of 90 PSI and flow rate of 20 GPM at the 4-inch mainline pipe point of connection, which the contractor must verify prior to installation. The project includes new HDPE DR-11 mainline piping in a looped configuration, new lateral piping sized per Irrigation Association best management practices, new pop-up rotor sprinklers with stainless steel risers and check valves, three new Rainbird ESP irrigation controllers (48, 200, and 50 stations) with wall and pedestal mounts, two-wire decoder surge protection, remote control valve assemblies with adjustable pressure regulators, and wireless rain/freeze sensors. A new well pump system is planned to provide 100 GPM at 95 PSI discharge pressure with 20 HP VFD-controlled submersible pump and 50-gallon expansion tank, though final specifications are contingent on well testing completion. The contractor must obtain a Notice of Intent for construction-related stormwater discharge under the Michigan NPDES permit and implement erosion control best management practices. Burial ceremonies will continue throughout construction, requiring coordination with the cemetery director and daily work schedule confirmation. All staff must maintain professional conduct standards including appropriate dress codes and respectful cemetery behavior. As-built drawings must be maintained throughout construction and provided to the engineer upon project completion.
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Text version
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:
BID DOCUMENT
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
Dwg. of 15FEBRUARY 13, 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 A T I O
N 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:
BID DOCUMENT
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
Dwg. of 15FEBRUARY 13, 2026
IRRIGATION DESIGN CONCEPT IS TO PROVIDE AN EFFICIENT AND MANAGEABLE AUTOMATIC SYSTEM CAPABLE OF MAINTAINING THE BURIAL SECTIONS AND LANDSCAPED AREAS IN A MANNER WORTHY OF SHRINE STATUS WHILE USING EQUIPMENT THAT MATCHES AND IS COMPATIBLE WITH THE EXISTING AND WITH THE GROUND WATER
SOURCE.
MAINLINE PIPE AND FITTINGS WILL BE HDPE, DR-11 RATED AT 200 PSI. IRRIGATION MAINLINE WILL BE ROUTED PARALLEL TO THE ROADS SIMILAR TO THE EXISTING. HDPE PIPE WILL BE INSTALLED USING HORIZONTAL DIRECTIONAL BORING TECHNIQUES OR OPEN TRENCH. MAINLINE PIPE WILL BE DESIGNED IN A LOOPED CONFIGURATION TO MINIMIZE PIPE SIZING AND WILL BE SIZED USING A COMPUTERIZED HYDRAULIC MODEL THAT ALLOWS THE PIPE TO BE OPTIMIZED BASED ON THE ASSUMED MAXIMUM FLOW
OPERATING SCENARIO.
ISOLATION GATE VALVE (IGV) ALLOWS SECTIONS OF THE MAINLINE OR SUBMAINLINE TO BE SEPARATED FOR MAINTENANCE PURPOSES. AN IGV WILL BE USED TO
TERMINATE MAINLINE PIPE FOR PHASED CONSTRUCTION.
THE QUICK COUPLING VALVE ASSEMBLY WILL BE RAIN BIRD 5RC TO MATCH EXISTING. PROVIDES A CONNECTION FOR MANUAL WATERING OR OTHER MAINTENANCE OPERATIONS. THE CEMETERY HAS REQUESTED THAT QUICK COUPLING VALVES BE INSTALLED IN A STANDARD VALVE BOX.
AIR VACUUM RELIEF (AVR) VALVE ASSEMBLY WILL BE CONTINUOUS ACTING, CAST IRON VALVE WHICH ALLOWS AIR TO ESCAPE THE MAINLINE PIPE WHEN FILLING OR AIR
TO ENTER WHEN DRAINING. AVR WILL BE INSTALLED AT HIGH POINT(S) IN THE MAINLINE.
CEMETERY STAFF HAS REQUESTED THAT MASTER VALVE AND FLOW SENSOR ASSEMBLY TO INDIVIDUAL SECTIONS NOT BE INSTALLED.
REMOTE CONTROL VALVE (RCV) ASSEMBLIES WILL BE RAIN BIRD PESB-PRS VALVES WITH PRESSURE REGULATION TO MATCH THE EXISTING VALVES AND TO BE
COMPATIBLE WITH THE NON-POTABLE WATER SOURCE.
SUBMAINLINE PIPE, FROM MAINLINE TO THE RCVS, WILL BE INSTALLED ALONG THE EDGE(S) OF THE EXISTING BURIAL SECTIONS. THE SUBMAINLINE PIPE WILL BE LOCATED APPROXIMATELY 15-FEET FROM THE EDGE OF THE EXISTING BURIALS. SUBMAINLINE PIPE WILL TYPICALLY BE SIZED 4-INCH TO ALLOW MULTIPLE ZONES TO BE OPERATED
SIMULTANEOUSLY.
LATERAL PIPE FROM A RCV TO THE SPRINKLERS WILL BE PVC CL 200 WITH SCH 40 PVC FITTINGS. LATERAL PIPE WILL BE SIZED PER IRRIGATION ASSOCIATION BMPS SUCH THAT THERE IS LESS THAN A 10% OF AVAILABLE PRESSURE FRICTION LOSS BETWEEN THE REMOTE CONTROL VALVE AND THE MOST DISTANT SPRINKLER.
SPRINKLERS FOR BURIAL SECTIONS WILL BE HUNTER I-25 GEAR DRIVEN ROTARY SPRINKLERS TO MATCH EXISTING. A SPRINKLER SPACING OF 60-FEET WILL BE USED IN THE EXISTING BURIAL SECTIONS. SPRINKLER SPACING WILL BE SELECTED TO ACHIEVE VA STANDARDS FOR DISTRIBUTION UNIFORMITY (GREATER THAN 85%) AND SCHEDULING COEFFICIENT (LESS THAN 1.2). ALL ROTARY SPRINKLERS WILL HAVE PLASTIC BODIES, BE GEAR DRIVEN WITH STAINLESS STEEL RISERS AND CHECK VALVES.
SPRINKLERS ALONG ROADWAY WILL BE INSTALLED 18-INCHES FROM THE EDGE OF THE ROAD AND WILL HAVE A CONCRETE COLLAR. OLDCASTLE BLOCK SPRINKLER TYPE
A MODEL M30SBA IS RECOMMENDED.
SPRINKLERS FOR THE EXISTING BURIAL SECTIONS WILL BE ALLOWED TO OVERSPRAY INTO THE ADJACENT WOODS. THIS ALLOWS CEMETERY STAFF TO ADJUST THE MOW LINE BETWEEN THE BURIAL SECTION AND THE WOODS. IF THE LAST SPRINKLER IS WITHIN 20-FEET OF THE EDGE OF THE BURIAL SECTION, IT WILL OVERSPRAY THE EDGE OF THE BURIAL SECTION AND A COMPLIMENTING PART CIRCLE SPRINKLER WILL NOT BE INSTALLED.
THE EXISTING BURIAL SECTIONS ARE MOSTLY 6'X10' GRAVES. SO, LATERAL PIPING WILL BE ROUTED IN THE SPACE AT THE FOOT OF GRAVES AT A DEPTH OF 18-INCHES.
SPRINKLERS WILL THEN BE ALIGNED WITH THE CENTERLINE OF THE AT GRADE MONUMENTATION OF THE ADJACENT GRAVES TO MINIMIZE BREAKAGE CAUSED BY
MOWERS. THE AT GRADE MONUMENTATION ALIGNS WITH THE HEAD OF THE CRYPTS.
IF NEEDED, RAIN BIRD 1800-PRS-SAM SPRAY SPRINKLERS WILL BE USED FOR SMALL TURF AREAS OR IN THE SHRUB BEDS.
THE FLOWER WATER STATION SPIGOT IS THE HAWS SPIGOT TO MATCH EXISTING. A CURB STOP VALVE AND ADJUSTABLE PRESSURE REGULATOR ARE TO BE PROVIDED
FOR CONNECTION TO IRRIGATION SUBMAINLINE PIPE.
ALL ASSEMBLIES ARE TO BE INSTALLED IN STANDARD OR JUMBO PLASTIC VALVE BOXES WITH BLACK LIDS BRANDED TO IDENTIFY THE ASSEMBLY.
AS NOTED ABOVE, CEMETERY STAFF WOULD LIKE TO UPGRADE ALL THE EXISTING CONTROLLERS TO A CLOUD BASED SYSTEM TO BE COMPLIANT WITH CURRENT VA STANDARDS. A BASELINE 3200S CONTROL SYSTEM IS RECOMMENDED. THIS IS A CLOUD BASED SYSTEM THAT OFFERS THE CAPABILITY OF A HYBRID CONTROLLER THAT
CAN USE EITHER CONVENTIONAL OR A TWO-WIRE DECODER SYSTEM.
CONTROLLER AND TWO-WIRE CABLE GROUNDING WILL BE PROVIDED PER MANUFACTURER'S RECOMMENDATIONS.
AN ADDITIONAL WATER SOURCE WILL BE NEEDED TO ENSURE PROPER IRRIGATION TO PHASE 3.
GENERAL DESCRIPTION LEGEND
1.5
SLEEVES PIPE: CL 200 PVC
NEW MAINLINE HDPE DR-11 PIPE
NEW LATERAL PIPE: CL 200 PVC
EXISTING MAINLINE
POINT-OF-CONNECTION (P.O.C.)
ISOLATION GATE VALVE ASSEMBLY
QUICK COUPLING ASSEMBLY
REMOTE CONTROL VALVE ASSEMBLY
POP-UP SHORT RADIUS ROTOR SPRINKLER HUNTER I-20-06-SS @ 65 PSI
NOZZLE FLOW(GPM) RADIUS(FEET)
1.5 1.9 32
POP-UP LARGE RADIUS ROTOR SPRINKLER HUNTER I-25-06-SS @75 PSI
NOZZLE FLOW(GPM) RADIUS(FEET)
28 26.9 68
NEW CONTROLLERS:
*MODEL: RAINBIRD ESP-LXME, 48 STATIONS, 120 VAC
*WALL MOUNT: LXMMSS
*MODEL: RAINBIRD ESP-LXD, 200 STATIONS, 120 VAC
*MODULES: ESPLXD-SM75 (QTY: 2)
*PEDESTAL MOUNT: LXMMSSPED
*MODEL: RAINBIRD ESP-LXME, 50 STATIONS, 120 VAC
*PEDESTAL MOUNT: LXMMSSPED
INDICATES CONTROLLER STATION NUMBER
INDICATES LATERAL DISCHARGE IN GPM
INDICATES REMOTE CONTROL VALVE SIZE IN INCHES
COMMUNICATION CABLE
PULL BOX
DECODER CABLE FUSE DEVICE
A
B C E
D
P
F
Q
FC PC
A1
1"
GENERAL NOTES
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.
IRRIGATION SITE IMPROVEMENTS GENERAL NOTES
AND LEGEND
JDL LKB
LI100
EXCAVATE AND EXPOSE THE EXISTING PVC MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN.
CONNECT TO THE EXISTING MAINLINE PIPE USING VAN STONE PVC SCH 40 FLANGE AND HDPE
ELECTROWELD HDPE FLANGED FITTING. BACKFILL HOLES, AND COMPACT TO MATCH EXISTING
CONDITIONS.
AIR VACUUM RELIEF VALVE ASSEMBLY LOCATION SHOWN IS APPROXIMATE. VERIFY THE LOCATION OF THE HIGHEST ELEVATION ON THE MAINLINE AND INSTALL THE AIR VACUUM RELIEF VALVE ASSEMBLY AT THE
HIGH POINT IN THIS AREA.
ROUTE IRRIGATION MAINLINE PIPE 2-FEET FROM EDGE OF PAVEMENT WHEN POSSIBLE. INSTALL VALVE BOXES ON MAINLINE PIPE IN THIS AREA PERPENDICULAR TO THE EDGE OF PAVEMENT AND MAINTAIN A UNIFORM DISTANCE OF APPROXIMATELY 3-FEET FROM THE VALVE BOX TO THE EDGE OF PAVEMENT.
CONNECT WATER FROM IRRIGATION MAINLINE TO FLOWER WATERING STATION IN APPROXIMATE LOCATION SHOWN. REFER TO FLOWER WATER STATION DETAIL LOCATED IN SITE FURNISHINGS FOR ADDITIONAL
DETAIL.
INSTALL NEW IRRIGATION CONTROLLER AT LOCATION IDENTIFIED ON PLANS. SEE ELECTRICAL PLANS FOR
POWER SUPPLY FROM COMMITTAL SHELTER. COORDINATE WITH ELECTRICAL CONTRACTOR.
MOUNT BATTERY OPERATED WIRELESS RAIN/FREEZE SENSOR TO TOP OF FENCE POST AT CORNER USING
RAIN/FREEZE SENSOR MOUNTING HARDWARE PROVIDED BY MANUFACTURER.
INSTALL TWO WIRE DECODER SURGE PROTECTION AND GROUNDING AT THE REMOTE CONTROL VALVE ASSEMBLY INDICATED. LAYOUT BASED ON CONTROL SYSTEM MANUFACTURER'S RECOMMENDATIONS.
PROVIDE AND INSTALL 2-INCH SLEEVE AT EACH HARDSCAPE CROSSING INTENDED FOR IRRIGATION WIRE ROUTING. EMPLOY HORIZONTAL BORING TECHNIQUES TO INSTALL SLEEVE UNDERNEATH HARDSCAPE.
TERMINATE SLEEVE ENDS 12-INCHES BEYOND THE EDGE OF PAVEMENT. COVER SLEEVE ENDS AND MARK
WITH TEMPORARY STAKES. REFER TO IRRIGATION SPECIFICATIONS FOR PIPE MATERIAL.
REPAIR GRAVEL PATHWAYS AND ROADS AFTER TRENCHING TO MEET OR EXCEED ORIGINAL CONDITIONS.
DOCUMENT EXISTING CONDITION OF PATHWAYS AND ROADS PRIOR TO PIPING INSTALLATION.
EXTEND TWO-WIRE CABLE TO EXISTING REMOTE CONTROL VALVES IN THIS LOCATION. REPLACE EXISTING
REMOTE CONTROL VALVE SOLENOIDS WITH RAIN BIRD IVM COMPATIBLE SOLENOIDS.
FLAG NOTES
EXCAVATE AND EXPOSE EXISTING PVC MAINLINE PIPE AND CONTROL WIRE. CUT PIPE AND CAP WITH PVC SHC 40 SOLVENT WELD CAP DURING CONSTRUCTION EXCAVATE 30-INCH OF TOW WIRE DECODER CABLE FROM THE DEMOLITION SIDE OF THE CUT, CAP WIRE WITH WATERPROOF WIRENUTS AND STORE IN A 30-INCH COIL
IN A STANDARD VALVE BOX OVER THE PVC PIPE CAP.
EXCAVATE AND EXPOSE THE EXISTING VALVES, LATERAL AND SPRINKLERS WITHIN THE BOUNDARY
INDICATED. DISPOSE OF DEMOLISHED EQUIPMENT LEGALLY OFF SITE.
D1
D2
DEMOLITION FLAG NOTES
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 A T I O
N
555 571
558 559
560 561
566567
532 533
522 523
525 526
536 537
546545
514 511
519 520
504 505
703704
713 714
739740
748 749
758 759
774775
780781
796 797
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1"
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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
IV
E
CO
M
M
IT
TA
L
LO
O
P
HONOR GUARD
BUILDING
WELL PUMP #1
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
WELL LOCATION SHOWN HAS NOT BEEN VERIFIED. WELL DRILLING AND TESTING WILL
BE FINALIZED AFTER THE BID DOCUMENTS. THE CALCULATED WELL WILL BE 8-INCH AT
100-FEET BELOW GRADE, SCREENED TO 90-FEET. THE OUTPUT IS EXPECTED TO BE 100
GPM AT A DISCHARGE PRESSURE OF 95 PSI. THE CALCULATED SUBMERSIBLE PUMP
HORSE POWER IS 20 HP AND THE PUMP WILL BE PRESSURE OPERATED AND VFD
CONTROLLED WITH A 50 GAL EXPANSION TANK.
THE ABOVE INFORMATION IS FOR COMPETITIVE BIDDING PURPOSES ONLY AND NOT
INTENDED FOR USE IN CONSTRUCTION. PUMP DETAILS AND SPECIFICATIONS WILL BE
PROVIDED AS AN ADDENDUM AFTER THE WELL TEST HAS BEEN COMPLETED.
APPROXIMATE LOCATION OF SIX (6) EXISTING VALVES
EXISTING IRRIGATION TO REMAIN
APPROXIMATE LOCATION OF TWENTY-SEVEN (27) EXISTING
VALVES, C1 THROUGH C27
3" 3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
1.5"
2.5"
1.5"
1.5"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
2.5"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
3"
2.5"
1.5"
3"
2.5"
1.5"
2.5"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
3"
1.5"
2.5"
1.5"
3" 1.5"
2.5"
1.5"
2"
1.5" 1.5"
1.25" 1"
1"
1"
1"
1"
1"
1.25"
1" 1"
1.25"
1"
1"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
2" 2"
3"
2.5" 1.5"
1.5"
1.5"
2.5" 2.5"
1.5"
1.5" 1.5"
3"
1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
1.5" 3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
1.5" 1.5"
2.5"
1.5"
1.5"
3"
2.5" 1.5"
1.5"
1.25" 1.25"
1"
1"
1"
1"
1"
1"
1"
1"
3"
2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
2.5"
2"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5" 1.5"
3"
1.5" 2.5"
1.5"
2.5" 1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3" 1.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"2.5" 1.5"
3"
3"2.5" 1.5"
3"
3"2.5" 1.5"
3"
3" 2.5" 1.5"
3"
3" 2.5" 1.5"
3"
3" 2.5" 1.5"
3"
1.5"
1.5"
1.5"
3"
2.5" 2.5" 1.5" 1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
2"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3" 2.5"
1.5"
3" 3"
2.5"
1.5"
3"
1.5"
2.5" 1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5" 3"
3"
2.5"
3"
3"
2.5"
2.5"
2.5"
2"
1.5"
1.25"1"
1"
1" 1"
1"
2"
1.5"
1"
3"
3" 1.5"
2.5" 1.5"
1.5"
2.5"
2.5"
1.5" 1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
2.5" 1.5"1.5"
1.5"
1.5"
3" 2.5"
1.5" 2.5"
1.5"
1.5"
3"
1.5" 2.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
2.5"
1.5"
3" 2.5"
1.5"
1.5"
1.5" 3"
2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
3"
3" 2.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5"
3"
3"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
1.5" 3"
2.5"
2.5" 1.5"
3"
1.5"
2.5"
2.5"
1.5"
3"
3" 2.5"
1.5"
3"
3"
2.5" 1.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
2.5"
2.5" 2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
3"
3" 2.5" 2.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3" 3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3" 1.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
3"1.5"
2.5"
2.5"
1.5"
3"
2.5" 1.5"
2.5" 1.5"
3"
3"
2.5"
1.5"
3"
1.5"
3"
2.5"
2.5"
1.5" 1.5"
3"
3"
2.5"
1.5"
1.5"
3" 2.5" 2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
1.5"
3"
2.5"
1.5"
1.5"
2.5" 1.5"
1.5" 1.5"
3"
3"
2.5"
1.5" 1.5"
3" 2.5"
2.5"
2.5"
1.5"
1.5"
3" 2.5"
2.5"
2.5"
1.5"
2.5"
1.5"
3"
3" 1.5"
1.5"
3"
3"
1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3" 1.5"
2.5"
2.5"
1.5" 2.5"
1.5"
1.5"
3"
2.5"
2.5"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"2.5"
2.5"1.5"1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
1"
1"
1"
1"
3"
3"
2.5"
2.5"
2.5"
1.5"
1.5"
1.5"
3"
2.5"
1.5"
3" 2.5"
2.5"
2.5"
1.5"
1.5"
1.5"
1.5"
2"
3"
3"
2.5"
1.5"
3"
3" 2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
2.5"
1.5"
3"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
2.5"
2.5"
1.5"2.5"
1.5"
3"3"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
3"
3"
2.5"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5" 2.5"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5" 2.5" 1.5"
3" 3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2"
1.25"
1.25"
1.25"
1"
1"
1.25"
1"
1"
3"
3" 1.5"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5" 1.5"
2.5"
1.5"
1.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
3"
2.5"2.5"
1.5"1.5"
1.5"
2.5"
2.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
2.5" 2.5"
1.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"2.5"
2.5"
1.5"
3"
3"
2.5"
2"
3"
2.5" 2.5"
2.5"
1.5"
1.5"
3"
1.5"
3"
2.5"
1.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5" 1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
3" 2.5"
2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
2.5"
2.5" 1.5"
1.5"
3"
2.5"
1.5"
3"
3"
3"
1.5"
1.5"
3"
2.5"
1.5"
3" 2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3" 3"
2.5"
1.5"
3"
3"
1.5"
2.5"
1.5"
1.5"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
4"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6"
6"
6"
2.5"
3" 3"
2.5"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5" 3"
3"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
3" 3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3" 3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5" 1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3" 1.5"
2.5"
1.5"
1.5"
3"
3"
28 28
28 28
1.5
1.5
1.5
1.51.5
1.5
1.51.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
W
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
Q
Q
E
B
C
D
F
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5
Q
P
P
P
P
Q
C70 2"
C69
2"
C68
2"
C67
2"
C66
2"
C65
1.5"
C64
1.5"
C63 1.5"
C62
1.5"
Q
Q
C61
2"
C60
2"
C59
2"
C58
2"
C57
2"
C56
2"
C55
2"
C54
1.5"
C53
1.5"
C50 1.5"
C51
2"
C52 1.5"
E113 1.5"
E114
2"
E115 2"
E105
2"
E104
2"
Q
E112 1.5"
E111
2"
E109
2"
E108
2"
E107
2"
E106
2"
Q
Q
Q
Q
Q
Q
Q
Q
Q
F1
2"
F3
1.5"
F4
2"
F5 2"
F6 2"
F9
2"
F10
2"
F11
2"
F12
2"
F13
2"
F14
2"
F18 2"
-F19
2"
F20
2"
F22
1.5"
F41
1"
F42
1"
F38
1.5"
F37
1.5"
F39
2"
F40
2"
F32
2"
F31
2"
F30
2"
F29
2"
F28
2"
F36
2"
F35
2"
F34
2"
F33 2"
F27
2"
F26 2"
F25
2"
F24 2"
F23
2"
Q
E22
2"
E21
2"
E20
2"
E19
2"
E18 2"
E17 2"
E16
2"
E6
1.5"
E5
1.5"
E4
2"
E2
2"
E3 2"
E1
1.5"
E7
2"
E8
2"
E9 2"
E10
1.5"
E11
2"
Q
E15
2"
E14
2"
E13 2"
E12
2"
Q
C71
2"
C72
2"
C73
2"
C74
2"
C75
2"
C79 2"
C78
2"
C77
1.5"
C76
2"
P
P
P
P
P
P
P
Q
Q
Q
Q
E47
2"
E48
2"
E49
2"
E50 2"
E31 2"
E32
2"
E30
2"
E29
2"
E28 2"
Q
Q
Q
Q
Q
Q
E88
2"
E89 2"
E90 2"
E91 2"
E87 2"
E86 2"
E85
2"
E67
2"
E66 2"
E65
2"
E42
2"
E41 2"
E40
2"
E39 2"
B55
2"
P
P
P
P
P
E84
2"
E83
1.5"
E82
1.5"
E81 2"
E80
2"
E78 2"
E60
2"
E61
2"
E62 2"
E63
2"
E79
2"
E57
2"
E58
2"
E59
2"
E27
1.5"
E26
2"
E25
2"
E23
1.5"
E24
2"
E46
1.5"
E45
2"
E44
2"
E43
2"
E110
2"
B42
2"
B43 2"
B44
2"
B45
2"
E103
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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:
BID DOCUMENT
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
Dwg. of 15FEBRUARY 13, 2026
0' 160'80' 320' 480'
1" = 160'
IRRIGATION SITE IMPROVEMENTS PLAN OVERVIEW
JDL LKB
LI101
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 A T I O
N
555 571
558 559
560 561
566567
532 533
522 523
525 526
536 537
546545
514 511
519 520
504 505
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31323130
10+00
11+00
12+00 13+00 14+00
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+0
17+00
17+82.78
PC = 10+56.57
PT = 12+38.98
PC
3+
.1
PT = 17+55.10
155�09 43"(
R= 30 0 .00
L= 18 2 .41
Ta n= 94 .1 2
190�00 00"(
R=2
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L =4 0 4
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Tan = 31
0 .
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22+00 23+00
24+00
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+0
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27+17.73
PC = 20+56.57
PT = 22+38.98
PC
3+
.5
PT = 26+87.60
1"
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3" 3"
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3"
1.5" 2.5" 1.5"
3" 3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2"
1.25"
1.25"
1.25"
1"
1"
1.25"
1"
1"
3"
3" 1.5"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5" 1.5"
2.5"
1.5"
1.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
3"
2.5"2.5"
1.5"1.5"
1.5"
2.5"
2.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
2.5" 2.5"
1.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"2.5"
2.5"
1.5"
3"
3"
2.5"
2"
3"
2.5" 2.5"
2.5"
1.5"
1.5"
3"
1.5"
3"
2.5"
1.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5" 1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
3" 2.5"
2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
2.5"
2.5" 1.5"
1.5"
3"
2.5"
1.5"
3"
3"
3"
1.5"
1.5"
3"
2.5"
1.5"
3" 2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3" 3"
2.5"
1.5"
3"
3"
1.5"
2.5"
1.5"
1.5"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
4"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6"
6"
6"
2.5"
3" 3"
2.5"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5" 3"
3"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
3" 3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3" 3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5" 1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3" 1.5"
2.5"
1.5"
1.5"
3"
3"
28 28
28 28
1.5
1.5
1.5
1.51.5
1.5
1.51.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.51.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
W
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
Q
Q
E
B
C
D
F
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5
Q
P
P
P
P
Q
C70
2"
C69
2"
C68
2"
C67 2"
C66 2"
C65
1.5"
C64
1.5"
C63
1.5"
C62
1.5"
Q
Q
C61
2"
C60
2"
C59
2"
C58
2"
C57
2"
C56
2"
C55
2"
C54
1.5"
C53
1.5"
C50
1.5"
C51
2"
C52
1.5"
E113
1.5"
E114
2"
E115
2"
E105
2"
E104
2"
Q
E112
1.5"
E111
2"
E109 2"
E108
2"
E107
2"
E106
2"
Q
Q
Q
Q
Q
Q
Q
Q
Q
F1
2"
F3
1.5"
F4 2"
F5
2"
F6
2"
F9
2"
F10
2"
F11
2"
F12 2"
F13 2"
F14
2"
F18 2"
-F19 2"
F20 2"
F22
1.5"
F41
1"
F42
1"
F38
1.5"
F37 1.5"
F39
2"
F40 2"
F32
2"
F31
2"
F30
2"
F29 2"
F28
2"
F36 2"
F35
2"
F34 2"
F33 2"
F27 2"
F26
2"
F25
2"
F24
2"
F23
2"
Q
E22 2"
E21 2"
E20 2"
E19 2"
E18
2"
E17
2"
E16
2"
E6
1.5"
E5
1.5"
E4
2"
E2
2"
E3
2"
E1
1.5"
E7
2"
E8 2"
E9 2"
E10
1.5"
E11
2"
Q
E15
2"
E14
2"
E13
2"
E12 2"
Q
C71
2"
C72 2"
C73
2"
C74
2"
C75 2"
C79
2"
C78
2"
C77
1.5"
C76 2"
P
P
P
P
P
P
P
Q
Q
Q
Q
E47 2"
E48
2"
E49
2"
E50
2"
E31
2"
E32
2"
E30
2"
E29
2"
E28
2"
Q
Q
Q
Q
Q
Q
E88
2"
E89
2"
E90
2"
E91
2"
E87 2"
E86 2"
E85 2"
E67
2"
E66
2"
E65
2"
E42 2"
E41
2"
E40 2"
E39 2"
B55 2"
P
P
P
P
P
E84 2"
E83 1.5"
E82
1.5"
E81
2"
E80 2"
E78
2"
E60
2"
E61
2"
E62
2"
E63
2"
E79
2"
E57
2"
E58
2"
E59
2"
E27
1.5"
E26
2"
E25 2"
E23
1.5"
E24
2"
E46 1.5"
E45
2"
E44
2"
E43
2"
E110
2"
B42
2"
B43
2"
B44 2"
B45
2"
E103
2"
E102
2"
E101
2"
E100
2"
E51 2"
E52
2"
E53
2"
E54
2"
E55
2"
E56
2"
E68
2"
E69
2"
E74 2"
E73 2"
E70
2"
E71
2"
E72
2"
E75 2"
E76
2"
E77
2"
E94 2"
E92
2"
E93
2"
B46
2"
B47
2"
B48 1.5"
B10 2"
B9
2"
B8 2"
B7
2"
E37 2"
E38 2"
B38
2"
B39 2"
B40
1.5"
B41
2"
B18
2"
B19
1.5"
B23
2"
B22
2"
B21
2"
E64
2"
Q
E36 2"
E35
1.5"
E34 2"
E33
2"
Q
Q
Q
C49 1.5"
C48 2"
C47
2"
C46
2"
C45
2"
C44
2"
C43
2"
C28 2"
C29
2"
C31 2"
C30
2"
C32
2"
C42
2"
C41
1.5"
C40
2"
C39
2"
C36
2"
C34
2"
C33
2"
C35 2"
C38
2"
C37
2"
E96 2"
E95
2"
E99 2"
E98 2"
E97 2"
B17 1.5"
B20 2"
B11 2"
B12
1.5"
B13
2"
B16
2"
B15 2"
B14
2"
B37
2"
B36
1.5"
B35
2"
B34 2"
B33 2"
B32 2"
B31
2"
B30
2"
B29 2"
B28
2"
B27
2"
B26
2"
B25 2"
B24
2"
B50 2"
B51
2"
B52 2"
B53
2"
B54 2"
B49
2"
4 4
F2 2"
F7
2"
F8
2"
F15
2"
- F16
2"
F17
2"
F21
2"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
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6"
6"
6"
6"
6"
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6"
6"
6" 6"
6"
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6"
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6" 6"
6"
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6" 6"6"
6"
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6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
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6"
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6"
6"
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6"
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6"
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6"
6"
6"
6"
6"
6"
6"
6"
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6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
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6"
6"
6"
6"
6"
6"
3"
3"
3"
3"
E
C
B
F
A
D
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:
BID DOCUMENT
909CM303
PROJECT
IMPROVEMENTS-DESIGN
FORT CUSTER CEMETERY
15501 DICKMAN ROAD, AUGUSTA, MI 49012
THE OFFICE OF DESIGN AND CONSTRUCTION
SERVICES, NATIONAL CEMETERY ADMINISTRATION
,668(' )2R %,' 01�30�2026 Dwg. of 15FEBRUARY 13, 2026
0' 160'80' 320' 480'
1" = 160'
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, * $ T , 2 1 $ 6 62C , $ T , 2
WELL PUMP #1
WELL PUMP #4
P
P
6"
6"
6"
6"
6"
6"
555 571
558 559
560 561
566567
532 533
522 523
525 526
536 537
546545
514 511
504 505
703704
713 714
748 749
774775
780781
796 797
949 950 f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f ê e e e e e e e e e e e e e e e e e e ee e e e e e e e e e e e e e e e e e e e e e e e e e e e e e ee e e e e ee e e e e e e e e e e e e e e e e e e e e ee e e e e e e e e e e e e e e e ee e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e ee e e e e e ee e e e e e e e e e e e e e e e e e e e ee e e e e e ee e e e e e ee e e e e eee e e e e e e e e e e e e e e e e e e f e e e e e e e e e e e e e e e e e e e ee e e e e e f e e e e e e e e e e e
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Æ
31323130
10+00
11+00
12+00 13+00 14+00
+0
+0
17+00
17+82.78
PC = 10+56.57
PT = 12+38.98
PC
3+
.1
PT = 17+55.10
N55�09
R= 3 0 0 .0 0
L =1 8 2 . 41
Ta n = 9 4 .1 2
N90�00
R= 2 0
5.
0 0
L= 4
. 9
Tan =3
1 0 .8
N23�11
22+00 23+00
24+00
+0
+0
27+00 27+17.73
PC = 20+56.57
PT = 22+38.98
PC
3+
.5
PT = 26+87.60
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
IV
E
CO
M
M
IT
TA
L
LO
O
P
HONOR GUARD
BUILDING
WELL PUMP #1
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
WELL LOCATION SHOWN HAS NOT BEEN VERIFIED. WELL DRILLING AND TESTING WILL
BE FINALIZED AFTER THE BID DOCUMENTS. THE CALCULATED WELL WILL BE 8-INCH AT
100-FEET BELOW GRADE, SCREENED TO 90-FEET. THE OUTPUT IS EXPECTED TO BE 100
GPM AT A DISCHARGE PRESSURE OF 95 PSI. THE CALCULATED SUBMERSIBLE PUMP
HORSE POWER IS 20 HP AND THE PUMP WILL BE PRESSURE OPERATED AND VFD
CONTROLLED WITH A 50 GAL EXPANSION TANK.
THE ABOVE INFORMATION IS FOR COMPETITIVE BIDDING PURPOSES ONLY AND NOT
INTENDED FOR USE IN CONSTRUCTION. PUMP DETAILS AND SPECIFICATIONS WILL BE
PROVIDED AS AN ADDENDUM AFTER THE WELL TEST HAS BEEN COMPLETED.
APPROXIMATE LOCATION OF SIX (6) EXISTING VALVES
EXISTING IRRIGATION TO REMAIN
APPROXIMATE LOCATION OF TWENTY-SEVEN (27) EXISTING
VALVES, C1 THROUGH C27
3" 3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
1.5"
2.5"
1.5"
1.5"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
2.5"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5" 2.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
3"
2.5"
1.5"
3" 2.5"
1.5"
2.5"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
3"
1.5"
2.5"
1.5"
3" 1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
1.5" 3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
1.5" 1.5" 2.5"
1.5"
1.5"
3"
2.5" 1.5"
1.5"
1.25" 1.25"1"
1"
1"
1"
1"
1"
1"
1"
3"
2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
2.5"
2"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5" 1.5"
3"
1.5" 2.5"
1.5"
2.5" 1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3" 1.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"2.5" 1.5"
3"
3"2.5"1.5"
3"
3"2.5"1.5"
3"
3" 2.5" 1.5"
3"
3" 2.5" 1.5"
3"
3" 2.5" 1.5"
3"
1.5"
1.5"
1.5"
3"
2.5" 2.5" 1.5" 1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
2"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3" 2.5"
1.5"
3" 3"
2.5"
1.5"
3"
1.5"
2.5" 1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5" 3"
3"
2.5"
3"
3"
2.5"
2.5"
2.5"
2"
1.5"
1.25"1"
1"
1" 1"
1"
2"
1.5"
1"
3"
3" 1.5"
2.5"1.5"
1.5"
2.5"
2.5"
1.5" 1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
3" 2.5"
1.5"1.5"
1.5"
1.5"
3" 2.5"
1.5" 2.5"
1.5"
1.5"
3"
1.5" 2.5"
1.5"
3"
3" 2.5"
1.5"
3"
2.5"
1.5"
3"
2.5"
1.5"
3" 2.5"
1.5"
1.5"
1.5" 3"
2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
3"
3" 2.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5"
3"
3"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
1.5" 3"
2.5"
2.5" 1.5"
3"
1.5"
2.5"
2.5"
1.5"
3"
3" 2.5"1.5"
3"
3"
2.5" 1.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
2.5"
2.5" 2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
3"
3" 2.5" 2.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3" 3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3" 1.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
3"1.5"
2.5"
2.5"
1.5"
3"
2.5" 1.5"
2.5"1.5"
3"
3" 2.5"
1.5"
3"
1.5"
3"
2.5"
2.5"
1.5" 1.5"
3"
3"
2.5"
1.5"
1.5"
3" 2.5" 2.5"
1.5"
1.5" 3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
1.5"
3"
2.5"
1.5"
1.5"
2.5" 1.5" 1.5" 1.5"
3"
3"
2.5"
1.5" 1.5"
3" 2.5"
2.5"
2.5"
1.5"
1.5"
3" 2.5" 2.5"
2.5"
1.5"
2.5"
1.5"
3"
3" 1.5"
1.5"
3"
3"
1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3" 1.5" 2.5"
2.5"
1.5" 2.5"
1.5"
1.5"
3"
2.5"
2.5"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"2.5"
2.5"1.5"1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
2.5"
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1.5"
1.5"
1.5"
3"
2.5"
1.5"
3" 2.5"
2.5"
2.5"
1.5"
1.5"
1.5"
1.5"
2"
3"
3"
2.5"
1.5"
3"
3" 2.5"
2.5"
1.5"
1.5"
3"
2.5"
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1.5"
2.5"
1.5"
3"
1.5"
1.5"
3"
2.5"
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1.5"
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3"
2.5"
1.5"
3"
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1.5"
3"
3"
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3"
2.5"
1.5"
3"
2.5"
1.5"
3"
2.5"
2.5"
1.5"2.5"
1.5"
3"3"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
3"
3"
2.5"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5" 2.5"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5" 2.5" 1.5"
3" 3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2" 1.25"
1.25"
1.25"
1"
1"
1.25"
1"
1"
3"
3" 1.5"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5" 1.5"
2.5"
1.5"
1.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
3"
2.5"2.5"
1.5"1.5"
1.5"
2.5"
2.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
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3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
2.5" 2.5"
1.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"2.5"
2.5"
1.5"
3"
3"
2.5"
2"
3"
2.5" 2.5"
2.5"
1.5"
1.5"
3"
1.5"
3"
2.5"
1.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5" 1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
3" 2.5"
2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
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3"
3"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
2.5"
2.5" 1.5"1.5"
3"
2.5"
1.5"
3"
3"
3"
1.5"
1.5"
3"
2.5"
1.5"
3" 2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3" 3"
2.5"
1.5"
3"
3"
1.5"
2.5"
1.5"
1.5"
2.5"
3"
3"
28 28
1.5
1.5
1.5
1.51.5
1.5
1.51.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
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1.5
1.5
1.5
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1.5
1.5
1.5
E
B
C
Q
C70
2"
C69 2"
C68 2"
C67
2"
C66 2"81
C65
1.5"
C64
1.5"
C63
1.5"
C62 1.5"54
Q
Q
C61 2"81
C60 2"81
C59 2"
C58 2"
C57
2"
C56
2"
C55 2"
C54 1.5"
C53 1.5"
C50
1.5"
C51 2"
C52
1.5"
E113 1.5"
E114
2"
E115 2"
E105 2"108
E104
2"
Q
E112
1.5"
E111 2"108
E109
2"
E108
2"
E107
2"
E106
2"
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
E22
2"
E21
2"
E20
2"
E19
2"
E18
2"
E17
2"
E16
2"
E6
1.5"
E5 1.5"54
E4
2"
E2 2"
E3
2"
E1
1.5"
E7
2"
E8
2"
E9 2"81
E10 1.5"
E11 2"
Q
E15 2"
E14 2"
E13 2"81
E12 2"81
Q
C71 2"81
C72
2"
C73
2"
C74
2"
C75
2"
C79 2"
C78
2"
C77 1.5"54
C76 2"
P
P
P
P
P
P
P
Q
Q
Q
Q
E47 2"
E48
2"
E49 2"81
E50 2"
E31
2"
E32 2"
E30
2"
E29 2"81
E28
2"
Q
Q
Q
Q
Q
Q
E88
2"
E89
2"81
E90
2"
E91
2"
E87
2"
E86 2"81
E85
2"
E67
2"
E66 2"
E65
2"
E42 2"81
E41
2"
E40
2"
E39 2"
B55 2"65
P
P
P
P
P
E84
2"
E83 1.5"
E82
1.5"
E81
2"
E80 2"
E78 2"
E60 2"81
E61 2"
E62
2"
E63
2"81
E79
2"
E57
2"
E58
2"81
E59 2"
E27 1.5"54
E26
2"
E25
2"81
E23 1.5"54
E24
2"
E46 1.5"
E45
2"
E44
2"
E43
2"
E110 2"
B42
2"
B43 2"
B44
2"
B45 2"
E103 2"
E102
2"
E101
2"
E100 2"108
E51
2"
E52
2"
E53
2"
E54 2"
E55
2"
E56
2"
E68 2"
E69
2"
E74
2"
E73
2"
E70
2"
E71 2"108
E72
2"
E75 2"108
E76
2"
E77
2"
E94
2"
E92 2"81
E93
2"
B46 2"
B47 2"108
B48
1.5"
B10
2"
B9
2"
B8 2"108
B7 2"
E37
2"
E38
2"
B38
2"
B39 2"
B40
1.5"
- B41 2"
B18
2"
B19
1.5"
B23
2"
B22
2"
B21
2"
E64 2"108
Q
E36 2"
E35
1.5"
E34 2"81
E33
2"
Q
Q
Q
C49
1.5"
C48
2"
C47 2"
C46
2"
C45
2"
-C44
2"
C43 2"108
C28
2"
C29
2"
C31 2"81
C30 2"
C32
2"
C42
2"
C41
1.5"
C40 2"81
C39
2"
C36
2"
C34
2"
C33 2"
C35
2"
C38
2"
C37
2"
E96 2"
E95
2"
E99 2"
E98 2"
E97 2"
B17
1.5"
B20
2"
B11
2"
B12
1.5"
B13
2"
B16 2"
B15
2"
- B14 2"
B37 2"108
B36 1.5"54
B35 2"108
B34 2"
B33 2"
B32 2"
B31
2"
B30
2"
B29 2"81
B28 2"
B27
2"
B26
2"
B25 2"108
B24
2"
B50
2"
B51 2"108
B52 2"
B53 2"
B54
2"
B49
2"
4 4
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
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6"
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6" 6"
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6"
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6"
6"
6"
6"
6"
6"
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6"
6"
6"
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6"
6"
6"
6" 6"
6"
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6"
6"
6"
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6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6"
6" 6"6"
6"
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6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"6" 6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
3"
3"
3"
3"
E
C
B
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:
BID DOCUMENT
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
Dwg. of 15FEBRUARY 13, 2026
0' 40'20' 80' 120'
1" = 40'
MATCHLINE SEE SHEET LI201 MATCHLINE SEE SHEET LI202
IRRIGATION SITE IMPROVEMENTS PLAN
JDL LKB
LI200
KEYMAP (N.T.S.)
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 A T I O
N
1"
F O R T C U S T E R D R I V E
SECTION 5B
SECTION 7
SECTION 6
SECTION Q
3" 3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
1.5"
2.5"
1.5"
1.5"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
2.5"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
3"
2.5"
1.5"
3"
2.5"
1.5"
2.5"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
3"
1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3" 1.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
Q
C70
2"
C69
2"
C68
2"
C67
2"
C66
2"
C65
1.5"
C64
1.5"
C63
1.5"
C62
1.5"
Q
C61
2"
C60
2"
C59
2"
C58
2"
C57
2"
C56
2"
C55
2"
C54
1.5"
C53
1.5"
C50
1.5"
C51
2"
C52
1.5"
Q
C71
2"
C72
2"
C73
2"
C74
2"
C75
2"
C79
2"
C78
2"
C77
1.5"
C76
2"
P
P
Q
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
555 571
558 559
560 561
566567
532 533
522 523
546545
514 511
519 520
504 505
703704
739740
748 749
774775
780781
796 797
941 946
949 950 f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f ê e e e e e e e e e ee e e e e e e e ee e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e ee e e e e e e e e e e e e e e e e e e e e ee e e e e e e e e e e e e e e e ee e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e ee e e e e e ee e e e e e e e e e e e e e e e e e e e ee e e e e e ee e e e e e ee e e e e eee e e e e e e e e e e e e e e e e e e f e e e e e e e e e e e e e e e e e e e ee e e e e e f e e e e e e e e e e e
à ó
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Æ
31323130
10+00
11+00
12+00
13+00 14+00
+0
+0
17+00
17+82.78
PC = 10+56.57
PT = 12+38.98
PC
3+
.1
PT = 17+55.10
N55�09
Ta n = 9 4 .1 2
N90�00
R =2
5.
0 0
L=4
. 9
Ta n =3
1 0 .8
N23�11
22+00 23+00
24+00
+0
+0
27+00 27+17.73
PC = 20+56.57
PT = 22+38.98
PC
3+
.5
PT = 26+87.60
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
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
WELL LOCATION SHOWN HAS NOT BEEN VERIFIED. WELL DRILLING AND TESTING WILL
BE FINALIZED AFTER THE BID DOCUMENTS. THE CALCULATED WELL WILL BE 8-INCH AT
100-FEET BELOW GRADE, SCREENED TO 90-FEET. THE OUTPUT IS EXPECTED TO BE 100
GPM AT A DISCHARGE PRESSURE OF 95 PSI. THE CALCULATED SUBMERSIBLE PUMP
HORSE POWER IS 20 HP AND THE PUMP WILL BE PRESSURE OPERATED AND VFD
CONTROLLED WITH A 50 GAL EXPANSION TANK.
THE ABOVE INFORMATION IS FOR COMPETITIVE BIDDING PURPOSES ONLY AND NOT
INTENDED FOR USE IN CONSTRUCTION. PUMP DETAILS AND SPECIFICATIONS WILL BE
PROVIDED AS AN ADDENDUM AFTER THE WELL TEST HAS BEEN COMPLETED.
APPROXIMATE LOCATION OF SIX (6) EXISTING VALVES
EXISTING IRRIGATION TO REMAIN
APPROXIMATE LOCATION OF TWENTY-SEVEN (27) EXISTING
VALVES, C1 THROUGH C27
3"3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
1.5"
2.5"
1.5"
1.5"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
2.5"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
3"
2.5"
1.5"
3"
2.5"
1.5"
2.5"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
3"
1.5"
2.5"
1.5"
3"1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
2.5"
1.5"
1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
1.5" 1.5" 2.5"
1.5"
1.5"
3"
2.5" 1.5"
1.5"
1.25" 1.25"
1"
1"
1"
1"
1"
1"
1"
1"
3"
2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
2.5"
2"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5" 1.5"
3"
1.5" 2.5"
1.5"
2.5" 1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3" 1.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"2.5" 1.5"
3"
3"2.5"1.5"
3"
3"2.5"1.5"
3"
3" 2.5" 1.5"
3"
3" 2.5" 1.5"
3"
3" 2.5" 1.5"
3"
1.5"
1.5"
1.5"
3"
2.5" 2.5" 1.5" 1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
2"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
3"
2.5"
1.5"
3"
3" 2.5"
1.5"
3"
3" 2.5"
1.5"
3" 3"
2.5"
1.5"
3"
1.5"
2.5" 1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5" 3"
3"
2.5"
3"
3"
2.5"
2.5"
2.5"
2"
1.5"
1.25"1"
1"
1" 1"
1"
2"
1.5"
1"
3"
3" 1.5"
2.5" 1.5"
1.5"
2.5"
2.5"
1.5" 1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
2.5" 1.5"1.5"
1.5"
1.5"
3" 2.5"
1.5" 2.5"
1.5"
1.5"
3"
1.5"2.5"
1.5"
3"
3" 2.5"
1.5"
3" 2.5"
1.5"
3"
2.5"
1.5"
3" 2.5"
1.5"
1.5"
1.5" 3"
2.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
2.5"
1.5" 1.5"
3"
3" 2.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5"
3"
3"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
1.5" 3"
2.5"
2.5"1.5"
3"
1.5"
2.5"
2.5"
1.5"
3"
3"2.5" 1.5"
3"
3"
2.5" 1.5"
1.5"
2.5"
2.5"
1.5"
3" 2.5"
2.5"
2.5" 2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
3"
3" 2.5" 2.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3" 1.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
3" 2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
3"1.5"
2.5"
2.5"
1.5"
3"
2.5" 1.5"
2.5"1.5"
3"
3" 2.5"
1.5"
3"
1.5"
3"
2.5"
2.5"
1.5" 1.5"
3"
3"
2.5"
1.5"
1.5"
3" 2.5" 2.5"
1.5"
1.5" 3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
1.5"
3"
2.5"
1.5"
1.5"
2.5" 1.5" 1.5" 1.5"
3"
3"
2.5"
1.5" 1.5"
3" 2.5"
2.5"
2.5"
1.5"
1.5"
3" 2.5" 2.5"
2.5"
1.5"
2.5"
1.5"
3"
3" 1.5"
1.5"
3"
3"
1.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"1.5" 2.5"
2.5"
1.5" 2.5"
1.5"
1.5"
3"
2.5"
2.5"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"2.5"
2.5"1.5"1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
2.5"
2.5"
1.5"
1.5"
1.5"
3"
2.5"
1.5"
3" 2.5" 2.5"
2.5"
1.5"
1.5"
1.5"
1.5"
2"
3"
3"
2.5"
1.5"
3"
3" 2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
1.5"
2.5"
1.5"
3"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
1.5"
2.5"
1.5" 3"
3"
2.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
2.5"
1.5"
3"
2.5"
2.5"
1.5"2.5"
1.5"
3"3"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
3"
3"
3"
2.5"
2.5"
1.5"
1.5"
3"
3"
2.5"
1.5" 2.5"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
3"
1.5" 2.5" 1.5"
3" 3"
2.5"
1.5"
3"
3"
2.5"
1.5"
2" 1.25"
1.25"
1.25"
1"
1"
1.25"
1"
1"
3"
3" 1.5"
2.5"
1.5"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
1.5" 1.5"
3"
2.5"
2.5"
1.5"
1.5"
3"
2.5"
2.5"
1.5"
1.5" 1.5"
2.5"
1.5"
1.5"
1.5"
2.5"
2.5"
1.5"
1.5"
1.5"
3"
2.5"2.5"
1.5"1.5"
1.5"
2.5"
2.5"
1.5"
2.5"
2.5"
1.5"
3"
2.5"
1.5"
1.5"
1.5"
1.5"
3"
3"
2.5"
1.5"
3"
3"
2.5"
1.5"
1.5"
2.5" 2.5"
1.5"
1.5"
1.5"
3"
2.5"
1.5"
3"
3"2.5"
2.5"
1.5"
3"
3"
2.5"
2"
3"
2.5" 2.5"
2.5"
1.5"
1.5"
3"
1.5"
3"
2.5"
1.5"
1.5"
2.5"
1.5"
3"
3"
2.5"
1.5"
2.5" 1.5"
3"
3"
2.5"
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