_06 LNC BD - DEMO pt2 OPERATIONS (pg 35-40).pdf
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- Solicitation number
- 36C78626B0027
About this file
These are bid documents for the Leavenworth National Cemetery Gravesite Expansion project (897CM3025) located at 150 Muncie Road, Leavenworth, Kansas 66048. The project is issued by the U.S. Department of Veterans Affairs, Office of Design and Construction Services, with Anderson Engineering of Minnesota, LLC serving as the Architect/Engineer of Record. The documents are dated June 22, 2026, and represent the construction drawings and site plans for the cemetery expansion work.
The project scope includes demolition planning, operations and logistics, gravesite expansion, and phased construction activities. The work is organized into eight construction phases, with Phase 1 and Phase 2 as base bid items and Phases 3 through 8 as bid options. Phase 1 involves road and drainage improvements, demolition of the existing northern parking lot, establishment of a temporary trailer staging area, and maintenance of existing cemetery operations. Phase 2 includes additional road improvements, columbarium court construction, and continued gravesite expansion. The contractor must establish a temporary laydown yard, maintain one lane of traffic during construction using flagging, provide erosion and sediment control measures, coordinate with cemetery staff for road closures 72 hours in advance, protect existing utilities and site amenities, and restore disturbed areas. The project requires compliance with geotechnical engineering recommendations, National Cemetery Administration specifications, and 2015 KDOT Standard Construction Specifications. Temporary facilities include office and restroom trailers, temporary parking areas, gravel surfacing, and coordination of water, electrical, and communication services to support construction operations.
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Text version
S OBELISK RD
N
0 30' 60'
SCALE:1
DEMOLITION PLAN 13
1" = 30'
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 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _d em o pl an
.d w g ed it:
bn or he im s av ed
:6 /1
7/
:2
PM
p lo t:6
/2 2/
: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 CD113
35VBAT
DEMOLITION PLAN 13
MATCHLINE - SEE SHEET CD111
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
D
EXISTING
SECTION 8
EXISTING
SECTION 7
EXISTING
SECTION 6
EXISTING
SECTION 5
EXISTING
SECTION 4
EXISTING
SECTION 9
EXISTING
SECTION 10
EXISTING
SECTION 11
EXISTING
SECTION 12
EXISTING
SECTION 13
EXISTING
SECTION 14
EXISTING
SECTION 15
EXISTING
SECTION 16
EXISTING
SECTION 17
EXISTING
SECTION 18
EXISTING
SECTION 21
EXISTING
SECTION 20
EXISTING
SECTION 19
EXISTING
SECTION 23
EXISTING
SECTION 21
CD101 CD102 CD103
CD104 CD105 CD106
CD107 CD108
CD109 CD110
CD111 CD112 CD113
REMOVE CHAINLINK FENCE
EXISTING CATCH BASIN
(PROTECT IN PLACE)
EXISTING CATCH BASIN
(PROTECT IN PLACE)
EXISTING CATCH BASIN
(PROTECT IN PLACE)
REMOVE EX. BITUMINOUS
PAVEMENT
EXISTING STORM SEWER
(PROTECT IN PLACE)
LEGEND
NOTES
1. ALL EXISTING UTILITIES NOT SHOWN FOR
DEMOLITION TO REMAIN.
2. CONTRACTOR MUST TAKE NECESSARY
PRECAUTIONS TO PROTECT EXISTING
IMPROVEMENTS NOT NOTED FOR REMOVAL.
3. END ALL PAVEMENT AND CURB REMOVAL WITH A
FULL DEPTH SAWCUT.
4. CONTRACTOR MUST INSTALL ALL EROSION AND
SEDIMENT CONTROL BMPS PRIOR TO STARTING
EARTH-DISTURBING ACTIVITIES, INCLUDING
CLEARING AND GRUBBING
PROPERTY LIMITS
CONSTRUCTION LIMITS
PAVEMENT SAWCUT
LINE
CURB REMOVAL LINE
EXISTING MINOR
CONTOUR
EXISTING MAJOR
CONTOUR
REMOVE TREES
REMOVE EXISTING
STORM PIPE
REMOVER WATERLINE
REMOVE EXISTING
FENCE
REMOVE ASPHALT
PAVEMENT FULL DEPTH
MILL & OVERLAY
ASPHALT PAVEMENT
REMOVE CONCRETE
REMOVE RIPRAP
CLEAR AND GRUB
CONSTRUCTION
FENCING
TREE PROTECTION
M
AT
C H
LI
N
E
- S
EE
/C D
M
AT
C H
LI
N
E
- S
EE
/C D
END OF CHAINLINK FENCE
REMOVAL
N
0 30' 60'
SCALE:2
DEMOLITION PLAN 13
1" = 30'
SILT FENCE (TYP.)
(SEE DETAIL 2/SHEET CE501)
SECTION
SECTION
42A
SECTION
41A
SECTION
SECTION
CREMAINS
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
9 SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
43A
OBELISK
OFFICERS
SECTION
MA
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
28 SECTION
SECTION
SECTION
SECTION
SECTION
COMMITTAL
SHELTER
FLAG
POLE
ROSTRUM
SECTION
SECTION
SECTION
SECTION
SECTION
53A
SECTION
SECTION
SECTION
SECTION
SECTION
58A
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
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
CEMETERY ENTRANCE RD CEMETERY RD
CE
M
ET
ER
Y
RD
CEMETERY RD
CEMETERY RD
COOKE DR
OVERLOOK RD
CEMETERY LP
CEMETERY LP
SIN
G
ER
R
D
RIVERVIEW AVE
S OBELISK RD
ROAD A
SECTION
N
0 150' 300'
SCALE:1
OPERATIONS ACCESS OVERALL
1" = 150'
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 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _l og is tic s.
dw dm es sm er av ed :6
/1 7/
:0 lo t:6 /2
2/
: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 CO100
36STJL
OPERATIONS ACCESS OVERALL
CONTRACTOR
LAYDOWN YARD
CO102
1. EXISTING SECTION MARKERS TO REMAIN (TYP.)
2. EXISTING SITE AMENITIES TO REMAIN (TYP.) UNLESS
OTHERWISE NOTED
3. CONTRACTOR TO PROVIDE TRAFFIC CONTROL
DURING CLOSURES. DISCUSS ALL ROAD CLOSURES
WITH CEMETERY STAFF AT LEAST 72 HOURS IN
ADVANCE OF CLOSURE.
4. CONTRACTOR REQUIRED TO PROVIDE SAFETY
SIGNAGE, BARRICADES, AND/OR CONSTRUCTION
FENCING TO PROTECT AREAS OF CONSTRUCTION
FROM GENERAL PUBLIC ACCESS.
5. ALL CONSTRUCTION MUST COMPLY WITH
RECOMMENDATIONS OF THE GEOTECHNICAL
ENGINEER AND GEOTECHNICAL REPORT UNLESS
DIRECTED OTHERWISE.
6. ALL CONSTRUCTION MUST COMPLY WITH MOST
CURRENT NCA SPECIFICATIONS UNLESS SPECIFIED
OTHERWISE. WHERE WORK IS NOT COVERED BY NCA
SPECIFICATIONS, CONTRACTOR TO COMPLY WITH
2015 EDITION OF KDOT STANDARD CONSTRUCTION
SPECIFICATIONS.
7. ALL WORK TO BE PERFORMED IN A LEGAL MANNER
AND IN ACCORDANCE WITH FEDERAL, STATE, AND
LOCAL REGULATIONS.
8. CONTRACTOR MUST OBTAIN ALL PERMITS PRIOR TO
CONSTRUCTION ACTIVITIES.
9. PHASE DEMOLITION AS NEEDED TO MAINTAIN
DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.
10. THE LOCATION AND TYPE OF EXISTING UTILITIES
SHOWN ON THE PLANS ARE FOR GENERAL
INFORMATION ONLY. THE INFORMATION IS NOT
WARRANTED TO BE ACCURATE OR COMPLETE. THE
CONTRACTOR, IN COOPERATION WITH THE
APPROPRIATE UTILITY COMPANY OR MUNICIPALITY, IS
RESPONSIBLE FOR VERIFYING THE LOCATION AND
DEPTH OF ALL UNDERGROUND UTILITIES.
11. LOCATE AND PROTECT EXISTING UTILITIES UNLESS
OTHERWISE NOTED.
12. SUBSTITUTIONS FROM INFORMATION SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY THE COR/RE.
13. EXISTING STORM SEWER SYSTEM TO REMAIN ACTIVE
THROUGHOUT CONSTRUCTION. CONTRACTOR TO
PHASE CONSTRUCTION ACTIVITIES AND PROVIDE
DEWATERING AS NECESSARY.
14. ALL CONSTRUCTION AREAS, INCLUDING CONTRACTOR
STAGING AREAS, TO BE FENCED OFF WITH
TEMPORARY CHAIN LINK FENCE. TEMPORARY
FENCING OR GATES ON PAVED AREAS MUST BE ON
STANDS. CONSTRUCTION AREAS WITH MILL AND
OVERLAY BEING THE ONLY CONSTRUCTION ACTIVITY
ARE NOT REQUIRED TO BE FENCED OFF
15. RESTORE ALL DISTURBED AREA TO ITS ORIGINAL
CONDITION; CONTRACTORS STAGING ARE MUST BE
RESTORED/REPLACED BY HYDROSEEDING WITH TURF.
16. RESTORE ALL DAMAGED CURBS AND PAVEMENTS TO
ITS ORIGINAL CONDITION.
17. SUBMIT TRAFFIC CONTROL PLAN IN ACCORDANCE
WITH LOCAL JURISDICTION/KDOT REQUIREMENTS FOR
INGRESS & EGRESS TO CEMETERY PROPERTY.
18. CONTRACTOR TO PROVIDE COMPLETE ACCESS TO
CEMETERY ROADS FOR CEMETERY STAFF AND
VISITORS DURING CONSTRUCTION. CONTRACTOR
MUST KEEP AT ONE LANE OPEN FOR TRAFFIC DURING
DEMOLITION AND PAVING OPERATIONS AND WITH
TRAFFIC CONTROLLED BY A FLAGGER.
PROPERTY LIMITS
CONSTRUCTION LIMITS
ACCESS ROUTE
VETERAN AFFAIRS MEDICAL
CENTER PROPERTY AREA
LEGEND
GENERAL NOTES
CONSTRUCTION ENTRANCE AND ACCESS ROUTE. ALL
CONSTRUCTION TRAFFIC TO UTILIZE THIS ROUTE.
OVERSIZE TRAILERS MAY USE CEMETERY ROADWAYS
IF NEEDED, COORDINATE WITH COR/RE. OVERWEIGHT
LOADS NOT PERMITTED.SEE SHEET CO102.
KEY NOTES
MATERIALS
DELIVERY ROUTE
SECTION
SECTION
42A
SECTION
41A
SECTION
SECTION
CREMAINS
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
9 SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
43A
OBELISK
OFFICERS
SECTION
MA
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
28 SECTION
SECTION
SECTION
SECTION
SECTION
COMMITTAL
SHELTER
FLAG
POLE
ROSTRUM
SECTION
SECTION
SECTION
SECTION
SECTION
53A
SECTION
SECTION
SECTION
SECTION
SECTION
58A
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
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
CEMETERY ENTRANCE RD CEMETERY RD
CE
M
ET
ER
Y
RD
CEMETERY RD
CEMETERY RD
COOKE DR
OVERLOOK RD
CEMETERY LP
CEMETERY LP
SIN
G
ER
R
D
RIVERVIEW AVE
S OBELISK RD
ROAD A
SECTION
N
0 150' 300'
SCALE:1
OPERATIONS & LOGISTICS PHASING PLAN
1" = 150'
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 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _l og is tic s.
dw dm es av ed :6
/1 7/
:0 lo t:6 /2
2/
: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 CO101
37STJL
OPERATIONS & LOGISTICS
PHASING PLAN
APPROXIMATE
CONSTRUCTION
LIMITS
PHASE 1 - BASE BID
CONTRACTOR
LAYDOWN YARD
APPROXIMATE
CONSTRUCTION LIMITS
PHASE 1 - BASE BID
ROAD IMPROVEMENTS,
COLUMBARIUM ETO,
AND DETENTION POND
PHASE 3 (BID OPTION)
ROAD IMPROVEMENTS
PHASE 1 - BASE BID
ROAD, DRAINAGE, & RAILROAD
GATE IMPROVEMENTS
PHASE 8 (BID OPTION)
DRIVEWAY & ROAD IMPROVEMENTS
PHASE 6 (BID OPTION)
ROAD IMPROVEMENTS
PHASE 4 (BID OPTION)
ROAD IMPROVEMENTS
PHASE 4 (BID OPTION)
ROAD IMPROVEMENTS
PHASE 7 (BID OPTION)
ROAD IMPROVEMENTS
PHASE 1 (BID OPTION)
DEMO EXISTING NORTHERN PARKING LOT. INSTALL/SET-UP TEMP
TRAILER STAGING AND ESTABLISH INTERIM PARKING LOT. PARALLEL
PARKING LOT STALLS (3) IN FRONT OF ADMIN BUILDING TO REMAIN IN
USE. EXISTING CORTEGE TO REMAIN OPEN UNTIL PHASE 6.
PHASE 2 (BID OPTION)
ADMINISTRATION BUILDING
IMPROVEMENTS. DEMO
EXISTING PARALLEL PARKING
STALLS, DRIVES AND
WALKWAYS. INSTALL NEW
PARALLEL PARKING STALLS,
DRIVES AND WALKWAYS.
PHASE 4 (BID OPTION)
START CONSTRUCTION
ON CORTEGE LANE
IMPROVEMENTS; FINISH
ALONG WITH PHASE 5
ROAD IMPROVEMENTS.
PHASE 6 (BID OPTION)
DEMOLISH EXISTING NORTH DRIVE AND CLOSE OFF
ACCESS. REBUILD NORTH DRIVE CONNECTING TO
EXISTING ROAD TO NORTH, NEW ROAD TO SOUTH
AND NEW PARKING LOT CONNECTIONS. INTERIM
CORTEGE LANES TO ROUTE/LOOP TRAFFIC THROUGH
NEW CORTEGE LANES TO SOUTH.
PHASE 2 - BASE BID
ROAD IMPROVEMENTS
PHASE 2 - BASE BID
COLUMBARIUM COURT
PHASE 3 (BID OPTION)
CHAIN-LINK FENCE
IMPROVEMENTS
PHASE 4 (BID OPTION)
EXISTING ENTRANCE
FEATURE IMPROVEMENTS
PHASE 5 (BID OPTION)
EXISTING COLUMN REPAIR AND
FENCE PANEL REPLACEMENT
PHASE 2 - BASE BID
GRAVESITE EXPANSION
PHASE 5 (BID OPTION)
DEMOLISH SOUTH DRIVE AND CLOSE OFF
ACCESS. REBUILD SOUTH DRIVE TO ADMIN
AND CONNECTIONS TO NEW CORTEGE LANES.
INTERIM CORTEGE LANES TO ROUTE/LOOP
TRAFFIC THROUGH NEW PARKING LOT AREA
NORTH OF ADMIN BUILDING.
LEGEND
PHASE 1 - BASE BID
PHASE 1 (BID OPTION)
PHASE 2 - BASE BID
PHASE 2 (BID OPTION)
PHASE 3 - BASE BID
PHASE 3 (BID OPTION)
PHASE 4 (BID OPTION)
PHASE 5 (BID OPTION)
PHASE 6 (BID OPTION)
PHASE 7 (BID OPTION)
PHASE 8 (BID OPTION)
CONSTRUCTION PHASING
DETENTION POND TO BE
CONSTRUCTED WITH PHASE 1. SEE
UTILITY PLANS FOR STORMWATER
CONVEYANCE TO DETENTION POND
1. WORK MUST COMMENCE IN SEQUENTIAL
ORDER STARTING WITH PHASE 1 BASE BID
THROUGH PHASE 8 BID OPTION. EACH
PHASE MUST BE COMPLETED AND
ACCEPTED PRIOR TO STARTING INTO THE
NEXT PHASE, UNLESS APPROVED BY COR
IN WRITING.
2. CONTRACTOR TO NOTIFY COR AND
CEMETERY 14 CALENDAR DAYS PRIOR
COMPLETING WORK IN A PHASE. COR AND
CEMETERY TO REVIEW THE WORK AND
DELCARE AS COMPLETE IN WRITING
BEFORE COMMENCING INTO THE NEXT
PHASE OF WORK.
GENERAL NOTES
PHASE 3 (BID OPTION)
REMOVE TEMPORARY TRAILERS AND
INTERIM PARKING LOT. CONSTRUCT FINAL
PARKING LOT.
PROPERTY LIMITS
CONSTRUCTION LIMITS
ACCESS ROUTE
VETERAN AFFAIRS MEDICAL
CENTER PROPERTY AREA
CO
O
KE DR
CE
M
ET
ER
Y
RD
COOKE DR
CEMETERY RD
SECTION
SECTION
SECTION
35SECTION
ROSTRUM
FLAG
POLE
COMMITTAL
SHELTER 2
SECTION
SECTION
SECTION
SECTION
N
0 20' 40'
SCALE:1
OPERATIONS AND LOGISTICS CONTRACTOR LAYDOWN YARD
1" = 20'
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 ci vi l\_ c ad fi le s\
_0 sh ee ts \1
_c _l og is tic s.
dw dm es av ed :6
/1 7/
:0 lo t:6 /2
2/
: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 CO102
38STJL
OPERATIONS AND LOGISTICS
CONTRACTOR LAYDOWN YARD
PHASE 1 - CONTRACTOR
LAYDOWN YARD
CONSTRUCTION
SIGN; SEE 1/LK501
SAFETY SIGN;
SEE 2/LK501
PROPERTY LIMITS
CONSTRUCTION LIMITS
ACCESS ROUTE
LEGEND
CONTRACTOR STAGING AREA: VERIFY WITH COR/RE
AND CEMETERY PRIOR TO MOBILIZATION. PROTECT
EXISTING TREES. SEE SHEET CO102.
INSTALL 6' HT. CHAINLINK CONSTRUCTION FENCE
WITH SCREENING. INSTALL GATES WHERE NEEDED
FOR ACCESS. SEE SHEET CO102.
CONTRACTOR LAYDOWN YARD ENTRANCE.
CONTRACTOR TO MAINTAIN BITUMINOUS PAVED AREA
AT ENTRANCE FOR CONSTRUCTION ACCESS. AFTER
PROJECT IS COMPLETE, RESTORE PAVEMENT TO NEW
BITUMINOUS PAVED PARKING AREA. SEE SHEET
CO102.
CONSTRUCTION ACCESS ROUTE.
KEY NOTES
4135'
1. SEE SHEET CO102 FOR GENERAL NOTES,
IF APPLICABLE, ALL NOTES APPLY TO THE
CONTRACTOR LAYDOWN YARD.
2. NO ADDITIONAL LAYDOWN YARD AREA
WILL BE PROVIDED. IF ADDITIONAL
LAYDOWN AREA IS REQUIRED BY THE
CONTRACTOR, THE CONTRACTOR MUST
PROVIDE OFF SITE AT THEIR OWN
EXPENSE.
GENERAL NOTES
2.0% MAX
2.0% MAX
2.0% MAX
FG 857.56
FG 857.20
FG 857.61
FG 857.38 FG 856.97
1:3
2.0% MAX
FG 857.11FG 857.25
8' 8' 8'
24'
5'
1.7% 6.8%
2.2%
2.2%
2.2% 2.0% 2.0%
9.2
9.2
FG 855.31
1:3
1:3
1:
1:3
2.2%
2.0%
7.
3%
9.7%
2.0%
7.
0%
2.2%
7.2%
7.2%
8.3%
2.0%
2.2%
12.3%
7.
1%
1.7%
2.0%
2.2%
12.8%
ME 851.85
ME 842.35
FG 857.61
ME 858.28
ME 858.05
ME 856.00
ME 853.73
ME 852.87
ME 860.16
ME 859.43
ME 857.64
ME 855.43
ME 854.84
FG 857.44
FG 856.75
FG 857.61
FG 853.98
FG 852.37
ME 839.76
ME 841.19
ME 847.85
ME 839.91
ME 845.23
ME 852.27
ME 842.41
ME 842.14
ME 843.60
FG 856.12
FG 854.48
FG 854.80
FG 855.45
FG 858.10
ME 852.17
2.2%
FG 858.09
FG 858.21
FG 858.06
FG 857.73
ME 859.70
ME 859.80
ME 859.87
ME 859.69
ME 858.65
16.9%
ME 858.85
4.6%
4.3%
2.0%
2.0%
1:3
1:3
1:5
FG 858.01
FG 856.57
FG 855.62
FG 852.87
ME 852.04
ME 847.37
ME 841.63
ME 839.58
ME 838.71
ME 842.63
24.3%
2.2%
FG 858.05
1:3
1:3
FG 857.93
FG 855.31
22.1%
14'
24'
5'
2.
5'
2.5'
4'
2.5'
2.
5'
0 10' 20'
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 ci vi l\_ c ad fi le s\
_0 xr ef s\
4_ te m p_ tra ile r_ ex hi bi t.d w dm es av ed :6
/1 7/
:0 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
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
LEGEND
TE
MP
OR
AR
Y
OF
FIC
E
TR
AI
LE
R
AP
PR
OX
. F
FE
9.6
TE
MP
OR
AR
Y
RE
ST
RO
OM
TR
AI
LE
R
AP
PR
OX
. F
FE
9.6
5'
TEMPORARY GRAVEL
SURFACE PARKING LOT
CONTRACTOR TO CONNECT WATER SERVICE TO
TRAILER, INSULATE WATER SERVICE PER
MANUFACTURERS RECOMMENDATIONS, AND
PROVIDE WATER METER AT A LOCATION
DETERMINED BY THE MANUFACTURER. ALL
EXTERIOR METERS SHALL BE RATED AND
INSULATED FOR EXTERIOR USE.
APPROXIMATE 1" LIVE TAP LOCATION FOR
TEMPORARY TRAILERS.
DIRECTIONAL BORE TEMPORARY 1" WATER
SERVICE UNDER EXISTING ROADWAY.
TEMPORARY 1" CURB STOP INSTALLED BEHIND
EXISTING CURBING.
TEMPORARY 1" X 3/4" X 3/4" TEE FITTING TO
SPLIT WATER SERVICE TO EACH TRAILER.
TEMPORARY 3/4" WATER SERVICE TO TRAILER
CONTRACTOR TO COORDINATE TEMPORARY
ELECTRICAL & COMMUNICATION SERVICE
CONNECTIONS WITH THE TEMPORARY TRAILER
PROVIDER. REFER TO SHEET E-501 FOR
ADDITIONAL INFORMATION ON TEMPORARY
ELECTRICAL EQUIPMENT.
TEMPORARY PROTECTIVE BOLLARD (TYP.), SEE
DETAIL 1/CO501
TEMPORARY ADA PARKING SIGN, SEE DETAIL
4/LK502.
TEMPORARY 167kVA TRANSFORMER
2400 : 240V/120V. TRANSFORMER SHALL BE
RELOCATED FROM EXISTING ADMIN BUILDING.
SCHEDULE SHALL BE COORDINATED TO
STRATEGICALLY MINIMIZE DOWNTIME.
TEMPORARY ELECTRICAL PANEL. REFER TO
SHEET E-501 FOR ADDITIONAL INFO ON
TEMPORARY ELECTRICAL EQUIPMENT.
TEMPORARY ELECTRICAL FEEDER CONDUIT.
ROUTING SHOWN SCHEMATICALLY ONLY.
REFER TO ONE-LINE DIAGRAM FOR CONDUCTOR
& CONDUIT DETAIL. ELECTRICAL ADMIN
BUILDING FEEDER SHALL PULL BACK TO EX. MH
#21 & BE REROUTED THROUGH NEW CONDUIT.
SCHEDULE SHALL BE COORDINATED TO
STRATEGICALLY MINIMIZE DOWNTIME.
EX. ELECTRICAL MANHOLE #21
CONTRACTOR TO COORDINATE TEMPORARY
ELECTRICAL SERVICE CONNECTION WITH THE
TEMPORARY TRAILER PROVIDER. REFER TO
SHEET E-501 FOR ADDITIONAL INFO ON
TEMPORARY ELECTRICAL EQUIPMENT.
CONCRETE WHEEL STOPS, SEE DETAIL 2/CO501
DETECTABLE WARNING PANELS, SEE DETAIL
8/CS501.
CONTRACTOR TO COORDINATE TEMPORARY
WASTEWATER HOLDING TANKS WITH PLUMBING.
REFER TO SPECS FOR ADDITIONAL INFO.
KEY NOTES
N
PROPERTY LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
NEW MINOR INTERIM CONTOUR
NEW MAJOR INTERIM CONTOUR
GRADE BREAK / SWALE FLOWLINE
TEMPORARY METAL ACCESS
RAMP AREA ADJUST IN FIELD AS
NECESSARY
TEMPORARY ADA PARKING
CONCRETE PAVEMENT SEE
DETAIL 3/CS501.
TEMPORARY METAL STAIRS
EROSION CONTROL BLANKET
OVER GRASS SEED, SEE DETAIL
3/CE501.
TEMPORARY GRAVEL SURFACE
SEE DETAIL 3/CO501.
NO PARKING ZONE / GORE AREA
HANDICAP STALL DESIGNATION
SILT FENCE, SEE DETAIL 2/CE501.
BIO-ROLLS, SEE DETAIL 5/CE501.
INLET PROTECTION, SEE DETAIL
1/CE501
TEMPORARY PROTECTIVE
BOLLARD, SEE DETAIL 2/CO501.
CO103
2SCALE:2
TEMPORARY TRAILERS ADA PARKING ENLARGEMENT
1"=5'
N
SCALE:1
TEMPORARY TRAILERS PLAN
1"=10'
NOTES:
1. UNDERGROUND COMMUNICATIONS, ELECTRIC, AND
GAS LINES SHALL BE FIELD VERIFIED PRIOR TO
ANY EXCAVATION OPERATIONS.
2. UTILITIES NOT SHOWN FOR REMOVAL SHALL BE
PROTECTED FROM DAMAGE AND REPAIRED AT
CONTRACTORS EXPENSE SHOULD THEY BE
DAMAGED.
3. NOTIFY ENGINEER OF ANY DISCOVERED UTILITY
CONFLICTS THAT ARE FOUND IN FIELD
CONDITIONS.
4. NEW UNDERGROUND ELECTRIC FEED TO TRAILER
SITE SHALL BE COORDINATED IN DEPTH AND
LOCATION TO AVOID EXISTING UTILITIES WHERE
THEY ARE IN CONFLICT.
5. THE UTILITY TIE IN LOCATIONS TO THE TRAILERS
SHOWN ON THE DRAWINGS CONVEY DESIGN
INTENT ONLY, WITH FINAL DESIGN AND
INSTALLATION LOCATION AS RECOMMENDED BY
THE GENERAL CONTRACTOR AND TRAILER
MANUFACTURER. NECESSARY PIPE/CONDUIT
LENGTHS FOR THESE TIE-INS, REGARDLESS OF
THE LENGTH, ARE INCIDENTAL TO THE CONTRACTS.
6. FOLLOWING THE TURN OVER OF THE
ADMINISTRATION BUILDING TO THE CEMETERY,
THE CONTRACTOR SHALL REMOVE & DISPOSE ALL
TEMPORARY EQUIPMENT, ITEMS, & MATERIALS.
SEE CO101 & CO100 FOR ADDITIONAL OPERATIONS
& LOGISTICS.
7. FOLLOWING THE TURN OVER OF THE
ADMINISTRATION BUILDING TO THE CEMETERY,
THE CONTRACTOR SHALL REMOVE ALL
TEMPORARY WATER SERVICES UP TO THE
SOUTHERN CURB STOP & ABANDON THE
TEMPORARY 1" WATER SERVICE LATERAL BENEATH
THE EXISTING ROAD. CONTRACTOR SHALL
REMOVE THE REMAINING TEMPORARY 1" WATER
SERVICE LATERAL & CAP AT THE MAIN UPON
REMOVAL OF THE CORTEGE LANES DURING THE
FUTURE IMPROVEMENTS PHASE.
CO103
DMAT
TEMPORARY TRAILERS PLAN
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 ci vi l\_ c ad fi le s\
_0 xr ef s\
4_ te m p_ tra ile r_ ex hi bi t.d w dm es av ed :6
/1 7/
:0 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
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
6" DIA. STEEL PIPE
(PAINTED YELLOW) FILL W/
CONCRETE, CROWN TOP 1"
4'-0"
3'-6"
6"
12" x 12" x 48" CONC. FTG.
BITUMINOUS SURFACE
SCALE:1
PIPE BOLLARD
NTS
PLAN
CL
SECTION
ELEVATION
CL
EQ.
PARKING STALL
EQ.
72" (APPROXIMATELY)
PRECAST
CONCRETE
5/8" HOLE FOR 1/2" DIA.
PIN 24" LONG
PARKING SPACE
STRIPING (4" WIDE)
9'-0" TYP.
REINFORCING BAR
± 6"
± 6"
± 8"
SCALE:2
CONCRETE WHEEL STOP
N.T.S (30" x 42" PAPER SIZE)
CO501
40DMAT
TEMPORARY TRAILERS DETAILS
SCALE:3
GRAVEL SURFACING SECTION
N.T.S (30" x 42" PAPER SIZE)
COMPACTED AGGREGATE BASE
(KDOT AB-3 OR SIMILAR)
APPROVED SUBGRADE PER:
REPORT OF GEOTECHNICAL EXPLORATION
(TERRACON PROJECT NO. 02255188)
NON-WOVEN
GEOTEXTILE FABRIC
8"
NOTES:
1. AGGREGATE BASE PREPARATION SHALL COMPLY WITH GEOTECHNICAL REPORT
2. SUBGRADE PREPARATION SHALL COMPLY WITH GEOTECHNICAL REPORT
3. COMPACT AGGREGATE BASE TO 95% RELATIVE COMPACTION COORDINATED W/ GEOTECHNICAL REPORT
File details come from the government source that posted it. Updated .