_20 LNC BD - PLANTING IRR pt1 (pg 139-149).pdf
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- Solicitation number
- 36C78626B0027
About this file
This document contains bid submittal plans and specifications for the Leavenworth National Cemetery Gravesite Expansion project, a U.S. Department of Veterans Affairs capital improvement project located at 150 Muncie Road, Leavenworth, Kansas 66048 (Project Number 897CM3025). The Architect/Engineer of Record is Anderson Engineering of Minnesota, LLC, with cost estimating provided by OCMI. The plans include comprehensive landscape, planting, and irrigation design for a cemetery expansion addressing new gravesite capacity through multiple phases of construction. The project encompasses overall planting plans, administration parking and cortege planting areas, gravesite expansion areas, columbarium enlargements, and administration building enlargement planting plans. Issue date is June 22, 2026, and the document is marked as "BID SUBMITTAL OF BID DOCUMENTS" with drawings numbered LP100 through LP402.
The irrigation design incorporates an automated landscape irrigation system utilizing Hunter brand components including 416 turf rotors, 131 remote control valves, quick coupler valves, backflow prevention systems, a 225-station decoder controller with cellular communication capability, and approximately 20,143 linear feet of PVC lateral line and 10,488 linear feet of mainline pipe. Construction requirements include mandatory hand-digging for irrigation installation in active cemetery burial areas with probing protocols to prevent exposure of human remains, coordination with cemetery staff and the Cemetery Director for work scheduling and section sequencing, restoration of disturbed areas, and protection of existing irrigation infrastructure. All work must occur during cemetery business hours (7:30 AM - 4:00 PM) unless specifically authorized, with additional coordination requirements around Veterans Day and active burial operations.
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Xref C:\Users\lcampoverde-loayza\Dow nloads\18704-A-R23_ Floor Plan - FIR
ST LEVEL PLAN-Electrical-2023-rvt-1- FIRST LEVEL PLAN.dwg
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ST LEVEL PLAN-18704_MEP_R23-rv t-1-FIRST LEVEL PLAN.dwg
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42A
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43A
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SECTION
MA
SECTION
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SECTION
SECTION
SECTION
28 SECTION
SECTION
SECTION
SECTION
SECTION
COMMITTAL
SHELTER
FLAG
POLE
ROSTRUM
SECTION
SECTION
SECTION
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53A
SECTION
SECTION
SECTION
SECTION
SECTION
58A
SECTION
SECTION
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SECTION
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72A
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
LAKE
JEANNETTE
COMMITTAL
SHELTER
MAIN
ENTRANCE
COMMITTAL
SHELTER
CURRENT
MAINTENANCE
FACILITY
UNDER
CONSTRUCTION
MAINTENANCE
FACILITY
APPROX. EXISTING
RAILROAD GATE ACCESS
VA MEDICAL
CENTER
COLUMBARIUM
COLUMBARIUM
2' -0
5'-0"
5'-0"
2'-0"
2' -0
"R5'-0"
R10'-0"
R10'-0"
R2'-0"
R10'-0"
R2'-0"
R10'-0"
R5'-0"
R2'-0"
2'-0"
2'-0"
R2'-0"
R2'-0"
2'-0"
2'-0"
R 2'-0"
R 2'-0"
R 1'-6"
R 2'-0"
R 2'-0"
R2'-0"
R2'-0"
2'-0"
2'-0"
2'-0"
N
0 150' 300'
SCALE:1
OVERALL PLANTING PLAN
1" = 150'
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O R
M
A
Fi le
P at h:
y
:\1
\1 v a nc a m id w es t -g ra ve si te e xp an si on le av en w or th k an sa s\ _0 la c ad fi le s\ _0 sh ee ts
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6/
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U.S. Department of Veterans Affairs
B
C
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A
B
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21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 LP100
138STST
OVERALL PLANTING PLAN
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING TREE MASSING
SOD
NATIVE SEED MIX
DRY POND SEED MIX
MINERAL ROCK MULCH
1-1/2" - 3" DIA.
LP101
LP102
KEYNOTES
LANDSCAPE METAL EDGER
MINERAL ROCK MULCH
ROOT BARRIER
SIGNAGE (SEE LK101)
6' BENCH (SEE LS100)
SEATWALL (SEE LS100)
FLOWER WATERING STATION
NOTES
1. RESTORE ALL DISTURBED AREAS TO
EXISTING CONDITIONS FOR WORK
WITHIN THIS EXISTING CEMETERY,
UNLESS OTHERWISE NOTED.
2. ALL NATIVE SEED AREAS WITH NO
PERMANENT IRRIGATION SYSTEM SHALL
RECEIVE TEMPORARY IRRIGATION FOR
ESTABLISHMENT, COORDINATE WITH
IRRIGATION CONTRACTOR.
RESTORE ALL DISTURBED AREAS
TO EXISTING CONDITIONS FOR
WORK WITHIN THIS EXISTING
CEMETERY, UNLESS OTHERWISE
NOTED.
RESTORE ALL DISTURBED AREAS
TO EXISTING CONDITIONS FOR
WORK WITHIN THIS EXISTING
CEMETERY, UNLESS OTHERWISE
NOTED.
RESTORE ALL DISTURBED AREAS
TO EXISTING CONDITIONS FOR
WORK WITHIN THIS EXISTING
CEMETERY, UNLESS OTHERWISE
NOTED.
RESTORE ALL DISTURBED AREAS
TO EXISTING CONDITIONS FOR
WORK WITHIN THIS EXISTING
CEMETERY, UNLESS OTHERWISE
NOTED.
STAMP
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DOWN
DOWN
B6
SS6
SS6
GSL
BENCH
BENCH
COUNTERTOP
TV
B6
B6
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CR CR
FEC
FEC
CEMETERY ENTRANCE RDCEMETERY RD
R5'-0"
R2'-0"
2' -0
2'-0"
R2'-0"
R 2'-0"
2'-0"
2' -0
R2'-0"
R2'-0"
R1'-6"
R2'-0"
R2'-0"
R2'-0"
R2'-0"
2' -0
2' -0
2' -0
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O
A
Fi le
P at h:
y
:\1
\1 v a nc a m id w es t -g ra ve si te e xp an si on le av en w or th k an sa s\ _0 la c ad fi le s\ _0 sh ee ts
\1
_l
_p la nt in g.
dw jfa hr en ka m d:
6/
/2
3:
lo t:6
/2 2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 LP101
139STST
ADMINISTRATION PARKING &
CORTEGE PLANTING PLAN
N
0 30' 60'
SCALE:1
ADMINISTRATION PARKING & CORTEGE PLANTING PLAN
1" = 10' (30" x 42" PAPER SIZE)
LP402
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
SOD
NATIVE SEED MIX
DRY POND SEED MIX
MINERAL ROCK MULCH
1-1/2"-3" DIA.
EXISTING ADMINBUILDING
EXISTING
SECTION 41
EXISTING
SECTION 42
EXISTING
SECTION 41A
EXISTING
SECTION 49
EXISTING
SECTION 41 CREMAINS
EXISTING
LAKE JEANNETTE
VA MEDICAL CENTER
KEYNOTES
LANDSCAPE METAL EDGER
MINERAL ROCK MULCH
ROOT BARRIER
SIGNAGE (SEE LK101)
6' BENCH (SEE LS100)
SEATWALL (SEE LS100)
FLOWER WATERING STATION
NOTES
1. RESTORE ALL DISTURBED AREAS TO
EXISTING CONDITIONS FOR WORK
WITHIN THIS EXISTING CEMETERY,
UNLESS OTHERWISE NOTED.
ROAD A
ROAD A
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O
A
Fi le
P at h:
y
:\1
\1 v a nc a m id w es t -g ra ve si te e xp an si on le av en w or th k an sa s\ _0 la c ad fi le s\ _0 sh ee ts
\1
_l
_p la nt in g.
dw jfa hr en ka m d:
6/
/2
3:
lo t:6
/2 2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 LP102
140STST
GRAVESITE EXPANSION
PLANTING PLAN
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
SOD
NATIVE SEED MIX
DRY POND SEED MIX
MINERAL ROCK MULCH
1-1/2"-3" DIA.
KEYNOTES
N
0 30' 60'
SCALE:1
GRAVESITE EXPANSION PLANTING PLAN
1" = 30' (30" x 42" PAPER SIZE)
LP401
IGC
SECTION 73
IGC
SECTION 74
IGC
SECTION 75
IGC
SECTION 76
COLUMBARIUM 3
NEW
STORM
POND
LANDSCAPE METAL EDGER
MINERAL ROCK MULCH
ROOT BARRIER
SIGNAGE (SEE LK101)
6' BENCH (SEE LS100)
SEATWALL (SEE LS100)
FLOWER WATERING STATION
NOTES
1. RESTORE ALL DISTURBED AREAS TO
EXISTING CONDITIONS FOR WORK
WITHIN THIS EXISTING CEMETERY,
UNLESS OTHERWISE NOTED.
2. ALL NATIVE SEED AREAS WITH NO
PERMANENT IRRIGATION SYSTEM SHALL
RECEIVE TEMPORARY IRRIGATION FOR
ESTABLISHMENT, COORDINATE WITH
IRRIGATION CONTRACTOR.
2' -0
5'-0"
5'-0"
2'-0"
2' -0
"R5'-0"
R10'-0"
R10'-0"
R2'-0"
R10'-0"
R2'-0"
R10'-0"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O
A
Fi le
P at h:
y
:\1
\1 v a nc a m id w es t -g ra ve si te e xp an si on le av en w or th k an sa s\ _0 la c ad fi le s\ _0 sh ee ts
\1
_l
_p la nt in g.
dw jfa hr en ka m d:
6/
/2
3:
lo t:6
/2 2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 LP401
141STST
COLUMBARIUM 4 ENLARGEMENT
PLANTING PLAN
N
0 10' 20'
SCALE:1
COLUMBARIUM 4 ENLARGEMENT PLANTING PLAN
1" = 10' (30" x 42" PAPER SIZE)
NEW STORM
POND
NEW
SECTION 75
5 5
NEW
SECTION 74
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
SOD
NATIVE SEED MIX
DRY POND SEED MIX
MINERAL ROCK MULCH
1-1/2"-3" DIA.
ROOT BARRIER
KEYNOTES
LANDSCAPE METAL EDGER
MINERAL ROCK MULCH
ROOT BARRIER
SIGNAGE (SEE LK101)
6' BENCH (SEE LS100)
SEATWALL (SEE LS100)
FLOWER WATERING STATION
NOTES
1. RESTORE ALL DISTURBED AREAS TO
EXISTING CONDITIONS FOR WORK
WITHIN THIS EXISTING CEMETERY,
UNLESS OTHERWISE NOTED.
2. ALL NATIVE SEED AREAS WITH NO
PERMANENT IRRIGATION SYSTEM SHALL
RECEIVE TEMPORARY IRRIGATION FOR
ESTABLISHMENT, COORDINATE WITH
IRRIGATION CONTRACTOR.
Xref C:\Users\lcampoverde-loayza\Downloads\18704-A-R23_ Floor Plan - FIRST LEVEL PLAN-Electrical-2023-rvt-1-FIRST LEVEL PLAN.dwg Xref C:\Users\lcampoverde-loayza\Downloads\18704-A-R23_ Floor Plan - FIRST LEVEL PLAN-Mechanical-2023-rvt-1-FIRST LEVEL PLAN.dwg Xref C:\Users\lcampoverde-loayza\Downloads\18704-A-R23_ Floor Plan - FIRST LEVEL PLAN-Structural-2023-rvt-1-FIRST LEVEL PLAN.dwg Xref C:\Users\lcampoverde-loayza\Downloads\18704-A-R23_ Floor Plan - FIRST LEVEL PLAN-18704_MEP_R23-rvt-1-FIRST LEVEL PLAN.dwg
R5'- 0"
R2'- 0"2' -0
2'-0"
R2'- 0"
R2'-0"
2'-0"
2' -0
R2'-0"
R2'-0"
R1'-6"
R2'-0"
R2'-0"
R2'-0"
R2'- 0"
2' -0
2' -0
2' -0
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O
A
Fi le
P at h:
y
:\1
\1 v a nc a m id w es t -g ra ve si te e xp an si on le av en w or th k an sa s\ _0 la c ad fi le s\ _0 sh ee ts
\1
_l
_p la nt in g.
dw jfa hr en ka m d:
6/
/2
3:
lo t:6
/2 2/
:0
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 LP402
142STST
ADMINISTRATION BUILDING
ENLARGEMENT PLANTING PLAN
N
0 5' 10'
SCALE:1
ADMINISTRATION BUILDING ENLARGEMENT PLANTING PLAN
1" = 5' (30" x 42" PAPER SIZE)
2 1
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
SOD
NATIVE SEED MIX
DRY POND SEED MIX
MINERAL ROCK MULCH
1-1/2"-3" DIA.
ROOT BARRIER
KEYNOTES
LANDSCAPE METAL EDGER
MINERAL ROCK MULCH
ROOT BARRIER
SIGNAGE (SEE LK101)
6' BENCH (SEE LS100)
SEATWALL (SEE LS100)
FLOWER WATERING STATION
SPLASH BLOCK (SEE 4/LK508)
NOTES
1. RESTORE ALL DISTURBED AREAS TO
EXISTING CONDITIONS FOR WORK WITHIN
THIS EXISTING CEMETERY, UNLESS
OTHERWISE NOTED.
2. COR TO REVIEW AND APPROVE FINAL
LOCATION AND ORIENTATION FOR SPLASH
BOCKS. COORDINATE LOCATIONS WITH
BUILDING DOWNSPOUTS FOR DRAINAGE
TO FLOW AWAY FROM BUILDING
FOUNDATION IN ALL DIRECTIONS.
1. ALL 120 V.A.C. POWER SPLICES AT FIELD SATELLITES. BY LICENSED ELECTRICIAN. AS PER CODE.
2. ALL POWER WIRE TAPS AND CONNECTIONS SHALL CONFORM TO WITH LOCAL AND STATE CODES AND
PERFORMED BY LICENSED ELECTRICIAN.
3. 24" LOOP OF WIRE LOCATED AT EACH ELECTRIC VALVE.
4. ALL 24 V.A.C. SECONDARY WIRING SHALL BE #14 LATERAL #12 TRUNK FOR BURIAL APPLICATIONS.
5. ALL WIRE SHALL HAVE ENOUGH SLACK AS TO ACCOMMODATE FOR EXPANSION AND/OR CONTRACTION.
6. ALL WIRE TO BE UL APPROVED FOR DIRECT BURIAL.
7. ALL 120 V.A.C. PRIMARY, AND 24 V.A.C. SECONDARY POWER TO BE INSTALLED AS PER STATE AND
LOCAL CODES. SIZED AS PER PLAN WITH GROUND WIRE; MEETING N.E.C. REQUIREMENTS.
8. #14 YELLOW TRACER WIRE IN SAME TRENCH AS POWER WIRE AND LABELED IN FIELD SATELLITE.
1. ALL MANUFACTURER'S INTELLIGENT STATION MODULES SHALL HAVE INDIVIDUAL ADDRESS STATION
OUTPUT (SEE NOTE #5 IN THIS SECTION)
2. BASE BID TO INSTALL EACH GROUND PLATE ASSEMBLY 4'-0" TO 8'-0" FROM LINE (REFER TO DETAILS
AND LEGEND). DO NOT INSTALL IN THE SAME TRENCH AS WIRE PATH.
3. INSTALL GROUNDING ASSEMBLY NO FURTHER THAN MANUFACTURERS RECOMMENDED DISTANCES
FOR ANY INTELLIGENT STATION MODULES AND OR ACTUATORS.
4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH ALL MANUFACTURERS CURRENT
SPECIFICATIONS AND LOCAL CODES.
5. SUPPORTING DISTRIBUTOR TO KEEP SEQUENCING/STATION NUMBERS CURRENT AND PROGRAM
CENTRAL DURING IRRIGATION INSTALLATION AS PART OF BASE BID. SEQUENCING SHEETS SUPPLIED
BY IRRIGATION CONSULTANT.
1. ALL PRODUCT APPLICATIONS AND INSTALLATIONS MUST MEET MANUFACTURER'S REQUIREMENTS.
2. FLOW RATES THROUGH PVC PIPING NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS.
3. SPRINKLER SPACING BASED ON CURRENT SITE CONDITIONS. SOME NOZZLE/ARC ADJUSTMENTS MAY
BE REQUIRED IN THE FIELD.
4. PIPING AS SHOWN IS DIAGRAMMATIC IN NATURE. ALL PIPING TO BE LOCATED WITHIN OWNER'S
PROPERTY LINES AND COORDINATED WITH SITE CONDITIONS AND UTILITIES.
5. CONTRACTOR IS RESPONSIBLE FOR PROPER OPERATION OF IRRIGATION SYSTEM. SYSTEM SHALL NOT
EXCEED MANUFACTURER'S RECOMMENDATIONS AND SHALL WATER ALL LANDSCAPED AREAS NOTED.
IRRIGATION PLAN IS INTENDED TO INCLUDE EVERYTHING NECESSARY TO THE PROPER OPERATION OF
SAID IRRIGATION SYSTEM. IF ADJUSTMENTS ARE REQUIRED, CONTRACTOR SHALL MAKE
ADJUSTMENTS FOR SAME.
6. IRRIGATION PLANS SHALL HAVE PRECEDENCE OVER IRRIGATION SPECIFICATIONS. ANY
DISCREPANCIES BETWEEN THESE TWO DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE
OWNERS REPRESENTATIVE BEFORE BID DUE DATE.
7. IT IS THE INTENT TO KEEP IRRIGATION WATER OFF OF ALL BUILDINGS, SIDEWALKS, SIGNS AND PARKING AREAS. IT WILL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FIELD TUNE EACH SPRINKLER AS TO KEEPING IRRIGATION ADJUSTED TO LANDSCAPED AREAS ONLY. IT WILL ALSO
BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO SUPPLY THE OWNER WITH AN
OPERATING SCHEDULE THAT WORKS WITH EXISTING PLANS AND ANY FIELD ADJUSTMENTS.
8. IT IS THE INTENT OF THE IRRIGATION DESIGN TO ACHIEVE HEAD TO HEAD COVERAGE IN ALL LANDSCAPED AREAS AND TO MATCH SOIL AND PLANT MATERIAL WATERING NEEDS. IT WILL BE THE
RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ADJUST FOR SAME.
9. IRRIGATION CONTRACTOR TO LOCATE VALVE BOXES AWAY FROM ROAD/CURB AND AWAY FROM
GRAVE SITES SO THEY ARE LESS VISUAL WHERE APPLICABLE.
10. IRRIGATION CONTRACTOR SHALL PROVIDE OWNERS REPRESENTATIVE WITH ALL SHOP DRAWINGS
AND SUBMITTALS OF PROPOSED IRRIGATION SYSTEM BEFORE INSTALLATION.
11. ALL PIPING SHALL BE INSTALLED A MINIMUM OF 1'-0" FROM EDGE OF CONCRETE CURBS, ETC.
12. CONTRACTOR TO COORDINATE ALL SITE UTILITIES, SIGNAGE AND TREE PLANTINGS PRIOR TO
INSTALLATION.
1. ALL PIPING FITTINGS SHALL BE OF PVC TYPE ON MAIN LINE.
2. ALL SUB MAIN LINE PIPING FITTINGS SHALL BE THRUST BLOCKED AND OR JOINT RESTRAINED AT ALL
CHANGES OF DIRECTION - SEE DETAIL AND JOINT RESTRAINT NOTES.
3. LATERAL ZONES ARE 1" UNLESS NOTED.
DESIGN NOTES:
ELECTRICAL NOTES:
PLUMBING NOTES:
PROGRAM NOTES (TWO-WIRE):
1. CEMETERY HOURS ARE 7:30AM - 4:00PM. ALL WORK SHALL COMMENCE WITHIN THE CEMETERY
HOURS UNLESS EXPRESSLY AUTHORIZED BY CEMETERY DIRECTOR AND COR.
2. CONTRACTOR SHALL COORDINATE WITH CEMETERY DIRECTOR ON WORK SCHEDULE FOR THE
WEEK PRECEDING VETERAN'S DAY HOLIDAY. WORK AREAS WILL BE REQUIRED TO BE SECURED,
MADE SAFE, AND CLEARED OF ALL DEBRIS AND MATERIALS PRIOR TO VETERAN'S DAY HOLIDAY TO
FACILITATE CEMETERY OPERATIONS DURING VETERAN'S DAY EVENTS.
3. CONTRACTOR SHALL REPLACE IN KIND ANY AREAS DAMAGED OR REMOVED DUE TO
CONSTRUCTION TRAFFIC AND IRRIGATION INSTALLATION AT NO COST TO THE GOVERNMENT.
4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS NEEDED THROUGHOUT THE
PROJECT DURATION TO LIMIT EROSION AND PROTECT EXISTING FACILITIES.
5. PROTECT IN-SERVICE LANDSCAPE IRRIGATION INFRASTRUCTURE AND CONDUCT ALL WORK IN A MANNER THAT DOES NOT INTERRUPT ANY LANDSCAPE IRRIGATION OPERATION OUTSIDE OF THIS PROJECT LIMITS. THIS WILL INCLUDE REGULAR COORDINATION WITH GROUNDS STAFF, CEMETERY
DIRECTOR, AND COR TO ENSURE NORMAL OPERATIONS THROUGHOUT CONSTRUCTION.
6. PROTECT IN PLACE ALL TREES TO REMAIN.
7. ANY IRRIGATION SYSTEM SHUTDOWNS, SHOULD THEY BE REQUIRED, ARE TO BE COORDINATED
WITH CEMETERY DIRECTOR AND COR 48 HOURS PRIOR TO SHUTDOWN.
8. GRAVESITE EXPANSION DESIGN INCLUDES CONSIDERATION FOR WATER-EFFICIENT PRACTICES
INCLUDING BUT NOT LIMITED TO PRESSURE REGULATION, MATCHED APPLICATION RATES,
TOPOGRAPHICAL CONSIDERATIONS AND SCHEDULING PRACTICES.
9. NEWLY INSTALLED IRRIGATION SHALL BE DOCUMENTED AND PROGRAMMED INTO THE COMPUTER
DATABASE BY THE SELECTED INSTALLER UNDER THE DIRECT SUPERVISION OF THE OWNER AND
SHALL INCLUDE ALL AREAS OF IMPROVEMENTS TO EXISTING CONTROLLERS AND CONTROLS AND
ALL NEWLY INSTALLED IRRIGATION INFRASTRUCTURE.
10. SHOULD ANY ON-SITE ACTIVITY, INCIDENT, EMERGENCY, OR DISASTER RESULT IN EXPOSURE AND/OR DAMAGE TO ANY REMAINS, CONTAINER FOR REMAINS (I.E., CASKET OR URN), OR OUTER
BURIAL CONTAINER, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CEMETERY DIRECTOR,
THE COR, AND/OR THE CO; TAKE IMMEDIATE STEPS TO PROTECT AND RENDER SAFE ANY EXPOSED
REMAINS; AND STOP ANY FURTHER WORK THAT COULD AFFECT THOSE REMAINS OR GRAVE SITE
UNTIL THE CEMETERY DIRECTOR PROVIDES THE CONTRACTOR GUIDANCE REGARDING
DISPOSITION OF THE REMAINS AND PERMISSION TO PROCEED.
11. ALL WORK SHALL BE COORDINATED WITH LEAVENWORTH NATIONAL CEMETERY DIRECTOR TO AIDE IN ACTIVE BURIAL SERVICE COORDINATION. THIS INCLUDES BUT IS NOT LIMITED TO SECTION
SEQUENCING, STAGING, AND WORK TAKING PLACE IMMEDIATELY ADJACENT TO BURIAL
OPERATIONS. CONSTRUCTION ACTIVITY SHALL HALT WHEN REQUESTED DUE TO ONGOING BURIAL ACTIVITIES NEAR ACTIVE CONSTRUCTION SITES. IT IS ANTICIPATED TO HAVE DAILY COORDINATION
WITH CEMETERY DIRECTOR TO COORDINATE BURIAL OPERATIONS WITH ACTIVE CONSTRUCTION.
12. ALL IRRIGATION COMPONENT LOCATIONS SHALL BE LOCATED/STAKED FROM THE DESIGN
INFORMATION BY A LICENSED SURVEYOR (DRAWING FILES AVAILABLE BY REQUEST), AND AS-BUILT
LOCATIONS SHALL BE REQUIRED AS WORK PROGRESSES (ESPECIALLY UNDERGROUND PIPE
BENDS) PRIOR TO CLOSING OF TRENCHES.
13. IRRIGATION IN EXISTING CEMETERIES SHALL REQUIRE MANDATORY PROBING PROTOCOL
IMPLEMENTED PRIOR TO ALL IRRIGATION PIPE PLACEMENT ACTIVITIES, AND DAILY
PRECONSTRUCTION PROGRESS MEETING TO REDUCE RISK.
1. ALL IRRIGATION INSTALLATION, INCLUDING BUT NOT LIMITED TO INSTALLATION OF LATERAL, MAINLINE, SUB-MAIN, CONTROLLER WIRE, SPRINKLER HEADS, SHALL BE PERFORMED BY HAND DIG.
2. MACHINE TRENCHING WILL BE ALLOWED ON A TRIAL BASIS GIVEN THE FOLLOWING CRITERIA ARE
MET:
A. CEMETERY DIRECTOR OR THEIR DESIGNEE VERIFY SECTION OR PORTION OF SECTION WHERE
MECHANICAL EQUIPMENT IS PROPOSED FOR TRENCHING IS CLEAR OF POTENTIAL KNOWN
CONFLICTS.
B. HAND-PROBING IS CONDUCTED IN THE PRESENCE OF CEMETERY STAFF A MAXIMUM OF 3-FEET
ON CENTER ALONG PROPOSED MACHINE ROUTE, PROBING THE CENTER AND EACH EDGE OF
PROPOSED TRENCH WIDTH, TO VERIFY NO REMAINS, OR REMAINS CONTAINER, ARE PRESENT
WITHIN 24” OF SURFACE.
C. PROPOSED EQUIPMENT USED FOR TRENCHING IS TO BE APPROVED BY CEMETERY DIRECTOR
OR THEIR DESIGNEE AND COR PRIOR TO USE.
D. MACHINE TRENCHING IS LIMITED TO WHAT CAN BE INSTALLED AND RESTORED WITHIN THAT
WORKDAY.
E. NO MACHINE TRENCHING IS ALLOWED WITHIN SECTIONS OR AREAS THE CEMETERY DIRECTOR
OR THEIR DESIGNEE HAS DETERMINED HAS HIGH RISK OF CONFLICTS.
3. ALL IRRIGATION INSTALLATION SHALL RESTORE TURF IMMEDIATELY AFTER INSTALLATION AS
PRACTICAL.
4. TRENCHING FOR IRRIGATION INSTALLATION SHALL BE LIMITED IN SCOPE TO THE AMOUNT OF PIPE, HEADS, CONTROL WIRE, ETC. THAT CAN BE INSTALLED WITHIN THE WORKDAY. ALL DISTURBED
AREAS ARE TO BE RESTORED PRIOR TO THE FINISH OF THE WORKDAY.
ADDITIONAL PROJECT REQUIREMENTS:
ALTERNATE METHOD OF INSTALLATION [BURIAL SITES]:
NOTE: ALL QUANTITIES ARE FOR REFERENCE ONLY. CONTRACTOR RESPONSIBLE FOR
ACTUAL COUNTS.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
HUNTER I-25-06-SS
TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL
CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.
STANDARD NOZZLE.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
HUNTER ICV-G-DC WITH ACCU-SYNC-ADJ
1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE
CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT
THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL
USE. WITH DC LATCHING SOLENOID FACTORY INSTALLED
OPTION. PROVIDE ACCU-SYNC-ADJ PRESSURE
REGULATOR.
HUNTER HQ-5RC
QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED
BRASS AND STAINLESS STEEL, WITH 1IN. NPT INLET,
1-PIECE BODY.
RT/RW ISOLATION VALVE - LINE SIZED 42
AIR RELIEF VALVE
BERMAND C30 2" AIR/VACUUM RELIEF VALVE
FIELD LOCATE AT HIGH ELEVATION POINTS ON PROPERTY.
DRAIN VALVE (2")
FIELD LOCATE AT LOW ELEVATION POINTS ON PROPERTY.
PLUMBED TO DAYLIGHT.
FEBCO LF909 6"
REDUCED PRESSURE BACKFLOW PREVENTER LOCATED IN
VAULT.
HUNTER A2C-225D-M
225-STATION DECODER CONTROLLER WITH (2) A2C-D75
MODULES IN AN OUTDOOR METAL WALL MOUNT
ENCLOSURE. PROVIDE A2C-LTEM CELLULAR
COMMUNICATION MODULE. PROVIDE PED-SS STAINLESS
STEEL PEDESTAL MOUNT. PROVIDE ANT-EXT-KIT ANTENNA
EXTENSION KIT FOR CELLULAR.
HUNTER WSS-SEN
WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR
INTERFACE. INCLUDES GUTTER MOUNT BRACKET.
HUNTER CENTRALUS
REMOTE IRRIGATION MANAGEMENT, PROGRAMMING AND
COMMUNICATIONS PLATFORM. DESIGNED FOR CLOUD
BASED REMOTE PROGRAMMING. COMPUTER TO BE
PROVIDED BY OWNER.
FLOWER WATERING STATION
SEE MECHANICAL PLANS
GROUNDING LOCATION
WITH 36" GROUND PLATE, ROD AND GROUND
ENHANCEMENT MATERIALS OR AS PER MANUFACTURER
RECOMMENDATIONS
PAIGE 270-RCX RE-ENTERABLE CONNECTOR
WITH 36" GROUND PLATE, ROD AND GROUND
ENHANCEMENT MATERIALS OR AS PER MANUFACTURER
RECOMMENDATIONS
POINT OF CONNECTION 8"
[AS PER LOCAL CODES AND AHJ]
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 20,143 LF
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 10,488 LF
PIPE SLEEVE: PVC C900 DR 18 CLASS 235
(TWO SIZES LARGER THAN PIPE CARRIED)
275.2 LF
A
D
BF
C
WS
CC
FW
POC
Valve Number
Valve Flow
Valve Size
Valve Callout
IRRIGATION SCHEDULE
PAIGE - MAXI COMM. CABLE [TWO WIRE CABLE] #12
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O
A
Fi le
P at h:
z
:\d es ig n pr oj ec ts
\le av en w or th n c\
- d ra w in gs
\le av en w or th n c irr ig at io n.
dw ch ris m er te n d:
6/
/2
:0
PM
lo t:6
/1 7/
:5
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 IR001
###CJMCJM
GENERAL IRRIGATION NOTES
A S I C
PROFESSIONAL
IRRIGATION
CONSULTANT Page 144 of 247
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
HUNTER I-25-06-SS
TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL
CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.
STANDARD NOZZLE.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
HUNTER ICV-G-DC WITH ACCU-SYNC-ADJ
1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE
CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT
THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL
USE. WITH DC LATCHING SOLENOID FACTORY INSTALLED
OPTION. PROVIDE ACCU-SYNC-ADJ PRESSURE
REGULATOR.
HUNTER HQ-5RC
QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED
BRASS AND STAINLESS STEEL, WITH 1IN. NPT INLET,
1-PIECE BODY.
RT/RW ISOLATION VALVE - LINE SIZED 42
AIR RELIEF VALVE
BERMAND C30 2" AIR/VACUUM RELIEF VALVE
FIELD LOCATE AT HIGH ELEVATION POINTS ON PROPERTY.
DRAIN VALVE (2")
FIELD LOCATE AT LOW ELEVATION POINTS ON PROPERTY.
PLUMBED TO DAYLIGHT.
FEBCO LF909 6"
REDUCED PRESSURE BACKFLOW PREVENTER LOCATED IN
VAULT.
HUNTER A2C-225D-M
225-STATION DECODER CONTROLLER WITH (2) A2C-D75
MODULES IN AN OUTDOOR METAL WALL MOUNT
ENCLOSURE. PROVIDE A2C-LTEM CELLULAR
COMMUNICATION MODULE. PROVIDE PED-SS STAINLESS
STEEL PEDESTAL MOUNT. PROVIDE ANT-EXT-KIT ANTENNA
EXTENSION KIT FOR CELLULAR.
HUNTER WSS-SEN
WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR
INTERFACE. INCLUDES GUTTER MOUNT BRACKET.
HUNTER CENTRALUS
REMOTE IRRIGATION MANAGEMENT, PROGRAMMING AND
COMMUNICATIONS PLATFORM. DESIGNED FOR CLOUD
BASED REMOTE PROGRAMMING. COMPUTER TO BE
PROVIDED BY OWNER.
FLOWER WATERING STATION
SEE MECHANICAL PLANS
GROUNDING LOCATION
WITH 36" GROUND PLATE, ROD AND GROUND
ENHANCEMENT MATERIALS OR AS PER MANUFACTURER
RECOMMENDATIONS
PAIGE 270-RCX RE-ENTERABLE CONNECTOR
WITH 36" GROUND PLATE, ROD AND GROUND
ENHANCEMENT MATERIALS OR AS PER MANUFACTURER
RECOMMENDATIONS
POINT OF CONNECTION 8"
[AS PER LOCAL CODES AND AHJ]
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 20,143 LF
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 10,488 LF
PIPE SLEEVE: PVC C900 DR 18 CLASS 235
(TWO SIZES LARGER THAN PIPE CARRIED)
275.2 LF
A
D
BF
C
WS
CC
FW
POC
Valve Number
Valve Flow
Valve Size
Valve Callout
IRRIGATION SCHEDULE
PAIGE - MAXI COMM. CABLE [TWO WIRE CABLE] #12
FL
FL
FL
FL
FL
DO
W
N
DO
W
N
SE
CT
IO
N
OBELISK
OFFICERS
COMMITTAL
SHELTER
FLAG
POLE
ROSTRUM
LAKE
JEANNETTE
COMMITTAL
SHELTER
MAIN
ENTRANCE
COMMITTAL
SHELTER
CURRENT
MAINTENANCE
FACILITY
UNDER
CONSTRUCTION
MAINTENANCE
FACILITY
RAILROAD
GATE
ACCESS
CEMETERY
CARETAKERS
GROUNDS
VA MEDICAL
CENTER
OVERLOOK DRIVE
CEMETERY LOOP ROAD
FW
A
C
4"
2"
4"
4"
4"
4"
4"
2"
4"
4"
4"
2"
2"
C
WS
CONNECT TO EXISTING WATER
SOURCE. PROVIDE NEW BACKFLOW
PREVENTER. LOCATE IN VAULT. AS
PER LOCAL CODES AND AHJ.
CC
EXISTING HYDRANT SYSTEM
TO REMAIN. SHOWN FOR
REFERENCE
PO
C
BF
QCV FOR
WINTERIZATION
A
A
A
A
D
D
D
D
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O
A
Fi le
P at h:
z
:\d es ig n pr oj ec ts
\le av en w or th n c\
- d ra w in gs
\le av en w or th n c irr ig at io n.
dw ch ris m er te d:
6/
/2
:0 lo t:6
/1 7/
:5
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 IR100
###CJMCJM
OVERALL IRRIGATION PLAN
N
0 150' 300'
SCALE:1
OVERALL IRRIGATION PLAN
1" = 150'-0"
IR102 IR103
IR104 IR105 IR106
IR107 IR108
IR109 IR110
IR101
A S I C
PROFESSIONAL
CONSULTANT Page 145 of 247
FW
2"
1"
2"
2"
1"
2"
2"
2"
1"
2"
2"
2"
1"
2"
2"
1"
2"
1"
2"
2"
2"
1"
1" 2"
1"
1"
2"
1"
2"
2"
2"
1"
2"
3"
3"
3"
C-11 57.211
2" C-11
C-12 57.211
2" C-12
C-13 57.211
2"
C-13
C-14 42.911
2" C-14
C-15 57.211
2"
C-15
C-16 42.911
2" C-16
C-17 44.311
2"
C-17
A
CODE DESCRIPTION
CONNECT NEW FLOWER WATER STATION
TO NEW MAINLINE. PROVIDE ANY PIPING
TRANSITIONS AND ISOLATION VALVE.
CAP MAIN FOR FUTURE EXPANSION.
CONNECT TO EXISTING COLUMBARIUM
IRRIGATION MAIN LINE.
COORDINATE LOCATION AND 120V
POWER WITH OWNER
REPLACE EXISTING 24V ELECTRIC
SOLENOID VALVES WITH NEW TWO-WIRE
ELECTRIC VALVES AT COLUMBARIUM.
WIRE TO NEW CONTROL SYSTEM.
PROVIDE 120V POWER FROM EXISTING
BUILDING.
IRRIGATION PIPING TO REMAIN IN
CORRIDOR. SHOWN FOR CLARITY.
GROUND AND COIL 30" OF TWO-WIRE
FOR FUTURE. LABEL AND LOCATE IN
VAVLE BOX.
REFERENCE NOTES
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O
A
Fi le
P at h:
z
:\d es ig n pr oj ec ts
\le av en w or th n c\
- d ra w in gs
\le av en w or th n c irr ig at io n.
dw ch ris m er te d:
6/
/2
:0 lo t:6
/1 7/
:5
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 IR101
###CJMCJM
IRRIGATION PLAN
N
0 30' 60'
SCALE:1
IRRIGATION PLAN
1" = 30'-0"
IR102 IR103
IR104 IR105 IR106
IR107 IR108
IR109 IR110
IR101
A S I C
PROFESSIONAL
CONSULTANT Page 146 of 247
COMMITTAL
SHELTER
6"
4"
1"
2"
1"
2"
2"
1"
1"
2"
2"
1"
2"
2"
2"
1" 1"
1"
2"
2"
1"
2"
2" 11
2"
2"
2"
1"
1"
2"
2"
2"
2"
2"
2"
2"
1" 1"
1"
1"1"
2"
2"
1" 1"
1"
2"
4"
4"
2"
2"
2"
2"
1"
1"
C-31 57.211
2"
C-31
C-32 42.911
2"
C-32 C-33
42.911 2"
C-33
C-34 57.211
2"
C-34
C-35 28.611
2"
C-35
C-36 57.211
2"
C-36
C-55 57.211
2"
C-55
C-56 42.911
2"
C-56
C-57 57.211
2"
C-57
1"
2"
2"
C-65 57.211
2"
C-65
C-66 57.211
2" C-66
C-67 57.211
2"
C-67
A
CODE DESCRIPTION
CONNECT NEW FLOWER WATER STATION
TO NEW MAINLINE. PROVIDE ANY PIPING
TRANSITIONS AND ISOLATION VALVE.
CAP MAIN FOR FUTURE EXPANSION.
CONNECT TO EXISTING COLUMBARIUM
IRRIGATION MAIN LINE.
COORDINATE LOCATION AND 120V
POWER WITH OWNER
REPLACE EXISTING 24V ELECTRIC
SOLENOID VALVES WITH NEW TWO-WIRE
ELECTRIC VALVES AT COLUMBARIUM.
WIRE TO NEW CONTROL SYSTEM.
PROVIDE 120V POWER FROM EXISTING
BUILDING.
IRRIGATION PIPING TO REMAIN IN
CORRIDOR. SHOWN FOR CLARITY.
GROUND AND COIL 30" OF TWO-WIRE
FOR FUTURE. LABEL AND LOCATE IN
VAVLE BOX.
REFERENCE NOTES
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O
A
Fi le
P at h:
z
:\d es ig n pr oj ec ts
\le av en w or th n c\
- d ra w in gs
\le av en w or th n c irr ig at io n.
dw ch ris m er te d:
6/
/2
:0 lo t:6
/1 7/
:5
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 IR102
###CJMCJM
IRRIGATION PLAN
N
0 30' 60'
SCALE:1
IRRIGATION PLAN
1" = 30'-0"
IR102 IR103
IR104 IR105 IR106
IR107 IR108
IR109 IR110
IR101
A S I C
PROFESSIONAL
CONSULTANT Page 147 of 247
COMMITTAL
SHELTER
RAILROAD
GATE
ACCESS
6"
6"
4"
4"
1"
1"
2"
1"
1"
2"
1"
2"
1"
1"
1"
2"
2"
2"
6"
2"
2"
2"
1"
2"
1"
2"
2"
1"
2"
2"
2" 2"
2" 1"
1" 21 2" 1"
2"
2"
6"
4"
2"
C-53 57.211
2"
C-53
C-54 57.211
2"
C-54
C-63 42.911
2"
C-63
C-64 57.211
2"
C-64
C-71 57.211
2"
C-71
C-72 57.211
2"C-72
CODE DESCRIPTION
CONNECT NEW FLOWER WATER STATION
TO NEW MAINLINE. PROVIDE ANY PIPING
TRANSITIONS AND ISOLATION VALVE.
CAP MAIN FOR FUTURE EXPANSION.
CONNECT TO EXISTING COLUMBARIUM
IRRIGATION MAIN LINE.
COORDINATE LOCATION AND 120V
POWER WITH OWNER
REPLACE EXISTING 24V ELECTRIC
SOLENOID VALVES WITH NEW TWO-WIRE
ELECTRIC VALVES AT COLUMBARIUM.
WIRE TO NEW CONTROL SYSTEM.
PROVIDE 120V POWER FROM EXISTING
BUILDING.
IRRIGATION PIPING TO REMAIN IN
CORRIDOR. SHOWN FOR CLARITY.
GROUND AND COIL 30" OF TWO-WIRE
FOR FUTURE. LABEL AND LOCATE IN
VAVLE BOX.
REFERENCE NOTES
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O
A
Fi le
P at h:
z
:\d es ig n pr oj ec ts
\le av en w or th n c\
- d ra w in gs
\le av en w or th n c irr ig at io n.
dw ch ris m er te d:
6/
/2
:0 lo t:6
/1 7/
:5
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 IR103
###CJMCJM
IRRIGATION PLAN
N
0 30' 60'
SCALE:1
IRRIGATION PLAN
1" = 30'-0"
IR102 IR103
IR104 IR105 IR106
IR107 IR108
IR109 IR110
IR101
A S I C
PROFESSIONAL
CONSULTANT Page 148 of 247
CONNECT TO EXISTING WATER
SOURCE. PROVIDE NEW BACKFLOW
PREVENTER. LOCATE IN VAULT. AS
PER LOCAL CODES AND AHJ.
3"
EXISTING HYDRANT SYSTEM
TO REMAIN. SHOWN FOR
REFERENCE
3"
PO
C
2"
1"
2"
2"
1"
2"
2"
1"
2"
2"
1"
2"
2"
2"
1"
1"
2"
2"
2"
2"
2"
1"
2"
3"
1"
2"
2"
2"
1"
2"
2"
4"
1"
1"
2"
2"
1"
2"
1"
1"
1"
1"
2"
1"
1"
3"
BF
C-1 42.911
2"
C-1
C-2 42.911
2"
C-2
C-3 57.211
2"
C-3
C-4 42.911
2"
C-4
C-5 57.211
2" C-5
C-6 42.911
2"
C-6
C-7 42.911
2"
C-7 C-8
57.211 2"
C-8
C-9 42.911
2"
C-9
C-10 42.911
2"
C-10
C-18 57.211
2"
C-18
8"4"
8"
QCV FOR
WINTERIZATION
D
CODE DESCRIPTION
CONNECT NEW FLOWER WATER STATION
TO NEW MAINLINE. PROVIDE ANY PIPING
TRANSITIONS AND ISOLATION VALVE.
CAP MAIN FOR FUTURE EXPANSION.
CONNECT TO EXISTING COLUMBARIUM
IRRIGATION MAIN LINE.
COORDINATE LOCATION AND 120V
POWER WITH OWNER
REPLACE EXISTING 24V ELECTRIC
SOLENOID VALVES WITH NEW TWO-WIRE
ELECTRIC VALVES AT COLUMBARIUM.
WIRE TO NEW CONTROL SYSTEM.
PROVIDE 120V POWER FROM EXISTING
BUILDING.
IRRIGATION PIPING TO REMAIN IN
CORRIDOR. SHOWN FOR CLARITY.
GROUND AND COIL 30" OF TWO-WIRE
FOR FUTURE. LABEL AND LOCATE IN
VAVLE BOX.
REFERENCE NOTES
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA
F
O
A
Fi le
P at h:
z
:\d es ig n pr oj ec ts
\le av en w or th n c\
- d ra w in gs
\le av en w or th n c irr ig at io n.
dw ch ris m er te d:
6/
/2
:0 lo t:6
/1 7/
:5
PM
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026
Date:
LEAVENWORTH NATIONAL CEMETERY
GRAVESITE EXPANSION
897CM3025
150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048
BID DOCUMENTS
KEY MAP N.T.S.
Office of Design and Construction
Services
BID SUBMITTAL
OF ---
IRRIGATION:
EC DESIGN
400 5th St West Des Moines, IA 50265
(515) 225-6265
COST ESTIMATING:GEOTECHNICAL:
TERRACON
15620 W 113th St Lenexa, KS 66219
(913) 202-7598
OCMI
2100 North Greenville Ave. #1150 Richardson, TX 75082
(469) 431-0571
TECHNOLOGY:
IMEG
900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258
(480) 222-3789 IR104
###CJMCJM
IRRIGATION PLAN
N
0 30' 60'
SCALE:1
IRRIGATION PLAN
1" = 30'-0"
IR102 IR103
IR104 IR105 IR106
IR107 IR108
IR109 IR110
IR101
A S I C
PROFESSIONAL
CONSULTANT Page 149 of 247
File details come from the government source that posted it. Updated .