_14 LNC BD - EROSION CONTROL pt3 UTIL pt1 (pg 91-98).pdf
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- Solicitation number
- 36C78626B0027
About this file
Summary of Leavenworth National Cemetery Gravesite Expansion Bid Documents
This document set comprises construction bid documents for the Leavenworth National Cemetery Gravesite Expansion project (Project #897CM3025) located at 150 Muncie Road, Leavenworth, Kansas 66048. The documents were prepared by Anderson Engineering of Minnesota, LLC (Project #18704) and issued June 22, 2026, under the U.S. Department of Veterans Affairs, Office of Design and Construction Services. The bid documents include comprehensive engineering drawings and utility plans detailing erosion control measures, storm water management systems, and site infrastructure for the cemetery expansion, including new storm sewer systems, drain tile networks, water main connections, and associated structures. Key technical specifications include installation of various pipe sizes (ranging from 4" to 96" diameter), storm structures (cleanouts, catch basins, inlets, and specialized structures), erosion control blankets, silt fences, bioroll ditch checks, and rock construction entrances. The project involves coordination with existing utilities and construction in multiple phases across designated sections of the cemetery property.
The engineering plans specify detailed utility infrastructure across multiple areas: the Administration Parking & Cortege area, the Gravesite Expansion section, and the Loop Road area. Storm structure schedules identify over 100 individual structures with specific castings, pipe materials (PVC, HDPE, and RCP), and design specifications. The documents establish construction limits, identify temporary fencing requirements, and detail erosion control measures required during construction. Cost estimating coordination is provided through OCMI (Richardson, Texas), with architect/engineer of record stamp authority indicated on all drawings. The bid submittal package is marked as BID DOCUMENTS, indicating this represents the formal solicitation materials for contractor selection and pricing.
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Text version
SEC
TIO
N
SEC
TIO
N
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 _e ro si on p la n-ro ad
.d w g ed it:
dm es sm er s av ed
:6 /2
2/
0:
A p lo t:6 /2
2/
:1
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 CE204
91VBAT
OVERLOOK ROAD & OBELISK
ROAD EROSION CONTROL PLANS
N
0 30' 60'
SCALE:1
PLAN VIEW OVERLOOK ROAD
1" = 30'
EXISTING
SECTION MA
EXISTING
SECTION 48
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
R
M
AT
C
H
LI
N E
- S
EE
S H
EE
T
C R
N
0 30' 60'
SCALE:2
PLAN VIEW OBELISK ROAD
1" = 30'
EXISTING
SECTION 43A
EXISTING
SECTION 2
EXISTING
SECTION 16
EXISTING
SECTION 15
EXISTING
SECTION 14
EXISTING
SECTION 13
EXISTING
SECTION 12
EXISTING
SECTION 9
EXISTING
SECTION 4EXISTING
SECTION 3
LEGEND
PROPERTY LIMITS
LIMITS OF CONSTRUCTION
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
NEW MINOR CONTOUR
NEW MAJOR CONTOUR
SILT FENCE (SEE DETAIL 2/CE501)
INLET PROTECTION (SEE DETAIL
1/CE501)
ROCK CONSTRUCTION ENTRANCE
(SEE DETAIL 4/CE501)
EROSION CONTROL BLANKET (SEE
DETAIL 3/CE501)
BIOROLL DITCH CHECK (SEE
DETAIL 5/CE501)
TREE PROTECTION
RIPRAP (SEE DETAIL 3/CU501)
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 _e ro si on d et ai ls .d w bn or he im av ed :6
/1 8/
:0
AM
lo t:6 /2
2/
:1
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 CE501
92VBAT
EROSION CONTROL DETAILS
SCALE:1
INLET PROTECTION
N.T.S.
NOTE: DEPENDING UPON CONFIGURATION,
ATTACH FABRIC TO WIRE MESH WITH HOG
RINGS, STEEL POSTS WITH TIE WIRES, OR
WOOD POSTS WITH STAPLES.
PLAN VIEW
CB / INLET
TYPICAL INSTALLATION
STORM INLET
RING SILT FENCE
GEOTEXTILE FABRIC
(SILT FENCE)
FABRIC ANCHORAGE
TRENCH BACKFILL
WITH TAMPED
NATURAL SOIL
WIRE MESH
REINFORCEMENT
METAL OR WOOD
POST OR STAKE
1' MINIMUM
6 INCH MINIMUM
6 INCH MINIMUM
2'
MIN
1" (25 mm) REBAR
FOR BAG REMOVAL
FROM INLET
EXPANSION RESTRAINT
[1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT
WASHERS]
2 EACH DUMP
STRAPS
DUMP STRAP
SILT SACK
NOTES:
1. FIBER ROLL DRAIN INLET PROTECTION MUST USE A MIN. 12" DIAMETER ROLL AND BE INSTALLED BEFORE
CONSTRUCTION BEGINS.
2. GRAVEL BAGS MUST BE FILLED WITH GRAVEL. SAND BAGS ARE NOT AN ACCEPTABLE SUBSTITUTE.
3. INSPECT AND REPAIR FIBER ROLLS EACH DAY AND AFTER EACH STORM EVENT. REMOVE SEDIMENT
WHEN ONE THIRD OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT MUST BE DISPOSED OF
PROPERLY.
4. SEDIMENT AND GRAVEL DEPOSITED ON ROADWAYS MUST BE IMMEDIATELY REMOVED.
5. IN HIGH TRAFFIC AREAS, MARK DRAIN INLET PROTECTION WITH VISIBLE BARRIERS SUCH AS SAFETY
CONES.
6. REMOVE DRAIN INLET PROTECTION AFTER THE SURROUNDING AREA HAS BEEN STABILIZED.
INSTALLATION WITHIN PAVED AREAS
FLOWFLOW
WEIGHTED FIBER ROLL OR
FIBER ROLL WITH GRAVEL
BAGS AS WEIGHTS
NON-WOVEN FILTER FABRIC
SET UNDER DRAIN INLET
6" (MIN)
OVERLAP
INSTALLATION WITHIN CATCH BASINS
NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO
WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR
WOOD POSTS WITH STAPLES.
DIRECTION OF
RUNOFF FLOW
2' MIN
ENGINEERING FABRIC
FABRIC ANCHORAGE
TRENCH BACKFILL WITH
TAMPED NATURAL SOIL
METAL OR WOOD
POST OR STAKE
WIRE MESH
REINFORCEMENT
(OPTIONAL)
TYPICAL INSTALLATION
NATURAL SOIL
6" MIN.
6" MIN.
SCALE:2
SILT FENCE
N.T.S.
NOTE:
-INSTALL ON ALL SLOPES 4:1 OR GREATER
AND AS DIRECTED ON PLAN
FOLD UNDER 6"
6" WIRE STAPLES 3'
OC USING DIAMOND
PATTERN
6" WIRE STAPLES 1'
SPACING ON UPPER
END
4" OVERLAP OF MATS
6" WIRE
STAPLES 1'
SPACING ON
LOWER END
3' MIN
LEVEL
SCALE:3
EROSION CONTROL BLANKET (WOOD FIBER)
N.T.S.
AS REQUIRED
1"-2" WASHED ROCK
6" MINIMUM
50' MINIMUM
HARD SURFACE
PUBLIC ROAD
NOTE:
-INSTALL FENCING AS NECESSARY TO RESTRICT CONSTRUCTION VEHICLE TRAFFIC TO THE
CONSTRUCTION ENTRANCE.
-INCLUDE A TIRE WASH IF THE ENTRANCE DOES NOT PROVE EFFECTIVE IN RETAINING
SEDIMENT ONSITE.
-ADD AGGREGATE AS NEEDED TO MAINTAIN THE SPECIFIED DIMENSIONS
-MAINTAIN FENCING INSTALLED AS TRAFFIC CONTROL
GEOTEXTILE FABRIC
SCALE:4
ROCK CONSTRUCTION ENTRANCE
N.T.S.
1"x2"x18" LONG WOODEN STAKES AT 1.0'
SPACING MAXIMUM. STAKES MUST BE DRIVEN
THROUGH THE BACK HALF OF THE BIOROLL AT
AN ANGLE OF 45 DEGREES WITH THE TOP OF
THE STAKE POINTING UPSTREAM. PROVIDE 8"
TO 10" OF EMBEDMENT DEPTH.
FLOW
BIOROLL
45°'
8" - 10" EMBEDMENT DEPTH
BIOROLL STAKING DETAIL
MAX. FLOW VELOCITY:
MAX. DITCH GRADE:
MAX. DRAINAGE AREA: 2 ACRE
1.5% - 3%
GENERAL DESIGN GUIDELINES
FLOW
STRAW OF WOOD FIBER 6"
TO 7" DIA. ROLL ENCLOSED IN
PLASTIC OR POLYESTER
NETTING
STORM FREQUENCY: 2 YR. - 24 HR.
4.5 FT./SECOND
STAKE
4"x4" TRENCH
BACKFILLED OVER
EROSION CONTROL
BLANKET
CATEGORY 3 EROSION
CONTROL BLANKET
8", 11 GA. STAPLES
SPACED 1.0' O.C.
SCALE:5
BIOROLL DITCH CHECK DETAIL
N.T.S.
CO
CO
CO
CO
CO
CO
COCO
CO
CO
CO
CO
CO
CO
CO
CO
COCO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO CO
CO
CO
CO
COCO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
COCO
CO
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
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
COLUMBARIUM
COLUMBARIUM
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
STORM STRUCTURE SCHEDULE
NAME
BEND-402
BEND-403
BEND-406
BEND-410
BEND-411
BEND-416
BEND-417
BEND-422
BEND-425
BEND-426
BEND-429
BEND-430
BEND-434
BEND-435
BEND-438
BEND-440
BEND-442
BEND-446
BEND-449
BEND-450
BEND-453
BEND-454
BEND-459
BEND-460
BEND-462
BEND-465
BEND-466
BEND-469
BEND-470
BEND-474
BEND-510
BEND-511
CB-100
CB-107
CB-109
CB-111
CB-200
CB-202
CB-202A
CB-203
CB-206
CBMH-101
CBMH-104
CBMH-105
CBMH-106
CBMH-108
CBMH-110
CBMH-112
CBMH-113
CBMH-201
CBMH-202B
CBMH-204
CBMH-205
CBMH-303
CBMH-304
CO-300
CO-301
CO-302
CO-400
CO-401
CO-404
CO-405
TYPE
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
4" BEND
6" BEND
6" BEND
48" ROUND
48" ROUND
48" ROUND
48" ROUND
48" ROUND
12" NYLOPLAST INLET
8" ROOF DRAIN INLET
96" ROUND (DOUBLE INLET)
96" ROUND (DOUBLE INLET)
48" ROUND
48" ROUND
48" ROUND
48" ROUND
72" ROUND
60" ROUND
60" ROUND
96" ROUND (DOUBLE INLET)
48" ROUND
12" NYLOPLAST INLET
96" ROUND (DOUBLE INLET)
96" ROUND (DOUBLE INLET)
48" ROUND
48" ROUND
6" CLEANOUT
6" CLEANOUT
6" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
CASTING
R-2595-A
R-3067-V
R-2595-A
R-2595-A
R-3067-V
ADS-1201DI
Standard
R-3067-V-2*
R-3067-V-2*
R-3067-V
R-3067-V
R-3067-V
R-3067-V
R-3067-V
R-3582-V1
R-3582-V1
R-3067-V-2*
R-3067-V
ADS-1201DI
R-3067-V-2*
R-3067-V-2*
R-2595-A
R-2595-A
STORM STRUCTURE SCHEDULE
NAME
CO-408
CO-409
CO-412
CO-413
CO-414
CO-415
CO-418
CO-419
CO-421
CO-423
CO-424
CO-427
CO-428
CO-432
CO-433
CO-436
CO-437
CO-439
CO-441
CO-443
CO-447
CO-448
CO-451
CO-452
CO-457
CO-458
CO-460
CO-461
CO-463
CO-464
CO-467
CO-468
CO-472
CO-473
CO-475
CO-500
CO-501
CO-503
CO-505
CO-507
CO-508
CROSS-509
FES-114
FES-115
FES-117
FES-202C
FES-209
FES-210
OCS-116
STMH-102
STMH-103
STMH-207
STMH-208
STMH-305
TEE-407
TEE-456
TEE-478
TEE-502
TEE-504
TEE-506
WYE-420
WYE-431
TYPE
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
4" CLEANOUT
6" CLEANOUT
6" CLEANOUT
6" CLEANOUT
6" CLEANOUT
6" CLEANOUT
6" CLEANOUT
6" CROSS
36" FES
12" FES
15" FES
8" FES
21" FES
12" FES
48" ROUND
48" ROUND
48" ROUND
48" ROUND
60" ROUND
60" ROUND
4" INSERTA TEE
4" INSERTA TEE
4" INSERTA TEE
6" TEE
6" TEE
6" TEE
4" WYE
4" WYE
CASTING
R-1642. SOLID "STORM"
R-1642. SOLID "STORM"
R-1642. SOLID "STORM"
R-1642. SOLID "STORM"
R-1642. SOLID "STORM"
R-1642. SOLID "STORM"
STORM STRUCTURE SCHEDULE
NAME
WYE-443
WYE-445
WYE-455
WYE-471
WYE-476
WYE-477
TYPE
4" WYE
4" WYE
4" WYE
4" WYE
4" WYE
4" WYE
CASTING
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
SEE DETAIL 6/CU502
NA
SEE DETAIL 6/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
SEE DETAIL 7/CU502
NA
NA
SEE DETAIL 7/CU502
SEE DETAIL 5/CU502
SEE DETAIL 5/CU502
SEE DETAIL 7/CU502
SEE DETAIL 5/CU502
SEE DETAIL 5/CU502
SEE DETAIL 5/CU502
SEE DETAIL 5/CU502
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
SEE DETAIL 6/CU502
SEE DETAIL 3/CU501
SEE DETAIL 8/CU502
SEE DETAIL 8/CU502
SEE DETAIL 8/CU502
SEE DETAIL 8/CU502
SEE DETAIL 8/CU502
SEE DETAIL 7/CU502 NA
NA
N
0 150' 300'
SCALE:1
OVERALL UTILITY 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 _u til ity p la n.
dw dm es av ed
:6 /2
2/
1:
lo t:6 /2
2/
:2
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 CU100
93DMAT
OVERALL UTILITY PLAN
CU101
CU103
CU102
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING COMMUNICATIONS
EXISTING OVERHEAD WIRE
NEW STORM SEWER
NEW DRAIN TILE
NEW STORM STRUCTURES
NEW ELECTRIC
NEW WATERMAIN
NEW TELECOMMUNICATION
TEMPORARY FENCE
STORM CLEANOUTCO
VETERAN AFFAIRS MEDICAL
CENTER PROPERTY AREA
CEMETERY RD
CONNECT TO EXISTING
WM
CONNECT TO EXISTING
WM
ADJUST EXISTING FIRE
HYDRANT ASSEMBLY
TO FINISHED GRADE
ADJUST EXISTING
SPIGOT ASSEMBLY TO
FINISHED GRADE
PROPOSED FLOWER
WATERING
6" PVC C900 WM
MAINTAIN MINIMUM 3.5'
OF COVER
REROUTE
UNDERGROUND
ELECTRIC
REROUTE UNDERGROUND
TELECOMUNICATIONS
WATERLINE AND STORM SEWER
CROSSING
SEE DETAIL 4/CU502
MAINTAIN 18" VERTICAL
SEPARATION AT PIPE
CROSSING
PROTECT EXISTING UTILITIES.
COORDINATE ANY REQUIRED
SERVICES WITH UTILITY PROVIDER
15 LF - 8" HDPE ST @ 1.00%
46 LF - 15" HDPE ST @ 5.00%
105 LF - 12" HDPE ST @ 1.00%
51 LF - 18" HDPE ST @ 5.00%
24 LF - 15" HDPE ST @ 5.00%
79 LF - 15" HDPE ST @ 2.00%
47 LF - 21" RCP ST @ 5.00%
22 LF - 8" HDPE ST @ 9.75%
65 LF - 8" HDPE ST @ 1.00%
198 LF - 12" RCP ST @ 10.31%
79 LF - 1
5" H
DPE ST @ 2.00%
PROTECT EXISTING UTILITIES.
COORDINATE ANY REQUIRED
SERVICES WITH UTILITY PROVIDER
PROTECT EXISTING UTILITIES.
COORDINATE ANY REQUIRED
SERVICES WITH UTILITY PROVIDER
CBMH-201
R. 852.55
CONNECT TO EX. PIPE
I. 846.87 12" (IN)
I. 844.87 12" (OUT)
CB-200
R. 851.92
I. 847.92 12" (OUT)
CBMH-205
R. 850.89
I. 847.28 18" (OUT)
I. 847.48 15" (IN)
STMH-208
R. 850.28
I. 844.73 15" (IN)
I. 844.53 21" (OUT)
I. 844.73 18" (IN)
CB-202
R. 845.64
I. 839.50 8" (OUT)
FES-202C
I. 838.70
FES-209
I. 842.20
CB-206
R. 852.61
I. 848.62 15" (OUT)
STMH-207
R. 852.45
CONNECT TO EX. PIPE
I. 849.40 16" (IN)
I. 847.44 15" (IN)
I. 847.01 15" (OUT)
CBMH-204
R. 854.18
I. 849.05 15" (OUT)
I. 849.25 15" (IN)
CBMH-202B
R. 850.45
I. 839.35 8" (IN)
I. 844.35 8" (IN)
I. 839.35 8" (OUT)
CB-202A
I. 846.53 8" (OUT)
SEE DETAIL 3/CU502
FES-210
I. 824.50
CB-203
R. 857.47
I. 850.83 15" (OUT)
N
0 30' 60'
SCALE:1
ADMINISTRATION PARKING & CORTEGE UTILITY PLAN
1" = 30'
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 _u til ity p la n.
dw dm es av ed
:6 /2
2/
1:
lo t:6 /2
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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 CU101
94DMAT
ADMINISTRATION PARKING &
CORTEGE UTILITY PLAN
EXISTING
SECTION 41
EXISTING
SECTION 42
EXISTING
SECTION 41A
EXISTING
SECTION 49
EXISTING
SECTION 41 CREMAINS
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING COMMUNICATIONS
EXISTING OVERHEAD WIRE
NEW STORM SEWER
NEW DRAIN TILE
NEW STORM STRUCTURES
NEW ELECTRIC
NEW WATERMAIN
NEW TELECOMMUNICATION
TEMPORARY FENCE
STORM CLEANOUTCO
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O C
O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
ROAD A
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C
OC
O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
129 LF - 18" HDPE ST @ 2.40%
120 LF - 18" HDPE ST @ 2.60%
LF
" H
D
PE
S T
.2 0%
35 LF - 18" HDPE ST @ 1.00%
LF
" H
D
PE
S T
.0 0%
102 LF - 15" HDPE ST @ 2.55%
147 LF - 1
8" H
DPE ST @
1.97%
44 LF - 12" HDPE ST @ 2.00%
120 LF - 1
8" H
DPE ST @
1.96%
58 LF - 12" HDPE ST @ 1.00%
29 LF - 15" HDPE ST @ 1.00%
105 LF - 15" HDPE ST @ 1.00%
89 LF - 18" HDPE ST @ 1.00%
35 LF - 36" RCP ST @ 0.25%
STMH-103
R. 873.74
I. 863.44 18" (IN)
I. 863.24 18" (OUT)
STMH-102
R. 873.00
I. 864.78 18" (IN)
I. 864.58 18" (OUT)
CB-100
R. 869.78
I. 866.50 12" (OUT)
CBMH-101
R. 869.29
I. 865.13 18" (OUT)
I. 865.63 12" (IN)
CBMH-104
R. 866.03
I. 860.35 18" (IN)
I. 860.15 18" (OUT)
CBMH-105
R. 862.23
I. 857.60 18" (OUT)
I. 857.80 18" (IN)
CB-107
R. 863.26
I. 858.00 15" (OUT)
CBMH-106
R. 859.60
I. 854.50 18" (IN)
I. 854.20 18" (OUT)
CBMH-113
R. 857.16
I. 851.09 18" (IN)
I. 850.09 36" (OUT)
I. 851.09 18" (IN)
CBMH-112
R. 858.92
I. 854.13 15" (IN)
I. 852.85 18" (OUT)
I. 853.05 18" (IN)
CBMH-108
R. 861.20
I. 855.20 15" (OUT)
I. 855.40 15" (IN)
I. 855.20 12" (IN)
CB-109
R. 859.26
I. 855.78 12" (OUT)
CBMH-110
R. 859.97
I. 853.95 18" (OUT)
I. 855.95 4" (IN)
I. 854.15 15" (IN)
FES-114
R. 850.00
I. 850.00 36" (IN)
C O
C O
C O
C O
C O
C O
CO-505
I. 845.35 6" (OUT)
10 LF - 6" PERF ST @ 0.50%
CO-501
I. 845.50 6" (OUT)
9 LF - 6" PERF ST @ 0.50%
9 LF - 6" PERF ST @ 0.50%
15 LF - 6" PERF ST @ 0.50%
CO-503
I. 845.44 6" (OUT)
CO-508
I. 845.32 6" (OUT)
CO-507
I. 845.37 6" (OUT)
23 LF - 6" PERF ST @ 0.50%
BEND-510
I. 845.11 6" (OUT)
BEND-511
I. 845.09 6" (OUT)
4 LF - 6" PERF ST @ 0.50%
3 LF - 6" PERF ST @ 0.50%
CO-500
I. 845.50 6" (OUT)
TEE-504
I. 845.38 6" (OUT)
TEE-506
I. 845.30 6" (OUT)
CROSS-509
I. 845.23 6" (OUT)
TEE-502
I. 845.45 6" (OUT)
19 LF - 6" PERF ST @ 0.50%
L
F
- 6
" P
ER
F
ST
.5 0%
15 LF - 6" PERF ST @ 0.50%
13 LF - 6" PERF ST @ 0.50%
35 LF - 36" RCP ST @ 0.25%
18 LF - 12" RCP ST @ 0.50%
30 LF - 15" RCP ST @ 2.00%
FES-114
I. 850.00
OCS-116
R. 852.05
I. 846.91 12" (IN)
I. 843.60 15" (OUT)
I. 845.08 6" (IN)
FES-115
I. 847.00
FES-117
I. 843.00
N
0 30' 60'
SCALE:1
GRAVESITE EPANSION UTILITY PLAN
1" = 30'
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 _u til ity p la n.
dw dm es av ed
:6 /2
2/
1:
lo t:6 /2
2/
:2
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 CU102
95DMAT
GRAVESITE EPANSION UTILITY
PLAN
IGC
SECTION 73
IGC
SECTION 74
IGC
SECTION 75
IGC
SECTION 76
COLUMBARIUM 3
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING COMMUNICATIONS
EXISTING OVERHEAD WIRE
NEW STORM SEWER
NEW DRAIN TILE
NEW STORM STRUCTURES
NEW ELECTRIC
NEW WATERMAIN
NEW TELECOMMUNICATION
TEMPORARY FENCE
STORM CLEANOUTCO
CU104
N
0 10' 20'
SCALE:2
POND ENLARGMENT
1" = 10'
CU102
COMMITTAL
SHELTER
CO
CO
CO
CEMETERY LP
CAP EX. WATERLINE AT
TERMINATION POINT
CONNECT TO
EXISTING WM
TEE
CONNECT TO EXISTING WM
WATERLINE AND STORM SEWER CROSSING
SEE DETAIL 4/CU502
6" PVC C900 WM
MAINTAIN MINIMUM 3.5'
OF COVER
71 LF - 1
2" H
DPE ST @
3.00%
80 LF - 6" PERF ST @
4.00%
80 LF - 6" PERF ST @
4.00%
81 LF - 6" PERF ST @
4.00%
22 LF - 12" HDPE ST @ 3.00%
CBMH-303
R. 803.35
I. 798.02 12" (OUT)
I. 799.52 6" (IN)
STMH-305
CONSTRUCT OVER EXISTING PIPE
R. 799.36
I. 791.74 30" (IN)
I. 791.74 30" (OUT)
I. 795.23 12" (IN)
CO-301
I. 805.96 6" (IN)
I. 805.96 6" (OUT)
CO-302
I. 802.76 6" (OUT)
I. 802.76 6" (IN)
CO-300
I. 809.15 6" (OUT)
CBMH-304
R. 799.92
I. 795.88 12" (IN)
I. 795.88 12" (OUT)
N
0 30' 60'
SCALE:1
LOOP ROAD UTILITY 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 sh ee ts \1
_c _u til ity p la n.
dw dm es av ed
:6 /2
2/
1:
lo t:6 /2
2/
:2
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 CU103
96DMAT
LOOP ROAD UTILITY PLAN
EXISTING
SECTION 64
EXISTING
SECTION 63
EXISTING
SECTION 65
EXISTING
SECTION 66
EXISTING
SECTION 62
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING COMMUNICATIONS
EXISTING OVERHEAD WIRE
NEW STORM SEWER
NEW DRAIN TILE
NEW STORM STRUCTURES
NEW ELECTRIC
NEW WATERMAIN
NEW TELECOMMUNICATION
TEMPORARY FENCE
STORM CLEANOUTCO
KEY NOTES
SAWCUT AND REMOVE EXISTING
STORM PIPE WITHIN NEW MANHOLE TO
PROVIDE MINIMAL PIPE PENETRATION
THROUGH MANHOLE WALL. GROUT
PIPE PENETRATIONS FLUSH AND
SMOOTH WITH INTERIOR WALL AND
FORM INVERT TO PROVIDE A SMOOTH,
CONTINUOUS FLOW CHANNEL.
COCO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
COCO
CO
CO
SEE IRRIGATION
PLANS FOR WATER
CONNECTION
2 LF - 4" SOLID ST @ 1.00%
CB-111
R. 858.42
I. 854.42 15" (OUT)
67 LF - 4" PERF ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
24 LF - 4" PERF ST @ 1.00%
24 LF - 4" PERF ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
82 LF - 4" PERF ST @ 1.00%
L
F
- 4
" P
ER
F
ST
.0 0%
24 LF - 4" PERF ST @ 1.00%
24 LF - 4" PERF ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
33 LF - 4" SOLID ST @ 11.89%
15 LF - 4" PERF ST @ 1.00%
15 LF - 4" PERF ST @ 1.00%
16 LF - 4" SOLID ST @
2.17%
2 LF - 4" SOLID ST @ 1.00%
7 LF - 4" PERF ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00% 2 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
24 LF - 4" PERF ST @ 1.00%
23 LF - 4" PERF ST @ 1.00%
76 LF - 4" PERF ST @ 1.00%
48 LF - 4" PERF ST @ 1.00%
48 LF - 4" PERF ST @ 1.00%
24 LF - 4" PERF ST @ 1.00%
24 LF - 4" PERF ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
CO-452
I. 857.10 4" (OUT)
CO-437
I. 858.07 4" (OUT)
CO-461
I. 857.53 4" (OUT)
CO-468
I. 857.53 4" (OUT)
CO-475
I. 857.00 4" (OUT)
BEND-462
I. 857.51 4" (OUT)
TEE-407
I. 854.92 4" (IN)
CO-405
I. 858.89 4" (OUT)
CO-413
I. 858.89 4" (OUT)
CO-412
I. 859.04 4" (OUT)
CO-404
I. 859.04 4" (OUT)
CO-428
I. 858.48 4" (OUT)
CO-421
I. 858.48 4" (OUT)
CO-418
I. 858.79 4" (OUT)
CO-427
I. 858.79 4" (OUT)
CO-436
I. 858.54 4" (OUT)
CO-451
I. 857.57 4" (OUT)
CO-460
I. 858.29 4" (OUT)
CO-467
I. 858.29 4" (OUT)
CO-473
I. 857.68 4" (OUT)
CO-401
I. 859.26 4" (OUT)
CO-409
I. 859.26 4" (OUT)
CO-408
I. 859.50 4" (OUT)
CO-400
I. 859.50 4" (OUT)
CO-443
I. 858.23 4" (OUT)
CO-415
I. 859.01 4" (OUT)
CO-424
I. 859.01 4" (OUT)
CO-433
I. 858.76 4" (OUT)
CO-448
I. 857.79 4" (OUT)
CO-464
I. 858.51 4" (OUT)
CO-458
I. 858.51 4" (OUT)
CO-441
I. 858.50 4" (OUT)
CO-472
I. 858.50 4" (OUT)
CO-463
I. 858.75 4" (OUT)
CO-457
I. 858.75 4" (OUT)
CO-447
I. 858.02 4" (OUT)
CO-432
I. 859.00 4" (OUT)
CO-423
I. 859.25 4" (OUT)
CO-414
I. 859.25 4" (OUT)
18 LF - 4" SOLID ST @ 1.00%
18 LF - 4" SOLID ST @ 1.00%
18 LF - 4" SOLID ST @ 1.00%
18 LF - 4" SOLID ST @ 1.00%
18 LF - 4" SOLID ST @ 1.00%
18 LF - 4" SOLID ST @ 1.00%
18 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
31 LF - 4" PERF ST @ 1.00%
TEE-456
I. 854.67 4" (IN)
TEE-478
I. 854.36 4" (IN)
L
F
- 4
" S
OLI
D
ST
1.
5 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
10 LF - 4" SOLID ST @ 1.00%
5 LF - 4" SOLID ST @ 1.00%
9 LF - 4" SOLID ST @ 1.00%
4 LF - 4" SOLID ST @ 1.00%
2 LF - 4" SOLID ST @ 1.00%
BEND-470
I. 857.46 4" (OUT)
BEND-469
I. 857.51 4" (OUT)
BEND-454
I. 857.03 4" (OUT)
BEND-453
I. 857.08 4" (OUT)
BEND-466
I. 858.31 4" (OUT)
BEND-460
I. 858.31 4" (OUT)
BEND-459
I. 858.49 4" (OUT)
BEND-465
I. 858.49 4" (OUT)
BEND-450
I. 857.59 4" (OUT)
BEND-449
I. 857.77 4" (OUT)
BEND-435
I. 858.56 4" (OUT)
BEND-434
I. 858.74 4" (OUT)
BEND-430
I. 858.42 4" (OUT)
BEND-429
I. 858.46 4" (OUT)
WYE-420
I. 858.55 4" (OUT)
CO-419
I. 858.57 4" (OUT)
BEND-403
I. 859.06 4" (OUT)
BEND-402
I. 859.24 4" (OUT)
BEND-411
I. 859.06 4" (OUT)
BEND-410
I. 859.24 4" (OUT)
BEND-417
I. 858.81 4" (OUT)
BEND-416
I. 858.99 4" (OUT)
BEND-425
I. 858.99 4" (OUT)
BEND-426
I. 858.81 4" (OUT)
2 LF - 4" SOLID ST @ 1.00%
BEND-446
I. 858.04 4" (OUT)
WYE-445
I. 858.16 4" (OUT)
WYE-443
I. 858.21 4" (OUT)
BEND-440
I. 858.24 4" (OUT)
BEND-442
I. 858.23 4" (OUT)
CO-439
I. 858.58 4" (OUT)
L
F
- 4
" P
ER
F
ST
.0 0%
2 LF - 4" SOLID ST @ 1.00%
5 LF - 4" SOLID ST @ 1.00%
BEND-474
I. 857.01 4" (OUT)
WYE-476
I. 856.99 4" (OUT)
L
F
- 4
" S O
LI
D
S T
.0 0%
2 LF - 4" SOLID ST @ 1.00%
WYE-431
I. 858.33 4" (OUT)
10 LF - 4" SOLID ST @ 10.66%
WYE-455
I. 856.93 4" (OUT)
BEND-438
I. 858.04 4" (OUT)
LF
- 4 " S
OLID
S
T @ 8.
CBMH-110
I. 853.95 18" (OUT)
I. 855.95 4" (IN)
I. 854.15 15" (IN)
BEND-406
I. 858.86 4" (OUT)
3 LF - 4" SOLID ST @ 1.00%
11 LF - 4" SOLID ST @ 4.64%9
LF
4"
S
OLI
D
ST
.9 5%
WYE-471
I. 857.00 4" (OUT)
5 LF - 4" SOLID ST @ 4.95%
76 LF - 4" PERF ST @ 1.00%
WYE-477
I. 856.77 4" (OUT)
9 LF - 4" SOLID ST @ 1.47%
BEND-422
I. 858.46 4" (OUT)
L
F
- 4
" S
OLI
D
ST
1.
105 LF - 15" HDPE ST @
1.00%
89 LF - 18" HDPE ST @ 1.00%
N
0 5' 10'
SCALE:1
COLUMBARIUM 3 UTILITY PLAN
1" = 5'
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 _u til ity p la n.
dw dm es av ed
:6 /2
2/
1:
lo t:6 /2
2/
:2
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 CU104
97DMAT
COLUMBARIUM 3 UTILITY PLAN
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING COMMUNICATIONS
EXISTING OVERHEAD WIRE
NEW STORM SEWER
NEW DRAIN TILE
NEW STORM STRUCTURES
NEW ELECTRIC
NEW WATERMAIN
NEW TELECOMMUNICATION
TEMPORARY FENCE
STORM CLEANOUTCO
IGC
SECTION 74
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 _u til ity d et ai ls
.d w bn or he im av ed
:6 /1
8/
:1
AM
lo t:6
/2 2/
:2
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 CU501
98DMAT
UTILITY DETAILS 1
12"
6"
PIPE BEDDING CONFORMING TO TYPE 57 STONE
OR APPROVED EQUAL. FOLLOW GEOTECHNICAL
REPORT INSTRUCTIONS AND MATERIALS.
COMPACTED
BACKFILL
"DIA." DENOTES OUTSIDE
DIAMETER OF PIPE
DIA+12" MIN.
COMPACTED
BACKFILL
12"
PIPE BEDDING CONFORMING TO TYPE 57 STONE
OR APPROVED EQUAL. FOLLOW GEOTECHNICAL
REPORT INSTRUCTIONS AND MATERIALS.
"DIA." DENOTES OUTSIDE
DIAMETER OF PIPEDIA+12" MIN.
IMPROVED PIPE
FOUNDATION
PIPE FOUNDATION & BEDDING IN
POOR SOILS
PIPE FOUNDATION & BEDDING IN
GOOD SOILS
DIA.
DIA.
SCALE:1
PVC PIPE BEDDING
NTS
SCALE:4
FLARED END SECTION DETAIL
NTS
12"
DIA+12" MIN.
DIA/4 BUT NOT
LESS THAN 6"
"DIA" DENOTES OUTSIDE
DIAMETER OF PIPE
HAND SHAPED FROM
ANGULAR BEDDING MATERIAL
COMPACTED BACKFILL
COARSE FILTER AGGREGATE
MnDOT SPEC. 3149H MOD.
LOAD FACTOR 1.9
CLASS B
DIA.
6"
COMPACTED BACKFILL
"DIA." DENOTES OUTSIDE
DIAMETER OF PIPE
DIA.
DIA+12" MIN.
0.5 DIA
HAND SHAPED FROM FIRM
UNDISTURBED SOIL
LOAD FACTOR 1.5
CLASS C-1
"DIA." DENOTES OUTSIDE
DIAMETER OF PIPE
COMPACTED BACKFILLDIA.
DIA+12" MIN.
LOAD FACTOR 1.5
CLASS C-2
COARSE FILTER AGGREGATE
MnDOT SPEC. 3149H MOD.
HAND SHAPED FROM
ANGULAR BEDDING MATERIAL
DIA/4 BUT NOT
LESS THAN 6"
6"
0.5 DIA
0.5 DIA
SCALE:2
RCP PIPE BEDDING
NTS
SCALE:3
FLARED END SECTION W/ RIPRAP
N.T.S.
A
DIA. OF
PIPE (IN.) L (FT.)
QUANTITY
(C.Y.) CLASS
>48 22-28 30-40
IV
IV
III
III
III
III
IV
III
III
MINIMUM RIPRAP REQUIRED
TIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPES
AND BED IN GRANULAR MATERIAL. ANY COVER LESS
THAN 2' OVER TOP OF PIPE MUST BE GRANULAR
MATERIAL.
SECTION A-A
SECTION B-B
NOTE:
ONE CUBIC YARD IS
APPROXIMATELY 1.4 TONS.
PLAN
1' (12"-27" DIA. PIPE)
1.5' (30" AND LARGER PIPE)
RIPRAP
NONWOVEN GEOTEXTILE
FABRIC
1' (12"-27" DIA. PIPE)
1.5' (30" AND LARGER PIPE)
RIPRAP
NONWOVEN GEOTEXTILE FABRIC
EXTEND 1' UNDER FES
D
IA
D
IA
B
A
BL
2'
2'
SCALE:6
FILTRATION BASIN TYPICAL CROSS SECTION
N.T.S.
847.0 845.5
HWL = 848.19
NWL = DRY
VARIES
SEE CG102
852.00
EOF = 850.0
FILTER MEDIA
SEE DETAIL 5/CU501
PERF. DRAINTILE
(SEE PLANS FOR LOCATION)
OCS 118
RIM 852.00
3 1
VARIES
SEE CG102
BOTTOM OF FILTRATION MEDIA
12" MINIMUM
NOTES:
1. FILTER MIX:
70-80% CONSTRUCTION SAND &
15-30% ORGANIC MATTER (COMPOST)
GEOTEXTILE FABRIC TO ALLOW 125 GPM (MIN.) / SF FLOW THROUGH
6" OF 0.25-0.5" WASHED RIVER RUN PEA GRAVEL
6" PERFORATED DRAINTILE (SEE PLANS FOR DETAILS)
12" (MIN.) FILTER MIX (SEE NOTE 1)
SCALE:5
FILTER MEDIA DETAIL
N.T.S.
852.0
EOF 850.0
TOP OF BERM 852.0RIPRAP
NONWOVEN GEOTEXTILE
FABRIC
SCALE:7
POND OVERFLOW DETAIL
N.T.S.
2'
5'
21'2'
MIN.
2'
MIN.
File details come from the government source that posted it. Updated .