_11 LNC BD - GRADING DRAINAGE (pg 78-82).pdf

13 MB Posted

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

About this file

Written by GovTribe AI ·

This document is a set of bid submittal drawings for the Leavenworth National Cemetery Gravesite Expansion project. The project, numbered 897CM3025, is located at 150 Muncie Road, Leavenworth, Kansas 66048, and is being developed by the U.S. Department of Veterans Affairs, Office of Design and Construction Services. The architect/engineer of record is Anderson Engineering of Minnesota, LLC (Project #18704), with cost estimating provided by OCMI in Richardson, Texas. The drawings are dated June 22, 2026, and include comprehensive grading and drainage plans for the cemetery expansion.

The bid documents contain five primary grading plans: Overall Grading & Drainage Plan (CG100), Administration Parking & Cortege Grading Plan (CG101), Gravesite Expansion Grading Plan (CG102), Loop Road Grading Plan (CG103), and Columbarium 3 Grading Plan (CG104). These plans detail site improvements including new construction limits, drainage swales, storm sewer systems, contour modifications, and final spot elevations across multiple cemetery sections. The drawings specify finished floor elevations, rim elevations, match existing grades, low points, and top/bottom of wall elevations using standardized surveying notation. The project encompasses existing sections (Sections 41, 41A, 42), new development areas including gravesites (Sections 73-76), columbarium facilities, committal shelters, and associated roadways (Cemetery Road, Singer Road, Riverview Avenue, Road A, and Obelisk Road). All plans include detailed drainage arrow notations and slope percentages to ensure proper site hydrology management.

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
_20 LNC BD - PLANTING IRR pt1 (pg 139-149).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
_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
Show 40 more

50 files listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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

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

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

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

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

N

0 150' 300'

SCALE:1

OVERALL GRADING & DRAINAGE PLAN

1" = 150'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

F

O R

M

A

Fi le

P at h:

y

:\1

\1 v a nc a m id w es t -g ra ve si te e xp an si on le av en w or th k an sa s\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c _g ra di ng p la n.

dw g ed it:

dm es sm er s av ed :6

/2 2/

:3

PM

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 CG100

78DMAT

OVERALL GRADING & DRAINAGE

PLAN

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

DRAINAGE SWALE /

FLOWLINE

EXISTING MINOR

CONTOUR

EXISTING MAJOR

CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

EXISTING STORM SEWER

NEW STORM SEWER

EXISTING SPOT

ELEVATION

DRAINAGE ARROW

FINAL SPOT ELEVATION

HIGH POINT

FINISHED FLOOR

ELEVATION

RIM ELEVATION

MATCH EXISTING

LOW POINT

TOP OF WALL

BOTTOM OF WALL

FLOWLINE

TOP BACK OF CURB

EMERGENCY OUTFALL

HP 1110.1

1110.1

FFE 1110.1

R. 1110.1

ME 1110.1

LP 1110.1

TW 1110.1

BW 1110.1

FL 1110.1

TC 1110.1

EO 1110.1

CG101

CG103

CG102

VETERAN AFFAIRS MEDICAL

CENTER PROPERTY AREA

CEMETERY ENTRANCE RD

CEMETERY RD

R. 851.92

FES

I. 838.70

R. 854.18

R. 857.47

ME 844.98

ME 845.30

ME 862.90

ME 862.49

FL 853.36

FL 854.50

FL/HP 854.08

FL 854.24

FL 854.79

FL 855.11FL/HP 857.09

FL 851.92

FL 852.25FL 852.40

FL 853.10

FL 852.94

FL 853.21

FL 854.70

FL 852.09

FL 853.29

FL/HP 853.24 FL 861.37

FL 857.47

FL 859.46

FL 858.37

FL 853.56

FL 855.96

FL 855.78

HP 857.69

FL 852.69

857.88

FL 858.98

FL 858.44

FL 860.40

FL 862.25

FL 862.72

FL 860.06

FL 852.56

FL 853.35

FL 853.94

FL 845.43

FL 845.80

ME 866.58

ME 862.25

ME 861.27

ME 859.18

ME 860.48

ME 846.06

ME 841.39

ME 840.62

ME 842.10

ME 842.13

ME 840.51 ME 838.50

ME 841.35

ME 835.08

ME 835.09

ME 834.84

ME 834.77

ME 838.39

ME 841.30

ME 844.09

ME 842.90

ME 845.16 ME 851.83

ME 863.64

ME 863.27

ME 859.36

ME 855.43 ME 857.92

ME 858.26

ME 860.97

ME 861.10

ME 856.72

TC 857.97

FL 858.70

ME 853.83

ME 864.51

854.59

TC 854.68

FL 854.18

7.8%

4.2%

2.8%

3.1%

3.

1%

4.2%

4.4%

5.2%

4.5%

4.2%

5.0%

4.7%

4.3% 4.9%

4:1

4:

1 3:

3:

1 6:

5:

4:1

3:1

3:1

4:1

3:1

4:

1 5:1

3.3

5:

3:

R. 852.61

R. 852.45

R. 850.28

FES

I. 842.20

R. 845.64R. 852.55

R. 850.89

1.0%

1.0%

1.0%

1.0%

0.7%

2.

5%

3.

2%

3.

0% 2.

6%

2.

7%

2.

4%

4.9%

3.9%

2.

7%

4.9%

1.8%

5.0%

3.

1%

1.

4%

1.0%

1.

5%

3.

8%

2.

9%

3.

7%

2.

8%

1.

8%

2.

7%

1.

5%

1.

8%

2.

0%

2.

4%

3.8%

.5

1.

5%

1.

5%

1.

5%

2.

6%

0.7%

0.7%

1.0%

2.

2%

2.

5%

1.

5%

1.5%

0.

4%

1.4%

0.

4%

1.4%

1.

5% 1.

5%

4.8%

1.

4%

1.

4%

1.5%

1.

4%

1.5%

1.

4%

1.

4%

1.4

1.

5%

1.

5%

1.

0%

1.2% 14 .7

5:

5:

5:

5:

3:

4:1

10:1

9:

10:1

6:

3:

3:

5:

5:1

6.

4%

6.

8%

8.2

.7

1.5%

1.5%

1.

5%

1.5%

1.7

1.

5%

1.0% 1.0%

1.

5%

1.4%

1.

2%

1.

1%

6.9% 1.3%

7.0%

1.

3%

1.

3%

1.3%

1.

3%

1.3%

1.8%

1.0%

1.0%

0.7%

0.7%

1.

5%

1.7%

2.

5%

5.4%

7.8%

854.01 854.04

853.73

853.67

853.56

HP 853.98

853.42

HP 853.70

853.29

853.14 853.20

853.36

853.28

851.76 851.42

851.34

851.50

851.62

851.62

851.50

853.36

851.84

854.10

853.95

853.45

853.95

851.54

850.92

854.12

FFE 854.20

FFE 854.20

854.07

854.10

854.20853.94

854.20

853.90

FFE 854.20

851.70

851.70

TW 851.70

TW 851.70

851.65

BW 845.70

BW 845.70

FL 853.08

FL 852.84

853.56

FL 852.76

FL 852.55

FL 853.14

TC 853.64

TC 853.58

FL 853.34

FL 853.94

HP/FL 853.39

FL 852.97

FL 852.82

FL 852.61

FL 852.55

TC 853.11

TC 853.05

FL 852.70

FL 853.20

853.79

FL 854.05

FL 855.36

FL 854.40

FL 852.32

852.73

FFE 854.20

854.10

854.19

853.50

852.51

852.59

BW 845.70

BW 845.70

844.20

842.40 842.40

844.20

FL 850.89

FL 851.64

FL 852.20

FL 852.80

851.30

FL 851.96

851.80

FL 851.39

853.97

854.17

854.18

853.90

853.86

HP 853.47

TC 853.20

TC 852.82

TC 851.89

TC 851.39

FL 852.91

853.35

853.13

853.21 853.13

TC 853.47

TC 853.70

TC 853.89

TC 853.34

TC 853.26

TC 853.05

TC 853.07

TC 853.39

853.15

852.85

852.73

853.46

TC/FL 852.65

TC/FL 852.77

FL 852.89

853.10

852.86

TC 853.41

TC 853.32

1.3%

4.

5%

2.

4%2.2

6.

7%

1.8%

:1

4.2%

1.

5% 854.12

854.06

854.12854.08

853.92853.95

2.

6%

8:

4:

FFE 854.20FFE 854.20

1.

6% 1.

3%

2.

8%

0.5%

5.

9%

5.

7%

N

0 10' 20'

SCALE:2

ADMINISTRATION BUILDING GRADING ENLARGMENT

1" = 10'

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 _g ra di ng p la n.

dw dm es av ed :6

/2 2/

:3 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 CG101

79DMAT

ADMINISTRATION PARKING &

CORTEGE GRADING PLAN

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

DRAINAGE SWALE /

FLOWLINE

EXISTING MINOR

CONTOUR

EXISTING MAJOR

CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

EXISTING STORM SEWER

NEW STORM SEWER

EXISTING SPOT

ELEVATION

DRAINAGE ARROW

FINAL SPOT ELEVATION

HIGH POINT

FINISHED FLOOR

ELEVATION

RIM ELEVATION

MATCH EXISTING

LOW POINT

TOP OF WALL

BOTTOM OF WALL

FLOWLINE

TOP BACK OF CURB

EMERGENCY OUTFALL

HP 1110.1

1110.1

FFE 1110.1

R. 1110.1

ME 1110.1

LP 1110.1

TW 1110.1

BW 1110.1

FL 1110.1

TC 1110.1

EO 1110.1

N

0 30' 60'

SCALE:1

ADMINISTRATION PARKING & CORTEGE GRADING PLAN

1" = 30'

CG101

SEE CR117 FOR

PLAN AND PROFILE

EXISTING

SECTION 42

EXISTING

SECTION 41

EXISTING

SECTION 41A

SEE CR117 FOR

PLAN AND PROFILE

KEY NOTES

SEE STRUCTURAL FOR STOOP

LOCATIONS AND DETAILS.1

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

C O

C O

C O

C O

C O

C O

C

OC

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

0 861 86

858C O

C O

C O

C O

C O

C O

ROAD A

RIVERVIEW ROAD

SI

N

G

ER

R O

AD

R. 873.74

R. 873.00

R. 869.78

R. 869.29

R. 866.03

R. 862.23

R. 863.26

R. 859.60

R. 857.16

FES

I. 850.00

R. 852.05

FES

I. 847.00

FES

I. 843.00

R. 861.20

R. 859.26

R. 858.92

875.35

HP 875.97

872.22

871.12

863.14

866.68

866.87

865.37

871.22

874.40

864.72

866.22

858.67

866.06

859.13

860.52

863.81

FL 864.10

FL 863.50

FL 862.03

FL 862.63

FL 857.16

FL 858.70

FL 858.92

FL 860.56

FL 860.77

859.06 859.15

860.74 860.85

FL 863.26

FL 863.86

FL 861.20

FL 861.80

FL 870.28

FL 869.80

FL 870.58

FL 871.21

FL 869.54

FL 868.94

FL 874.31

FL 874.72

FL 874.12FL 873.85

ME 843.37

ME 843.34

ME 843.05

ME 841.86

ME 842.46

ME 842.91

ME 841.37

ME 837.92

ME 836.31

ME 836.47

ME 841.25

ME 851.07

ME 857.62

850.00

849.90

849.90

850.00

EO 850.00

EO 85

0.0

FL 857.01

FL 851.00

FL 849.40

FL/ME 847.13

ME 861.24

ME 865.91

ME 870.67 ME 872.00

ME 874.15

ME 862.01

ME 864.08

856.92

857.24

855.61

852.00

FL 859.04 FL 863.47

ME 863.97

ME 864.47

ME 872.17

ME 877.20

ME 864.16

ME 863.45

ME 863.16

ME 863.15

ME 863.00

ME 872.91

ME 862.65

ME 872.99

ME 863.20

ME 851.23

859.45

859.51

875.95

868.96

ME 852.49

858.77

FL 857.30

FL 861.40

FL 861.09

FL 863.07

FL 864.08

860.71 862.62

FL/LP 857.76

FL 857.40

FL 859.40

FL 859.79

FL 859.60

FL 873.18

FL 877.05

ME/FL 877.54

ME/FL 874.06

FL 872.75

873.43

875.11

864.07

ME 870.92

ME 876.55

FL 862.23

FL 862.43

FL 866.03

FL 865.57

FL 866.48

FL 855.11

FL 859.00

5.2%

5.9%

7.5% 1.7%

4.6%

4.6%

8.8%

8.6%

5.2%

3.8%

2.3%

2.3% 6.1%

3.7%

2.5%

2.9%

4.0%

3.4%

4.8%

6.3%

4.7%

5.

5%

3.7

2.

7%

2.

4%

2.

6%

3.

1%

4.6

4.6

4.8

4.8

5.2

3.1

3.6

3.

2%

10.2%

9.7%

8.2%

6.6

8.9

4.8%

.2

.2

9.

3%

3.9%

3.

5%

2.8%

7.1

8.0%

4.6%

5.

9%

3.8%

6.3%

6.2%

.9%

.1

8.3

8.4%

3.1%

2.8%

2.8%

2.8%

2.7%

2.

9%

3.5%

3.5%

3.

4%

3.

2%

5.

2%

4.6% 5.2%

7.

1%

2.2%

11.9%

2.0%

10.3%

5.6% 2.4%

3:1

3:1

4:1

4:1

3:1

3:1

3:

3:1

5:1

5:1

6:1

3:1

3:1

6:1

15:1

3:

7:1

3.5%

.2

2.3%

2.1%

3:

4:

4:

1 4:

4:

11.4%

2.2%

2.5%

2.0%

2.1%

4.0%

6.3%

N

0 30' 60'

SCALE:1

GRAVESITE EXPANSION GRADING 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 _g ra di ng p la n.

dw dm es av ed :6

/2 2/

:3 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 CG102

80DMAT

GRAVESITE EXPANSION GRADING

PLAN

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

DRAINAGE SWALE /

FLOWLINE

EXISTING MINOR

CONTOUR

EXISTING MAJOR

CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

EXISTING STORM SEWER

NEW STORM SEWER

EXISTING SPOT

ELEVATION

DRAINAGE ARROW

FINAL SPOT ELEVATION

HIGH POINT

FINISHED FLOOR

ELEVATION

RIM ELEVATION

MATCH EXISTING

LOW POINT

TOP OF WALL

BOTTOM OF WALL

FLOWLINE

TOP BACK OF CURB

EMERGENCY OUTFALL

HP 1110.1

1110.1

FFE 1110.1

R. 1110.1

ME 1110.1

LP 1110.1

TW 1110.1

BW 1110.1

FL 1110.1

TC 1110.1

EO 1110.1

IGC

SECTION 73

IGC

SECTION 74

IGC

SECTION 75

IGC

SECTION 76

COLUMBARIUM 3

POND

SEE CR101 FOR

PLAN AND PROFILE

CG104

SEE CR101 FOR

PLAN AND PROFILE

KEY NOTES

ADJUST/RESET EXISTING UTILITY BOX

COVER/MANHOLE RIM TO FINISHED

GRADE

POND RIPRAP OVERFLOW AREA

(SEE DETAIL 7/CU501)

MATCH EXISTING GRADE

AT LIGHTPOLE BASE

814814

CO

CO

CO

CEMETERY LP

R. 803.35

R. 799.36

R. 812.72

R. 809.90

R. 806.05

R. 799.92

HP 814.27

FL 812.43

FL 803.91

FL 802.42

FL 801.08

ME 812.57

ME 812.86

ME 812.20

ME 811.22

ME 810.22

ME 809.21

ME 808.22

ME 807.26

ME 806.25

ME 805.27

ME 804.41

ME 804.16

ME 803.64

ME 803.00

ME 801.84

ME 800.30

ME 800.74

ME 803.74

ME 802.75

ME 801.35

ME 799.98

ME 799.85

ME 799.43

ME 805.25

ME 805.30

ME 805.01

ME 806.00

ME 807.00

ME 808.00

ME 809.00

ME 810.00

ME 811.00

ME 812.00

FL 806.76

FL 809.90

FL 803.35

ME 797.81

ME 797.24

ME 797.54

ME 799.02

ME 804.31

ME 804.77

ME 804.12

ME 804.61

ME 814.01

ME 814.02

ME 813.42

ME 813.39

ME 820.00

ME 820.00

ME 815.81

ME 814.00

5.

6%

2.0%

4.1%

4.7%

3.9%

4.7

4.7%

4.7%

4.2%

N

0 30' 60'

SCALE:1

LOOP ROAD GRADING 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 _g ra di ng p la n.

dw dm es av ed :6

/2 2/

:3 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 CG103

81DMAT

LOOP ROAD GRADING PLAN

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

DRAINAGE SWALE /

FLOWLINE

EXISTING MINOR

CONTOUR

EXISTING MAJOR

CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

EXISTING STORM SEWER

NEW STORM SEWER

EXISTING SPOT

ELEVATION

DRAINAGE ARROW

FINAL SPOT ELEVATION

HIGH POINT

FINISHED FLOOR

ELEVATION

RIM ELEVATION

MATCH EXISTING

LOW POINT

TOP OF WALL

BOTTOM OF WALL

FLOWLINE

TOP BACK OF CURB

EMERGENCY OUTFALL

HP 1110.1

1110.1

FFE 1110.1

R. 1110.1

ME 1110.1

LP 1110.1

TW 1110.1

BW 1110.1

FL 1110.1

TC 1110.1

EO 1110.1

###EXISTING

SECTION 64

EXISTING

SECTION 63

EXISTING

SECTION 65

EXISTING

SECTION 66

EXISTING

SECTION 62

COMMITTAL

SHELTER

SEE CR106 FOR

PLAN AND PROFILE

SEE CR106 FOR

PLAN AND PROFILE

SEE CR104 FOR

PLAN AND PROFILE

SEE CR104 FOR

PLAN AND PROFILE

SEE CR104 FOR

PLAN AND PROFILE

SEE CR105 FOR

PLAN AND PROFILE

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

R. 858.42

858.57 858.92

7.2%

2.

9%

860.49

860.03

860.69

860.21 860.02

860.32

860.39

860.07

860.15

860.55

860.62

860.77

860.85

860.45

860.50

860.14

860.19

859.84

859.91

859.41

859.50

860.74

860.67

860.52

860.44

860.29

860.22

860.06

859.98

861.14

861.06

860.89

860.82

860.65

860.57

860.39

860.31

860.92

861.26

859.65859.28

859.46

859.40

859.62

859.65

859.53

859.87

859.96

859.95

860.14

860.22

860.40

860.42

FL 859.97

860.50

860.47

860.67

860.56

1.

5%

0.9%

1.

6%

1.

5%

0.7%0.7%0.7%0.7%

859.60

0.7%

0.7%

859.69

1.0%

861.36 1.0%

0.9%

0.9%

0.9%

0.8%

0.8%

0.8%

0.8%

0.8%

0.8%

0.8%

0.7%0.6%

0.7%0.6%

4.

0%

5.9%

5.9

2.0%

2.

8%

2.

8%

2.1%

2.0%

1.9%

1.9%

2.0%

1.8%

1.7%

1.6% 1.6%

1.6% 1.6%

1.6%

1.7%1.5%

1.5%1.5%

1.5%

1.

8%

1.

8%

1.4%1.3%

1.7%

1.3%

1.6%

1.3%

1.6%

1.2%

1.4%

1.4%

1.4%

4.

0%

.8

6.6%

.5

7.8%

.5

.5

.9

.9

% 13 .9

.9

.9

.9

5.0%

5.0%

5.0%

5.0%

10.7%

5.9%

3.7

1.

5%

1.4%

1.

5%

1.6%

1.8% 1.7%

1.8%

1.3%

2.0%

860.23

860.32

860.42

860.16

859.61

2.0%

14.9%

859.85

859.69

1.

8%

1.

3%

0.5%

0.6

1.

3%

0.5

0.6%

0.5

0.

9%

0.5

0.9%

1.0%

0.

9%

0.5%

1.0%

1.

5%

1.6

859.77

859.87

860.06

860.13

1.6

1.6

1.7%

1.7%

1.7%

860.37

860.30

HP 859.12

1.

9%

1.

9%

1.

9%

5.

0%

860.00 860.23

860.23

859.98859.68

859.98

860.28 860.47

860.47

R. 859.97

860.62

860.68

860.59

860.54

2.2%

2.0%

FL 860.21

1.7%

1.2%

1.2%

FL 860.39

FL 859.62

1.2%

861.06

FL 859.22

6.

1%

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 _g ra di ng p la n.

dw dm es av ed :6

/2 2/

:3 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 CG104

82DMAT

COLUMBARIUM 3 GRADING PLAN

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

DRAINAGE SWALE /

FLOWLINE

EXISTING MINOR

CONTOUR

EXISTING MAJOR

CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

EXISTING STORM SEWER

NEW STORM SEWER

EXISTING SPOT

ELEVATION

DRAINAGE ARROW

FINAL SPOT ELEVATION

HIGH POINT

FINISHED FLOOR

ELEVATION

RIM ELEVATION

MATCH EXISTING

LOW POINT

TOP OF WALL

BOTTOM OF WALL

FLOWLINE

TOP BACK OF CURB

EMERGENCY OUTFALL

HP 1110.1

1110.1

FFE 1110.1

R. 1110.1

ME 1110.1

LP 1110.1

TW 1110.1

BW 1110.1

FL 1110.1

TC 1110.1

EO 1110.1

N

0 5' 10'

SCALE:1

COLUMBARIUM GRADING PLAN

1"=5'

File details come from the government source that posted it. Updated .