_16 LNC BD - ROADS pt2 (pg 106-113).pdf

14 MB Posted

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

About this file

Written by GovTribe AI ·

These are plan and profile sheets from bid documents for the Leavenworth National Cemetery Gravesite Expansion project (897CM3025) located at 150 Muncie Road, Leavenworth, Kansas 66048. The U.S. Department of Veterans Affairs is the federal agency overseeing this project through the Office of Design and Construction Services. The architect/engineer of record is Anderson Engineering of Minnesota, LLC (Project #18704), with the bid submittal issued June 22, 2026.

The sheets contain detailed civil engineering drawings showing plan views and vertical profiles for multiple roadway sections within the cemetery including Loop Road (STA 4+00 to 12+30), Cemetery Loop Roundabout (STA 22+00 to 23+00), Cemetery Road (STA 10+00 to 18+50), Overlook Road (STA 6+00 to 15+00, 15+00 to 25+00, and 25+00 to 33+53), and Obelisk Road (STA 7+00 to 15+50 and STA 22+00 to 15+50). The drawings display existing and proposed grades, vertical curve information, superelevation details, curb and gutter specifications, and section transitions. Work requirements include full-depth pavement and curb removal in areas receiving new pavement, tree root removal to 2 feet beyond back of curb, new bituminous and concrete pavement installation, curb and gutter construction, and matching existing pavement edge elevations where no new curb and gutter is shown. Contractors must verify utility locations and all project limits prior to construction and notify the Contracting Officer of any discrepancies.

View the file

Other files

File Type Posted
S06_36C78626B0027 Amend. 0002.pdf PDF
S05_Attachment - RFI Responses - Updated 9.22.2026.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 - 00 00 00 Specification Cover.pdf PDF
S02_Attachment - 01 35 26 Safety Requirements.pdf PDF
S02_Attachment - AE Addendum 01 Cover.pdf PDF
S06_36C78626B0027 Amend. 0001.pdf PDF
S05_Attachment - RFI Responses.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
_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
_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
_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
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+0

+0

16+00

4+00

5+00

6+00

7+00

8+

9+00

10+00

11+00

12+00

12+30

ME 813.39

ME 813.42

ME 814.02

ME 814.01

ME 804.77

ME 813.30

ME 813.08

ME 799.98

ME 799.85

ME 799.02

ME 797.54

ME 804.31

ME 804.12

ME 804.61

ME 797.24

ME 797.81

ME 799.43

ME 814.00

ME 820.00

ME 820.00

ME 815.81

ME 813.50

ME 814.34

ME 814.00

STA=10+58

N=360593.03

E=2193501.13

STA=12+29

N=360485.80

E=2193371.49

STA=4+00

N=360576.69

E=2193217.89

HP 814.27

HP 813.70

0.38% 2.08% 1.84% 1.36% 3.71% 1.37% 0.65% -2.01% -2.88%

-4.20%2.08% 1.46%

-0.67%

-3.43% 0.72%

-5.32% -4.98%

-4.40%

-4.78%

PV

IS

: 4 +0

0.

PV

IE

: 8

.2

PV

IS

: 4 +1

2.

PV

IE

: 8

.3

PV

IS

: 4 +7

5.

PV

IE

: 8

.6

PV

IS

: 5 +1

9.

PV

IE

: 8

.2

PV

IS

: 5 +5

1.

PV

IE

: 8

.9

PV

IS

: 6 +3

6.

PV

IE

: 8

.5

PV

IS

: 6 +7

4.

PV

IE

: 8

.0

PV

IS

: 6 +8

1.

PV

IE

: 8

.3

PV

IS

: 7 +3

8.

PV

IE

: 8

.0

PV

IS

: 7 +6

8.

PV

IE

: 8

.2

PV

IS

: 8 +5

1.

PV

IE

: 8

.7

PV

IS

: 8 +8

4.

PV

IE

: 8

.0

PV

IS

: 9 +5

8.

PV

IE

: 8

.9

PV

IS

: 1 0+

.0

PV

IE

: 8

.1

PV

IS

: 1 1+

.4

PV

IE

: 8

.7

PV

IS

: 1 1+

.8

PV

IE

: 8

.4

PV

IS

: 1 1+

.2

PV

IE

: 7

.9

PV

IS

: 1 2+

.1

PV

IE

: 7

.8

PV

IS

: 1

2+

.4

PV

IE

: 7

.5

PV

IS

: 1 2+

.7

PV

IE

: 7

.5

PROPOSED GRADEEXISTING GRADE

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 _r oa ds

_1 lo op

.d w g ed it:

bn or he im s av ed

:6 /1

8/

:2

AM

p lo t:6

/2 2/

:3

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 CR106

106VBAT

PLAN & PROFILE - LOOP ROAD

(STA. 4+00 -12+30)

SCALE:2

PROFILE VIEW LOOP ROAD STA. 4+00 - 12+30

H: 1" = 30' V: 1" = 2.5'

N0 30' 60'

SCALE:1

PLAN VIEW LOOP ROAD STA. 4+00 - 12+30

1" = 30'

SEE SHEET CR104

SEE SHEET CR105

EXISTING

SECTION 64

EXISTING

SECTION 63

1. BENCHMARK, SEE TOPOGRAPHIC

SURVEY.

2. FULL-DEPTH PAVEMENT & CURB

REMOVAL MUST OCCUR IN ALL AREAS

SHOWN AS RECEIVING NEW PAVEMENT.

3. REMOVE ANY TREE ROOTS TO 2' BEYOND

BACK OF CURB.

GENERAL NOTES

CONTRACTOR NOTES

MATCH EXISTING GRADE AT EXISTING CATCH

BASIN INLET.

CONCRETE VALLEY GUTTER (SEE DETAIL

9/CS501)

SUPERELEVATED ROAD SECTION VARYING

SLOPE (SEE DETAIL 1/CS503)

CROWNED ROAD SECTION VARYING SLOPE

(SEE DETAIL 2/CS503)

BARRIER CURB (SEE DETAIL 6/CS501)

ROLL CURB (SEE DETAIL 7/CS501)

KEY NOTES

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW CURB & GUTTER

ROAD SECTION TRANSTION

2" MILL & OVERLAY EXISTING ASPHALT

PAVEMENT

NEW HEAVY DUTY CONCRETE

PAVEMENT (4/CS501)

NEW BITUMINOUS PAVEMENT (2/CS501)

1. VERTICAL PROFILE INFORMATION SHOWN

IN NON-REPLACEMENT AREAS IS FOR

REFERENCE ONLY. ROAD AREAS TO BE

REMOVED ARE INTENDED TO BE REPLACED

TO THE EXISTING VERTICAL DESIGN.

VERTICAL DESIGN DATA HAS BEEN ADDED

FOR CONSTRUCTION PURPOSES.

HOWEVER, THE CONTRACTOR MUST

NOTIFY THE COR OF ANY VARIATION FROM

EXISTING THAT MAY ADVERSELY AFFECT

THE DRAINAGE OR IMPACT ADJACENT

AREAS. THE COR AND ENGINEER WILL

REVIEW AND MAKE FIELD ADJUSTMENTS IN

THOSE AREAS AS NEEDED PRIOR TO

CONSTRUCTION OF NEW PAVEMENTS.

2. TAPER NEW ROAD EDGE OVER 10' MIN

DISTANCE TO MATCH EXISTING ROAD.

3. CONFIRM LOCATION OF EXIST. UTILITIES

PRIOR TO CONSTRUCTION OR

CONNECTION.

4. SOME MATCH-IN LOCATIONS AND PROJECT

LIMITS SHOWN, ARE UNVERIFIED. ACTUAL

PROJECT LIMITS MUST BE VERIFIED BY

CONTRACTOR. NOTIFY COR IMMEDIATELY

IN THE EVENT OF DISCREPANCY.

5. NEW ROADWAY WIDTHS & CURB RADII

MUST MATCH EXISTING CONDITIONS.

6. CONTRACTOR MUST MATCH EXISTING

PAVEMENT EDGE ELEVATION WHERE NO

PROPOSED CURB AND GUTTER IS SHOWN

SECTION

5+00

6+00

7+00

8+00

9+00

22+00

23+00

23+26

+0

+0

20+91

STA=8+50

N=359880.15

E=2193398.59

STA=5+01

N=360095.99 E=2193148.82

STA=22+00

N=360058.80 E=2193269.28

STA=23+26

N=360182.62

E=2193258.73

ME 783.91

ME 783.06

ME 782.94

ME 782.06

ME 784.34

ME 784.32

ME 782.39

ME 791.19

ME 791.33

ME 783.74

ME 783.51

ME 783.09

ME 783.00

FL 783.20

FL 782.31

FL 782.10

ME 782.95

ME 783.33

ME 785.00

ME 783.98

ME 780.99

ME 783.09

0.50%

3.24%

-2.30% 1.89% 4.20%

4.62%

3.62%2.80% 1.45%-0.87%

PV

IS

: 5 +0

0.

PV

IE

: 7

.5

PV

IS

: 5 +3

1.

PV

IE

: 7

.7

PV

IS

: 5 +4

7.

PV

IE

: 7

.3

PV

IS

: 5 +8

8.

PV

IE

: 7

.0

PV

IS

: 6 +2

8.

PV

IE

: 7

.5

PV

IS

: 6 +6

8.

PV

IE

: 7

.3

PV

IS

: 7 +0

0.

PV

IE

: 7

.2

PV

IS

: 7 +2

4.

PV

IE

: 7

.1

PV

IS

: 7 +4

0.

PV

IE

: 7

.7

PV

IS

: 8 +0

5.

PV

IE

: 7

.7

PV

IS

: 8 +5

2.

PV

IE

: 7

.3

PROPOSED GRADEEXISTING GRADE

-0.08% -0.95% -2.72% -0.93%

PV

IS

: 2 2+

.0

PV

IE

: 7

.5

PV

IS

: 2 2+

.0

PV

IE

: 7

.2

PV

IS

: 2 2+

.0

PV

IE

: 7

.5

PV

IS

: 2 2+

.8

PV

IE

: 7

.2

PV

IS

: 2 3+

.5

PV

IE

: 7

.1

PROPOSED GRADEEXISTING GRADE

6+

7+00

22+00

23+00 23+26

18+00

19+00

STA=22+00

N=360058.80 E=2193269.28

STA=23+26

N=360182.62 E=2193258.73

ME 783.06

ME 782.94

ME 782.06ME 782.39

ME 783.74

ME 783.51

ME 782.98

FL 782.31

FL 782.10

ME 782.95

ME 783.33

ME 783.98 ME 780.99

ME 783.09

SCALE:2

PROFILE VIEW CEMETERY LOOP STA. 5+00 - 9+00

H: 1" = 30' V: 1" = 2.5'

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 _r oa ds

_1 c em et er y rd .d w bn or av ed :6

/1 8/

:2 lo t:6 /2

2/

:3

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 CR107

108VBAT

PLAN & PROFILE - CEMETERY

LOOP ROUNDABOUT

N 0 30' 60'

SCALE:1

PLAN VIEW CEMETERY LOOP STA. 5+00 - 9+00

1" = 30'

SCALE:4

PROFILE VIEW CEMETERY LOOP STA. 22+00 - 23+00

H: 1" = 30' V: 1" = 2.5'

SCALE:3

PLAN VIEW CEMETERY LOOP STA. 22+00 - 23+00

1" = 30'

N0 30' 60'

SEE SHEET CR105

SEE SHEET CR105

SEE SHEET CR107

66 1

1. BENCHMARK, SEE TOPOGRAPHIC

SURVEY.

2. FULL-DEPTH PAVEMENT & CURB

REMOVAL MUST OCCUR IN ALL AREAS

SHOWN AS RECEIVING NEW PAVEMENT.

3. REMOVE ANY TREE ROOTS TO 2' BEYOND

BACK OF CURB.

GENERAL NOTES

CONTRACTOR NOTES

MATCH EXISTING GRADE AT EXISTING

CATCH BASIN INLET.

CONCRETE VALLEY GUTTER (SEE DETAIL

9/CS501)

SUPERELEVATED ROAD SECTION VARYING

SLOPE (SEE DETAIL 1/CS503)

CROWNED ROAD SECTION VARYING

SLOPE (SEE DETAIL 2/CS503)

BARRIER CURB (SEE DETAIL 6/CS501)

ROLL CURB (SEE DETAIL 7/CS501)

KEY NOTES

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW CURB & GUTTER

ROAD SECTION TRANSTION

2" MILL & OVERLAY EXISTING ASPHALT

PAVEMENT

NEW HEAVY DUTY CONCRETE

PAVEMENT (4/CS501)

NEW BITUMINOUS PAVEMENT (2/CS501)

1. VERTICAL PROFILE INFORMATION SHOWN

IN NON-REPLACEMENT AREAS IS FOR

REFERENCE ONLY. ROAD AREAS TO BE

REMOVED ARE INTENDED TO BE REPLACED

TO THE EXISTING VERTICAL DESIGN.

VERTICAL DESIGN DATA HAS BEEN ADDED

FOR CONSTRUCTION PURPOSES.

HOWEVER, THE CONTRACTOR MUST

NOTIFY THE COR OF ANY VARIATION FROM

EXISTING THAT MAY ADVERSELY AFFECT

THE DRAINAGE OR IMPACT ADJACENT

AREAS. THE COR AND ENGINEER WILL

REVIEW AND MAKE FIELD ADJUSTMENTS IN

THOSE AREAS AS NEEDED PRIOR TO

CONSTRUCTION OF NEW PAVEMENTS.

2. TAPER NEW ROAD EDGE OVER 10' MIN

DISTANCE TO MATCH EXISTING ROAD.

3. CONFIRM LOCATION OF EXIST. UTILITIES

PRIOR TO CONSTRUCTION OR

CONNECTION.

4. SOME MATCH-IN LOCATIONS AND PROJECT

LIMITS SHOWN, ARE UNVERIFIED. ACTUAL

PROJECT LIMITS MUST BE VERIFIED BY

CONTRACTOR. NOTIFY COR IMMEDIATELY

IN THE EVENT OF DISCREPANCY.

5. NEW ROADWAY WIDTHS & CURB RADII

MUST MATCH EXISTING CONDITIONS.

6. CONTRACTOR MUST MATCH EXISTING

PAVEMENT EDGE ELEVATION WHERE NO

PROPOSED CURB AND GUTTER IS SHOWN

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

+0

+5

+0

+5

STA=10+56

N=359717.47 E=2193523.04

STA=17+98

N=359374.08

E=2194064.10

STA=11+11

N=359685.98 E=2193567.47

ME 803.07ME 803.07

ME 803.13

ME 892.87

ME 892.93

ME 839.05

ME 839.29

ME 807.78

11.38%

13.10%

9.79%

5.32%

13.92%

PV

IS

: 1 0+

.0

PV

IE

: 8

.2

PV

IS

: 1 7+

.8

PV

IE

: 8

.0

PVI STA = 17+28.15

PVI ELEV = 889.35

A.D. = -7.78% K = 14.79

115.00' VC

BV

C

S:

6+

.6

BV

C

E:

.8

EV

C

S:

7+

.6

EV

C

E:

.4

PVI STA = 13+44.26

PVI ELEV = 842.10

A.D. = -4.13% K = 18.16

75.00' VC

BV

C

S:

3+

.7

BV

C

E:

.8

EV

C

S:

3+

.7

EV

C

E:

.7

PVI STA = 11+08.12

PVI ELEV = 809.22

A.D. = 2.54% K = 23.61

60.00' VC

BV

C

S:

0+

.1

BV

C

E:

.8

EV

C

S:

1+

.1

EV

C

E:

.3

PVI STA = 14+35.97

PVI ELEV = 851.08

A.D. = 3.30% K = 22.71

75.00' VC

BV

C

S:

3+

.4

BV

C

E:

.4

EV

C

S:

4+

.4

EV

C

E:

.9

PROPOSED GRADEEXISTING GRADE

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 _r oa ds

_1 c em et er y rd .d w bn or av ed :6

/1 8/

:2 lo t:6 /2

2/

:3

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

SCALE:2

PROFILE VIEW CEMETERY ROAD STA.10+00 - 18+50

H: 1" = 30' V: 1" = 2.5'

N 0 30' 60'

SCALE:1

PLAN VIEW CEMETERY ROAD STA.10+00 - 18+50

1" = 30'

SEE SHEET CR111

1. BENCHMARK, SEE TOPOGRAPHIC

SURVEY.

2. FULL-DEPTH PAVEMENT & CURB

REMOVAL MUST OCCUR IN ALL AREAS

SHOWN AS RECEIVING NEW PAVEMENT.

3. REMOVE ANY TREE ROOTS TO 2' BEYOND

BACK OF CURB.

GENERAL NOTES

CONTRACTOR NOTES

MATCH EXISTING GRADE AT EXISTING CATCH

BASIN INLET.

CONCRETE VALLEY GUTTER (SEE DETAIL

9/CS501)

SUPERELEVATED ROAD SECTION VARYING

SLOPE (SEE DETAIL 1/CS503)

CROWNED ROAD SECTION VARYING SLOPE

(SEE DETAIL 2/CS503)

BARRIER CURB (SEE DETAIL 6/CS501)

ROLL CURB (SEE DETAIL 7/CS501)

KEY NOTES

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW CURB & GUTTER

ROAD SECTION TRANSTION

2" MILL & OVERLAY EXISTING ASPHALT

PAVEMENT

NEW HEAVY DUTY CONCRETE

PAVEMENT (4/CS501)

NEW BITUMINOUS PAVEMENT (2/CS501)

1. VERTICAL PROFILE INFORMATION SHOWN

IN NON-REPLACEMENT AREAS IS FOR

REFERENCE ONLY. ROAD AREAS TO BE

REMOVED ARE INTENDED TO BE REPLACED

TO THE EXISTING VERTICAL DESIGN.

VERTICAL DESIGN DATA HAS BEEN ADDED

FOR CONSTRUCTION PURPOSES.

HOWEVER, THE CONTRACTOR MUST

NOTIFY THE COR OF ANY VARIATION FROM

EXISTING THAT MAY ADVERSELY AFFECT

THE DRAINAGE OR IMPACT ADJACENT

AREAS. THE COR AND ENGINEER WILL

REVIEW AND MAKE FIELD ADJUSTMENTS IN

THOSE AREAS AS NEEDED PRIOR TO

CONSTRUCTION OF NEW PAVEMENTS.

2. TAPER NEW ROAD EDGE OVER 10' MIN

DISTANCE TO MATCH EXISTING ROAD.

3. CONFIRM LOCATION OF EXIST. UTILITIES

PRIOR TO CONSTRUCTION OR

CONNECTION.

4. SOME MATCH-IN LOCATIONS AND PROJECT

LIMITS SHOWN, ARE UNVERIFIED. ACTUAL

PROJECT LIMITS MUST BE VERIFIED BY

CONTRACTOR. NOTIFY COR IMMEDIATELY

IN THE EVENT OF DISCREPANCY.

5. NEW ROADWAY WIDTHS & CURB RADII

MUST MATCH EXISTING CONDITIONS.

6. CONTRACTOR MUST MATCH EXISTING

PAVEMENT EDGE ELEVATION WHERE NO

PROPOSED CURB AND GUTTER IS SHOWN

CR108

VBAT

PLAN & PROFILE - CEMETERY

ROAD (STA. 10+00 - 18+50)

10+00

11+00

STA=10+56

N=359717.47 E=2193523.04

6+00

7+00

8+00

9+00

10+00

11+00

+00

+0

+0

+0

+0

+0

+0

+5

STA=33+53

N=359685.98 E=2193567.47

STA=6+00

N=359501.72 E=2193535.87

STA=31+60

N=359501.70 E=2193535.87

STA=8+82

N=359638.84 E=2193297.23

OVERLOOK RD

-2.08%

6.35%

3.80%

3.57%

2.74%

3.35% 4.32%

PV

IS

: 6 +0

0.

PV

IE

: 8

.4

PV

IS

: 1 0+

.9

PV

IE

: 8

.8

PV

IS

: 1 2+

.0

PV

IE

: 8

.9

PV

IS

: 1 4+

.3

PV

IE

: 8

.9

PV

IS

: 1 4+

.0

PV

IE

: 8

.8

PVI STA = 8+51.12

PVI ELEV = 829.58

A.D. = -2.78% K = 17.97

50.00' VC

BV

C

S:

+2 6.

BV

C E:

.9

EV

C

S:

+7 6.

EV

C E:

.4

PVI STA = 6+21.28

PVI ELEV = 814.99

A.D. = 8.43% K = 2.96

25.00' VC

BV

C

S:

+0 8.

BV

C E:

.2

EV

C

S:

+3 3.

EV

C E:

.7

LOW PT. STA = 6+14.96

LOW PT ELEV = 815.18

PROPOSED GRADEEXISTING GRADE

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 _r oa ds

_1

, 1

, 1

, o ve rlo ok rd .d w bn or av ed :6

/1 8/

:2 lo t:6 /2

2/

:4

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 CR109

109VBAT

PLAN & PROFILE - OVERLOOK

ROAD (STA. 6+00 - 15+00)

SCALE:2

PROFILE VIEW OVERLOOK ROAD STA. 6+00 - 15+00

H: 1" = 30' V: 1" = 2.5'

N 0 30' 60'

SCALE:1

PLAN VIEW OVERLOOK ROAD STA. 6+00 - 15+00

1" = 30'

EXISTING

SECTION 50

EXISTING

SECTION 58A

EXISTING

SECTION 51

SEE SHEET CR107

MATCHLINE - SEE SHEET CR110

1. BENCHMARK, SEE TOPOGRAPHIC

SURVEY.

2. FULL-DEPTH PAVEMENT & CURB

REMOVAL MUST OCCUR IN ALL AREAS

SHOWN AS RECEIVING NEW PAVEMENT.

3. REMOVE ANY TREE ROOTS TO 2' BEYOND

BACK OF CURB.

GENERAL NOTES

CONTRACTOR NOTES

MATCH EXISTING GRADE AT EXISTING

CATCH BASIN INLET.

CONCRETE VALLEY GUTTER (SEE DETAIL

9/CS501)

SUPERELEVATED ROAD SECTION VARYING

SLOPE (SEE DETAIL 1/CS503)

CROWNED ROAD SECTION VARYING SLOPE

(SEE DETAIL 2/CS503)

BARRIER CURB (SEE DETAIL 6/CS501)

ROLL CURB (SEE DETAIL 7/CS501)

KEY NOTES

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW CURB & GUTTER

ROAD SECTION TRANSTION

2" MILL & OVERLAY EXISTING ASPHALT

PAVEMENT

NEW HEAVY DUTY CONCRETE

PAVEMENT (4/CS501)

NEW BITUMINOUS PAVEMENT (2/CS501)

1. VERTICAL PROFILE INFORMATION SHOWN

IN NON-REPLACEMENT AREAS IS FOR

REFERENCE ONLY. ROAD AREAS TO BE

REMOVED ARE INTENDED TO BE REPLACED

TO THE EXISTING VERTICAL DESIGN.

VERTICAL DESIGN DATA HAS BEEN ADDED

FOR CONSTRUCTION PURPOSES.

HOWEVER, THE CONTRACTOR MUST

NOTIFY THE COR OF ANY VARIATION FROM

EXISTING THAT MAY ADVERSELY AFFECT

THE DRAINAGE OR IMPACT ADJACENT

AREAS. THE COR AND ENGINEER WILL

REVIEW AND MAKE FIELD ADJUSTMENTS IN

THOSE AREAS AS NEEDED PRIOR TO

CONSTRUCTION OF NEW PAVEMENTS.

2. TAPER NEW ROAD EDGE OVER 10' MIN

DISTANCE TO MATCH EXISTING ROAD.

3. CONFIRM LOCATION OF EXIST. UTILITIES

PRIOR TO CONSTRUCTION OR

CONNECTION.

4. SOME MATCH-IN LOCATIONS AND PROJECT

LIMITS SHOWN, ARE UNVERIFIED. ACTUAL

PROJECT LIMITS MUST BE VERIFIED BY

CONTRACTOR. NOTIFY COR IMMEDIATELY

IN THE EVENT OF DISCREPANCY.

5. NEW ROADWAY WIDTHS & CURB RADII

MUST MATCH EXISTING CONDITIONS.

6. CONTRACTOR MUST MATCH EXISTING

PAVEMENT EDGE ELEVATION WHERE NO

PROPOSED CURB AND GUTTER IS SHOWN

SE

CTI

ON

A

SE

CTI

ON

SE

CTI

ON

SE

CTI

ON

SE

CTI

ON

SE

CTI

ON

SE

CTI

ON

15+00

16+00

17+00

18+00

19+00

20+00

21+00

+0

23+00

+0

25+00

STA=16+29

N=359322.19 E=2192994.41

1.08% 2.48% 2.15%

2.19%

4.32% 4.85%

3.63% -2.45%

-7.68% -9.65%

-4.94% -5.62%

-13.03%

-13.62%

-13.20%

-8.93% -5.68% 3.35% 8.86%

8.65% 4.33%

PV

IS

: 1 5+

.2

PV

IE

: 8

.5

PV

IS

: 1 6+

.2

PV

IE

: 8

.2

PV

IS

: 1 6+

.0

PV

IE

: 8

.7

PV

IS

: 1 6+

.9

PV

IE

: 8

.7

PV

IS

: 1 7+

.7

PV

IE

: 8

.8

PV

IS

: 1 8+

.1

PV

IE

: 8

.7

PV

IS

: 2 0+

.2

PV

IE

: 8

.9

PV

IS

: 2 0+

.5

PV

IE

: 8

.8

PV

IS

: 2 0+

.1

PV

IE

: 8

.7

PV

IS

: 2 1+

.8

PV

IE

: 8

.4

PV

IS

: 2 1+

.2

PV

IE

: 8

.4

PV

IS

: 2 1+

.1

PV

IE

: 8

.4

PV

IS

: 2 2+

.3

PV

IE

: 8

.6

PV

IS

: 2 2+

.8

PV

IE

: 8

.3

PV

IS

: 2 3+

.0

PV

IE

: 8

.7

PV

IS

: 2 3+

.9

PV

IE

: 8

.1

PV

IS

: 2 3+

.8

PV

IE

: 8

.2

PV

IS

: 2 3+

.4

PV

IE

: 8

.6

PV

IS

: 2 4+

.6

PV

IE

: 8

.0

PV

IS

: 2 4+

.1

PV

IE

: 8

.9

PROPOSED GRADEEXISTING GRADE

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 _r oa ds

_1

, 1

, 1

, o ve rlo ok rd .d w bn or av ed :6

/1 8/

:2 lo t:6 /2

2/

:4

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 CR110

110VBAT

PLAN & PROFILE - OVERLOOK

ROAD (STA. 15+00 - 25+00)

SCALE:2

PROFILE VIEW OVERLOOK ROAD STA. 15+00 - 25+00

H: 1" = 30' V: 1" = 2.5'

N0 30' 60'

SCALE:1

PLAN VIEW OVERLOOK ROAD STA. 15+00 - 25+00

1" = 30'

EXISTING

SECTION 52

EXISTING

SECTION 53

EXISTING

SECTION 53A

EXISTING

SECTION 54

EXISTING

SECTION 46

EXISTING

SECTION 45

MAT

CHLIN

E

- S

EE

S

HEE

T

CR

MATCHLINE - SEE SHEET CR111

1. BENCHMARK, SEE TOPOGRAPHIC

SURVEY.

2. FULL-DEPTH PAVEMENT & CURB

REMOVAL MUST OCCUR IN ALL AREAS

SHOWN AS RECEIVING NEW PAVEMENT.

3. REMOVE ANY TREE ROOTS TO 2' BEYOND

BACK OF CURB.

GENERAL NOTES

CONTRACTOR NOTES

MATCH EXISTING GRADE AT EXISTING CATCH

BASIN INLET.

CONCRETE VALLEY GUTTER (SEE DETAIL

9/CS501)

SUPERELEVATED ROAD SECTION VARYING

SLOPE (SEE DETAIL 1/CS503)

CROWNED ROAD SECTION VARYING SLOPE

(SEE DETAIL 2/CS503)

BARRIER CURB (SEE DETAIL 6/CS501)

ROLL CURB (SEE DETAIL 7/CS501)

KEY NOTES

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW CURB & GUTTER

ROAD SECTION TRANSTION

2" MILL & OVERLAY EXISTING ASPHALT

PAVEMENT

NEW HEAVY DUTY CONCRETE

PAVEMENT (4/CS501)

NEW BITUMINOUS PAVEMENT (2/CS501)

1. VERTICAL PROFILE INFORMATION SHOWN

IN NON-REPLACEMENT AREAS IS FOR

REFERENCE ONLY. ROAD AREAS TO BE

REMOVED ARE INTENDED TO BE REPLACED

TO THE EXISTING VERTICAL DESIGN.

VERTICAL DESIGN DATA HAS BEEN ADDED

FOR CONSTRUCTION PURPOSES.

HOWEVER, THE CONTRACTOR MUST

NOTIFY THE COR OF ANY VARIATION FROM

EXISTING THAT MAY ADVERSELY AFFECT

THE DRAINAGE OR IMPACT ADJACENT

AREAS. THE COR AND ENGINEER WILL

REVIEW AND MAKE FIELD ADJUSTMENTS IN

THOSE AREAS AS NEEDED PRIOR TO

CONSTRUCTION OF NEW PAVEMENTS.

2. TAPER NEW ROAD EDGE OVER 10' MIN

DISTANCE TO MATCH EXISTING ROAD.

3. CONFIRM LOCATION OF EXIST. UTILITIES

PRIOR TO CONSTRUCTION OR

CONNECTION.

4. SOME MATCH-IN LOCATIONS AND PROJECT

LIMITS SHOWN, ARE UNVERIFIED. ACTUAL

PROJECT LIMITS MUST BE VERIFIED BY

CONTRACTOR. NOTIFY COR IMMEDIATELY

IN THE EVENT OF DISCREPANCY.

5. NEW ROADWAY WIDTHS & CURB RADII

MUST MATCH EXISTING CONDITIONS.

6. CONTRACTOR MUST MATCH EXISTING

PAVEMENT EDGE ELEVATION WHERE NO

PROPOSED CURB AND GUTTER IS SHOWN

SEC

TIO

N

SEC

TIO

N

10+00

+0

+0

STA=10+56

N=359717.47 E=2193523.04

6+

7+

25+00 26+00

27+00

28+00

29+00

30+00

31+00 32+00

33+00

33+53

STA=33+53

N=359685.98 E=2193567.47

STA=6+00

N=359501.72 E=2193535.87

STA=31+60

N=359501.70

E=2193535.87

3.26%

-10.46%

-1.63%

-5.90%

-3.20% -7.90%

4.33%

PV

IS

: 2 6+

.0

PV

IE

: 8

.2

PV

IS

: 2 6+

.6

PV

IE

: 8

.1

PV

IS

: 3 3+

.7

PV

IE

: 8

.5

PVI STA = 25+44.24

PVI ELEV = 849.02

A.D. = -7.54% K = 10.62

80.00' VC

BV

C

S:

5+

.2

BV

C

E:

.2

EV

C

S:

5+

.2

EV

C

E:

.7

HIGH PT. STA = 25+50.25

HIGH PT ELEV = 848.29

PVI STA = 30+77.82

PVI ELEV = 820.54

A.D. = -4.27% K = 46.78

200.00' VC

BV

C S:

9+

.8

BV

C E:

.1

EV

C

S:

1+

.8

EV

C

E:

.6

PVI STA = 28+33.33

PVI ELEV = 824.53

A.D. = 8.83% K = 18.11

160.00' VC

BV

C

S:

7+

.3

BV

C

E:

.9

EV

C

S:

9+

.3

EV

C

E:

.2

3 PVI STA = 32+95.72

PVI ELEV = 807.68

A.D. = 9.17% K = 5.45

50.00' VC

BV

C

S:

2+

.7

BV

C

E:

.1

EV

C

S:

3+

.7

EV

C

E:

.4

LOW PT. STA = 33+02.93

LOW PT ELEV = 808.20

PROPOSED GRADEEXISTING GRADE

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 _r oa ds

_1

, 1

, 1

, o ve rlo ok rd .d w bn or av ed :6

/1 8/

:2 lo t:6 /2

2/

:4

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 CR111

111VBAT

PLAN & PROFILE - OVERLOOK

ROAD (STA. 25+00 - 33+53)

SCALE:2

PROFILE VIEW OVERLOOK ROAD STA. 15+00 - 22+00

H: 1" = 30' V: 1" = 2.5'

N

0 30' 60'

SCALE:1

PLAN VIEW OVERLOOK ROAD STA. 15+00 - 22+00

1" = 30'

SEE SHEET CR107

SEE SHEET CR107

SEE SHEET CR109

EXISTING

SECTION MA

EXISTING

SECTION 48

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

R

1. BENCHMARK, SEE TOPOGRAPHIC

SURVEY.

2. FULL-DEPTH PAVEMENT & CURB

REMOVAL MUST OCCUR IN ALL AREAS

SHOWN AS RECEIVING NEW PAVEMENT.

3. REMOVE ANY TREE ROOTS TO 2' BEYOND

BACK OF CURB.

GENERAL NOTES

CONTRACTOR NOTES

MATCH EXISTING GRADE AT EXISTING CATCH

BASIN INLET.

CONCRETE VALLEY GUTTER (SEE DETAIL

9/CS501)

SUPERELEVATED ROAD SECTION VARYING

SLOPE (SEE DETAIL 1/CS503)

CROWNED ROAD SECTION VARYING SLOPE

(SEE DETAIL 2/CS503)

BARRIER CURB (SEE DETAIL 6/CS501)

ROLL CURB (SEE DETAIL 7/CS501)

KEY NOTES

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW CURB & GUTTER

ROAD SECTION TRANSTION

2" MILL & OVERLAY EXISTING ASPHALT

PAVEMENT

NEW HEAVY DUTY CONCRETE

PAVEMENT (4/CS501)

NEW BITUMINOUS PAVEMENT (2/CS501)

1. VERTICAL PROFILE INFORMATION SHOWN

IN NON-REPLACEMENT AREAS IS FOR

REFERENCE ONLY. ROAD AREAS TO BE

REMOVED ARE INTENDED TO BE REPLACED

TO THE EXISTING VERTICAL DESIGN.

VERTICAL DESIGN DATA HAS BEEN ADDED

FOR CONSTRUCTION PURPOSES.

HOWEVER, THE CONTRACTOR MUST

NOTIFY THE COR OF ANY VARIATION FROM

EXISTING THAT MAY ADVERSELY AFFECT

THE DRAINAGE OR IMPACT ADJACENT

AREAS. THE COR AND ENGINEER WILL

REVIEW AND MAKE FIELD ADJUSTMENTS IN

THOSE AREAS AS NEEDED PRIOR TO

CONSTRUCTION OF NEW PAVEMENTS.

2. TAPER NEW ROAD EDGE OVER 10' MIN

DISTANCE TO MATCH EXISTING ROAD.

3. CONFIRM LOCATION OF EXIST. UTILITIES

PRIOR TO CONSTRUCTION OR

CONNECTION.

4. SOME MATCH-IN LOCATIONS AND PROJECT

LIMITS SHOWN, ARE UNVERIFIED. ACTUAL

PROJECT LIMITS MUST BE VERIFIED BY

CONTRACTOR. NOTIFY COR IMMEDIATELY

IN THE EVENT OF DISCREPANCY.

5. NEW ROADWAY WIDTHS & CURB RADII

MUST MATCH EXISTING CONDITIONS.

6. CONTRACTOR MUST MATCH EXISTING

PAVEMENT EDGE ELEVATION WHERE NO

PROPOSED CURB AND GUTTER IS SHOWN

1 1

-5.21%

5.62% -2.19%

0.21%

-8.09%

-5.93% -3.50% -1.98% -0.06% -1.77% -4.72% -3.72%

-2.23%

-7.97%

-1.62%

PV

IS

: 7 +0

0.

PV

IE

: 9

.2

PV

IS

: 8 +5

3.

PV

IE

: 8

.5

PV

IS

: 9 +1

1.

PV

IE

: 8

.9

PV

IS

: 9 +3

1.

PV

IE

: 8

.7

PV

IS

: 9 +5

0.

PV

IE

: 8

.0

PV

IS

: 9 +7

6.

PV

IE

: 8

.5

PV

IS

: 9 +9

0.

PV

IE

: 8

.5

PV

IS

: 1 0+

.3

PV

IE

: 8

.4

PV

IS

: 1 0+

.3

PV

IE

: 8

.7

PV

IS

: 1 1+

.2

PV

IE

: 8

.4

PV

IS

: 1 1+

.3

PV

IE

: 8

.4

PV

IS

: 1 4+

.6

PV

IE

: 8

.3

PV

IS

: 1

4+

.4

PV

IE

: 8

.3

PVI STA = 7+23.08

PVI ELEV = 910.06

A.D. = -2.87% K = 13.93

40.00' VC

BV

C

S:

+0 3.

BV

C E:

.1

EV

C

S:

+4 3.

EV

C E:

.4

PVI STA = 14+01.69

PVI ELEV = 892.07

A.D. = -7.81% K = 16.01

125.00' VC

BV

C

S:

3+

.1

BV

C

E:

.5

EV

C

S:

4+

.1

EV

C

E:

.7

HIGH PT. STA = 14+29.19

HIGH PT ELEV = 891.09

PVI STA = 12+90.89

PVI ELEV = 885.84

A.D. = 7.86% K = 6.37

50.00' VC

BV

C

S:

2+

.8

BV

C

E:

.4

EV

C

S:

3+

.8

EV

C

E:

.2

LOW PT. STA = 12+80.11

LOW PT ELEV = 886.24

PROPOSED GRADEEXISTING GRADE

O

BE

LI

SK

O

FF

IC

ER

S

15+08

6+09

7+00

8+00

9+00

10+00 11+00

12+00

+0

14+00

15+00

24+00

25+00

25+78

STA=7+00

N=358429.32

E=2194026.02

STA=9+07

N=358233.56

E=2194090.80

STA=14+52

N=358013.85 E=2194210.99

STA=11+56

N=358004.06

E=2194183.61

STA=24+72

N=358194.82 E=2194051.40

ME 910.99

ME 910.78

ME 891.79

ME 891.44

ME 891.30 ME 885.42

ME 886.52

ME 892.03

ME 892.15

ME 892.26

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 _r oa ds

_1 o be lis k rd .d w bn or av ed :6

/1 8/

:2 lo t:6 /2

2/

:4

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 CR112

112VBAT

PLAN & PROFILE - OBELISK ROAD

(STA. 7+00 - 15+50)

SCALE:2

PROFILE VIEW OBELISK ROAD STA. 7+00 - 15+50

H: 1" = 30' V: 1" = 2.5'

N

0 30' 60'

SCALE:1

PLAN VIEW OBELISK ROAD STA. 7+00 - 15+50

1" = 30'

EX. CENTERLINE

PROFILE

PROPOSED

CENTERLINE

PROFILE

EXISTING

SECTION 43A

EXISTING

SECTION 2

EXISTING

SECTION 13

EXISTING

SECTION 12

EXISTING

SECTION 9

EXISTING

SECTION 4EXISTING

SECTION 3

1. BENCHMARK, SEE TOPOGRAPHIC

SURVEY.

2. FULL-DEPTH PAVEMENT & CURB

REMOVAL MUST OCCUR IN ALL AREAS

SHOWN AS RECEIVING NEW PAVEMENT.

3. REMOVE ANY TREE ROOTS TO 2' BEYOND

BACK OF CURB.

GENERAL NOTES

CONTRACTOR NOTES

MATCH EXISTING GRADE AT EXISTING CATCH

BASIN INLET.

CONCRETE VALLEY GUTTER (SEE DETAIL

9/CS501)

SUPERELEVATED ROAD SECTION VARYING

SLOPE (SEE DETAIL 1/CS503)

CROWNED ROAD SECTION VARYING SLOPE

(SEE DETAIL 2/CS503)

BARRIER CURB (SEE DETAIL 6/CS501)

ROLL CURB (SEE DETAIL 7/CS501)

KEY NOTES

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW CURB & GUTTER

ROAD SECTION TRANSTION

2" MILL & OVERLAY EXISTING ASPHALT

PAVEMENT

NEW HEAVY DUTY CONCRETE

PAVEMENT (4/CS501)

NEW BITUMINOUS PAVEMENT (2/CS501)

1. VERTICAL PROFILE INFORMATION SHOWN

IN NON-REPLACEMENT AREAS IS FOR

REFERENCE ONLY. ROAD AREAS TO BE

REMOVED ARE INTENDED TO BE REPLACED

TO THE EXISTING VERTICAL DESIGN.

VERTICAL DESIGN DATA HAS BEEN ADDED

FOR CONSTRUCTION PURPOSES.

HOWEVER, THE CONTRACTOR MUST

NOTIFY THE COR OF ANY VARIATION FROM

EXISTING THAT MAY ADVERSELY AFFECT

THE DRAINAGE OR IMPACT ADJACENT

AREAS. THE COR AND ENGINEER WILL

REVIEW AND MAKE FIELD ADJUSTMENTS IN

THOSE AREAS AS NEEDED PRIOR TO

CONSTRUCTION OF NEW PAVEMENTS.

2. TAPER NEW ROAD EDGE OVER 10' MIN

DISTANCE TO MATCH EXISTING ROAD.

3. CONFIRM LOCATION OF EXIST. UTILITIES

PRIOR TO CONSTRUCTION OR

CONNECTION.

4. SOME MATCH-IN LOCATIONS AND PROJECT

LIMITS SHOWN, ARE UNVERIFIED. ACTUAL

PROJECT LIMITS MUST BE VERIFIED BY

CONTRACTOR. NOTIFY COR IMMEDIATELY

IN THE EVENT OF DISCREPANCY.

5. NEW ROADWAY WIDTHS & CURB RADII

MUST MATCH EXISTING CONDITIONS.

6. CONTRACTOR MUST MATCH EXISTING

PAVEMENT EDGE ELEVATION WHERE NO

PROPOSED CURB AND GUTTER IS SHOWN

SEE SHEET CR113

-0.19% -2.21%

-4.15%0.63% -1.37%

PV

IS

: 2 2+

.0

PV

IE

: 8

.5

PV

IS

: 2 2+

.8

PV

IE

: 8

.4

PV

IS

: 2 5+

.3

PV

IE

: 8

.6

PV

IS

: 2 5+

.1

PV

IE

: 8

.1

PV

IS

: 2

5+

.0

PV

IE

: 8

.0

PVI STA = 24+67.16

PVI ELEV = 892.27

A.D. = 2.84% K = 35.25

100.00' VC

BV

C

S:

4+

.1

BV

C

E:

.3

EV

C

S:

5+

.1

EV

C

E:

.5

LOW PT. STA = 24+94.94

LOW PT ELEV = 892.51

PROPOSED GRADEEXISTING GRADE

9+00

10+00

21+13

22+00

23+00 24+00

25+00

25+78

STA=24+72

N=358194.82 E=2194051.40

STA=21+71

N=358326.01

E=2193782.07

STA=22+89

N=358287.53

E=2193894.06

ME 891.79

ME 891.44

ME 891.30

ME 896.72

ME 896.97

ME 897.30

ME 896.59

ME 896.94

ME 897.54

ME 899.44

ME 899.37 ME 898.52

FL 897.24

FL 897.51 ME 897.75 ME 892.03

ME 892.15

ME 892.26

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 _r oa ds

_1 o be lis k rd .d w bn or av ed :6

/1 8/

:2 lo t:6 /2

2/

:4

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 CR113

113VBAT

PLAN & PROFILE - OBELISK ROAD

(STA. 22+00 - 15+50)

SCALE:2

PROFILE VIEW OBELISK ROAD STA. 22+00 - 26+00

H: 1" = 30' V: 1" = 2.5'

N

0 30' 60'

SCALE:1

PLAN VIEW OBELISK ROAD STA. 22+00 - 26+00

1" = 30'

EXISTING

SECTION 16

EXISTING

SECTION 15

EXISTING

SECTION 14

EXISTING

SECTION 13

1. BENCHMARK, SEE TOPOGRAPHIC

SURVEY.

2. FULL-DEPTH PAVEMENT & CURB

REMOVAL MUST OCCUR IN ALL AREAS

SHOWN AS RECEIVING NEW PAVEMENT.

3. REMOVE ANY TREE ROOTS TO 2' BEYOND

BACK OF CURB.

GENERAL NOTES

CONTRACTOR NOTES

MATCH EXISTING GRADE AT EXISTING CATCH

BASIN INLET.

CONCRETE VALLEY GUTTER (SEE DETAIL

9/CS501)

SUPERELEVATED ROAD SECTION VARYING

SLOPE (SEE DETAIL 1/CS503)

CROWNED ROAD SECTION VARYING SLOPE

(SEE DETAIL 2/CS503)

BARRIER CURB (SEE DETAIL 6/CS501)

ROLL CURB (SEE DETAIL 7/CS501)

KEY NOTES

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW CURB & GUTTER

ROAD SECTION TRANSTION

2" MILL & OVERLAY EXISTING ASPHALT

PAVEMENT

NEW HEAVY DUTY CONCRETE

PAVEMENT (4/CS501)

NEW BITUMINOUS PAVEMENT (2/CS501)

1. VERTICAL PROFILE INFORMATION SHOWN

IN NON-REPLACEMENT AREAS IS FOR

REFERENCE ONLY. ROAD AREAS TO BE

REMOVED ARE INTENDED TO BE REPLACED

TO THE EXISTING VERTICAL DESIGN.

VERTICAL DESIGN DATA HAS BEEN ADDED

FOR CONSTRUCTION PURPOSES.

HOWEVER, THE CONTRACTOR MUST

NOTIFY THE COR OF ANY VARIATION FROM

EXISTING THAT MAY ADVERSELY AFFECT

THE DRAINAGE OR IMPACT ADJACENT

AREAS. THE COR AND ENGINEER WILL

REVIEW AND MAKE FIELD ADJUSTMENTS IN

THOSE AREAS AS NEEDED PRIOR TO

CONSTRUCTION OF NEW PAVEMENTS.

2. TAPER NEW ROAD EDGE OVER 10' MIN

DISTANCE TO MATCH EXISTING ROAD.

3. CONFIRM LOCATION OF EXIST. UTILITIES

PRIOR TO CONSTRUCTION OR

CONNECTION.

4. SOME MATCH-IN LOCATIONS AND PROJECT

LIMITS SHOWN, ARE UNVERIFIED. ACTUAL

PROJECT LIMITS MUST BE VERIFIED BY

CONTRACTOR. NOTIFY COR IMMEDIATELY

IN THE EVENT OF DISCREPANCY.

5. NEW ROADWAY WIDTHS & CURB RADII

MUST MATCH EXISTING CONDITIONS.

6. CONTRACTOR MUST MATCH EXISTING

PAVEMENT EDGE ELEVATION WHERE NO

PROPOSED CURB AND GUTTER IS SHOWN

SEE SHEET CR112

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