_20 LNC BD - PLANTING IRR pt1 (pg 139-149).pdf

PDF 16 MB Posted

Attached to
Leavenworth National Cemetery, Gravesite Expansion
Solicitation number
36C78626B0027
Issued by

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.

View the file

Other files

File Type Posted
S06_36C78626B0027 Amend. 0002.pdf PDF
S02_Attachment - 18704_LNC_Addendum1_SurveySheets_V100-V113_20260916.pdf PDF
S02_Attachment - 00 01 10 Table of Contents.pdf PDF
S02_Attachment - Substitution Request - Leavenworth GSE.pdf PDF
S02_Attachment - 18704_LNC_Addendum1_CivilSheets_CG100-CR117_20260916.pdf PDF
S02_Attachment - 18704_LNC_Addendum1_CivilSheets_CD100-CB501_20260916.pdf PDF
S04_Attachment - Site Visit Attendance Roster.pdf PDF
S02_Attachment - 00 00 00 Specification Cover.pdf PDF
S02_Attachment - 01 35 26 Safety Requirements.pdf PDF
_14 LNC BD - EROSION CONTROL pt3 UTIL pt1 (pg 91-98).pdf PDF
_22 LNC BD - ARCH pt1 (pg 159-170).pdf PDF
_09 LNC BD - COLUMBARIUM 3 pt1 (pg 60-69).pdf PDF
_10 LNC BD - COLUMBARIUM 3 pt2 (pg 70-77).pdf PDF
LNC Gravesite Expansion VOL2SPECS wGEOTECH - BD 06-22-2026.pdf PDF
_08 LNC BD - BURIALS (pg 50-59).pdf PDF
_30 LNC BD - TECHNOLOGY pt2 (pg 236-240).pdf PDF
_03 LNC BD - EX CON pt2 (pg 17).pdf PDF
S02_Attachment - Statement of Work.pdf PDF
S02_Attachment - Davis-Bacon Act Poster.pdf PDF
_31 LNC BD - TECHNOLOGY pt3 FIRE ALARM (pg 241-247).pdf PDF
_11 LNC BD - GRADING DRAINAGE (pg 78-82).pdf PDF
_28 LNC BD - PLUMBING (pg 224-230).pdf PDF
_24 LNC BD - INTERIORS (pg 182-188).pdf PDF
_23 LNC BD - ARCH pt2 (pg 171-181).pdf PDF
_19 LNC BD - SIGNAGE FURNISHINGS pt2 (pg 126-138).pdf PDF
_16 LNC BD - ROADS pt2 (pg 106-113).pdf PDF
_05 LNC BD - DEMOLITION pt1 (pg 22-34).pdf PDF
_07 LNC BD - SITE (pg 41-49).pdf PDF
_02 LNC BD - EX CON pt1 (pg 3-16).pdf PDF
LNC Gravesite Expansion VOL1SPECS wGEOTECH - BD 06-22-2026.pdf PDF
S02_Attachment - Price Schedule Sheet.pdf PDF
_26 LNC BD - ELECTRICAL (pg 201-214).pdf PDF
_29 LNC BD - TECHNOLOGY pt1 (pg 231-235).pdf PDF
_25 LNC BD - STRUCTURAL (pg 189-200).pdf PDF
_21 LNC BD - IRR pt2 (pg 150-158).pdf PDF
_18 LNC BD - SIGNAGE FURNISHINGS pt1 (pg 118-125).pdf PDF
_12 LNC BD - EROSION CONTROL pt1 (pg 83-86).pdf PDF
_13 LNC BD - EROSION CONTROL pt2 (pg 87-90).pdf PDF
_17 LNC BD - ROADS pt3 (pg 114-117).pdf PDF
_04 LNC BD - GEOTECH (pg 18-21).pdf PDF
S02_Attachment - Wage Determination Heavy.pdf PDF
S02_Attachment - Wage Determination Building.pdf PDF
S02_Attachment - Limitations on Subcontracting Cert.docx DOCX document
S02_Attachment - DOL Payroll Form.pdf PDF
_15 LNC BD - UTIL pt2 ROADS pt1 (pg 99-105).pdf PDF
_06 LNC BD - DEMO pt2 OPERATIONS (pg 35-40).pdf PDF
_27 LNC BD - MECHANICAL (pg 215-223).pdf PDF
_01 LNC BD - GENERAL (pg 1-2).pdf PDF
S02_Attachment - Standard Form 1413.pdf PDF
S02_36C78626B0027 Solicitation.pdf PDF
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Xref C:\Users\lcampoverde-loayza\Dow nloads\18704-A-R23_ Floor Plan - FIR

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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

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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

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U.S. Department of Veterans Affairs

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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

Xref C:\Users\lcampoverde-loayza\Downloads\18704-A-R23_ Floor Plan - FIRST LEVEL PLAN-Electrical-2023-rvt-1-FIRST LEVEL PLAN.dwg

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DOWN

DOWN

B6

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SS6

GSL

BENCH

BENCH

COUNTERTOP

TV

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B6

AE320

CR CR

FEC

FEC

CEMETERY ENTRANCE RDCEMETERY RD

R5'-0"

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2' -0

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R2'-0"

R1'-6"

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R2'-0"

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2' -0

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Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

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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

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6/

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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

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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

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lo t:6

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:5

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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 .