_07 LNC BD - SITE (pg 41-49).pdf

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42A

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41A

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CREMAINS

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9 SECTION

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43A

OBELISK

OFFICERS

SECTION

MA

SECTION

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28 SECTION

SECTION

SECTION

SECTION

SECTION

COMMITTAL

SHELTER

FLAG

POLE

ROSTRUM

SECTION

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53A

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SECTION

58A

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72A

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SECTION

LAKE

JEANNETTE

COMMITTAL

SHELTER

MAIN

ENTRANCE

COMMITTAL

SHELTER

CURRENT

MAINTENANCE

FACILITY

UNDER

CONSTRUCTION

MAINTENANCE

FACILITY

APPROX. EXISTING

RAILROAD GATE ACCESS

VA MEDICAL

CENTER

COLUMBARIUM

COLUMBARIUM

CEMETERY RD

C

EM

ET

ER

Y R

D

CEMETERY RD

CEMETERY RD

COOKE DR

OVERLOOK RD

CEMETERY LP

CEMETERY LP

SIN

G

ER

R

D

RIVERVIEW AVE

S OBELISK RD

CEMETERY ENTRANCE RD

ROAD A

MUNCIE RD

N

0 150' 300'

SCALE:1

OVERALL SITE 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

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dw g ed it:

dm es sm er s av ed :6

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:0

PM

p lo t:6 /2

2/

:0

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

KEY MAP N.T.S.

Office of Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 CS100

41DMJL

OVERALL SITE PLAN

CS102

CS101

CS103

PROPOSED

CHAINILINK

FENCE - END

PROPOSED CHAINLINK

FENCE - START

CS105

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW CHAINLINK FENCE

(SEE 4/CS502)

NEW BITUMINOUS

PAVEMENT (SEE 2/CS501)

NEW LIGHT DUTY CONCRETE

PAVEMENT (SEE 3/CS501)

NEW HEAVY DUTY CONCRETE

(SEE 4/CS501)

MILL AND OVERLAY AREA

VETERAN AFFAIRS MEDICAL

CENTER PROPERTY AREA

CEMETERY ENTRANCE RDCEMETERY RD

30'

10'

(TYP.)

24'

24'

R285'

R

0'

R

0'

R3

R10'

R 5'

R10'

R10'

R20'

R216'

R 261'

R30'

R26'

R 30'

R 54'

R5'

R30'

R 30'

R20'

R10'

R5'

R15'

R5'

R20'

R5'

R

R

R5'

R30'

R3'

R 30'

R37'

R 30'R3

0'

R 209'

R23'

R

6'

9'TYP.

'24

6'

6'

20'TYP. 14

'8'

45'

6'

6'

6'

7'

6'

24'

24' 6'

9' 6'

6'

6'

6'

20.5'

10'

9' 9' 9'

5'

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\

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_c _s ite p la n.

dw dm es av ed :6

/2 2/

:0 lo t:6 /2

2/

:0

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

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

42DMJL

N

0 30' 60'

SCALE:1

ADMINISTRATION PARKING & CORTEGE SITE PLAN

1" = 10' (30" x 42" PAPER SIZE)

EXISTING ADMINBUILDING

CS101

ADMINISTRATION PARKING &

CORTEGE SITE PLAN

EXISTING

SECTION 41

EXISTING

SECTION 42

EXISTING

SECTION 41A

EXISTING

SECTION 49

EXISTING

SECTION 41 CREMAINS

KEY NOTES

HANDICAP ACCESSIBLE PARKING

STALL

MATCH TO EXISTING ASPHALT

SURFACE

BARRIER CURB AND GUTTER

(SEE DETAIL 6/CS501)

RIBBON CURB (SEE DETAIL 5/CS501)

ROLL CURB AND GUTTER

(SEE DETAIL 7/CS501)

BARRIER CURB TO RIBBON CURB

TRANSITION (SEE DETAIL 12/CS501)

ROLL CURB TO BARRIER CURB

TRANSITION (SEE DETAIL 10/CS501)

4" WHITE PAVEMENT STRIPING

STAIRS (SEE ARCHITECTURAL /

STRUCTURAL PLANS)

PATIO AREA (SEE LANDSCAPE PLANS)

PROPOSED BUILDING ADDITION

DETECTABLE WARNING STRIP

(SEE DETAIL 8/CS501)

PROVIDE FULL-DEPTH BOND

BREAKER/ISOLATION JOINT BETWEEN

BASE OF NEW CANOPY COLUMN AND

ADJACENT SIDEWALK. CONCRETE

SEAL TOP OF JOINT WITH EXTERIOR

SEALANT. SEE ARCH/STRUCTURAL

PLANS

6' CURB TRANSITION FROM EXISTING

CURBING TO NEW CURBING

MAILBOX LOCATION

BARRIER CURBING WITHOUT GUTTER

SEE STRUCTURAL FOR STOOP

LOCATIONS AND DETAILS.

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW BITUMINOUS

PAVEMENT (SEE 2/CS501)

NEW LIGHT DUTY

CONCRETE PAVEMENT

(SEE 3/CS501)

NO PARKING ZONE

HANDICAP STALL

DESIGNATION

NUMBER OF PARKING

STALL IN SECTION

TIP OUT GUTTERS

SEE CR117 FOR

PLAN AND PROFILE

SEE CR117 FOR

PLAN AND PROFILE

ROAD A

RIV

ERVIE

W A

VE

SI

N

G

ER

R D

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

R212'

R 138'

R30'

R 88'

R162'

R 30'

R30'

R138'

R 112'

R30'

24'

24'

24'

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 _s ite p la n.

dw dm es av ed :6

/2 2/

:0 lo t:6 /2

2/

:0

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

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

43DMJL

N

0 30' 60'

SCALE:1

GRAVESITE EXPANSION SITE PLAN

1" = 30' (30" x 42" PAPER SIZE)

CS104

IGC

SECTION 73

IGC

SECTION 74

IGC

SECTION 75

IGC

SECTION 76

COLUMBARIUM 3

CS102

GRAVESITE EXPANSION SITE

PLAN

KEY NOTES

MATCH TO EXISTING ASPHALT

SURFACE

BARRIER CURB AND GUTTER

(SEE DETAIL 6/CS501)

RIBBON CURB (SEE DETAIL 5/CS501)

ROLL CURB AND GUTTER

(SEE DETAIL 7/CS501)

ROLL CURB TO BARRIER CURB

TRANSITION (SEE DETAIL 10/CS501)

ROLL CURB TO VALLEY GUTTER

TRANSITION (SEE DETAIL 11/CS501)

CONCRETE VALLEY GUTTER

(SEE DETAIL 9/CS501)

DETECTABLE WARNING STRIP

(SEE DETAIL 8/CS501)

6' CURB TRANSITION FROM EXISTING

CURBING TO NEW CURBING

6' CURB TRANSITION FROM BARRIER

CURB TO ZERO CURB

5 5

NEW STORM

POND

SEE CR101 FOR

PLAN AND PROFILE

SEE CR101 FOR

PLAN AND PROFILE

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

ETO LIMITS

NEW CHAINLINK FENCE

(SEE 4/CS502)

NEW BITUMINOUS

PAVEMENT (SEE 2/CS501)

NEW HEAVY DUTY

CONCRETE (SEE 4/CS501)

NO PARKING ZONE

NUMBER OF PARKING

STALL IN SECTION

CEMETERY LP

CO

CO

CO

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 _s ite p la n.

dw dm es av ed :6

/2 2/

:0 lo t:6 /2

2/

:0

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

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

44DMJL

N

0 30' 60'

SCALE:1

LOOP ROAD SITE PLAN

1" = 10' (30" x 42" PAPER SIZE)

CS103

LOOP ROAD SITE PLAN

EXISTING

SECTION 64

EXISTING

SECTION 63

EXISTING

SECTION 65

EXISTING

SECTION 66

EXISTING

SECTION 62

8 8

KEY NOTES

MATCH TO EXISTING ASPHALT

SURFACE

BARRIER CURB AND GUTTER

(SEE DETAIL 6/CS501)

ROLL CURB AND GUTTER

(SEE DETAIL 7/CS501)

ROLL CURB TO VALLEY GUTTER

TRANSITION (SEE DETAIL 11/CS501)

CONCRETE VALLEY GUTTER

(SEE DETAIL 9/CS501)

4" WHITE PAVEMENT STRIPING

CONCRETE DRIVEWAY

(SEE DETAIL 1/CS502

MATCH NEW CURBING TO EXISTING

CURBING

3' CURB TRANSITION FROM BARRIER

CURB TO ZERO CURB

10' 25'

NEW 24-FT WIDE CHAIN LINK GATE

FCA #417613

(SEE DETAIL 5/CS502)

COMMITTAL

SHELTER

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW CHAINLINK FENCE

(SEE 4/CS502)

NEW BITUMINOUS

PAVEMENT (SEE 2/CS501)

NEW HEAVY DUTY

CONCRETE (SEE 4/CS501)

NO PARKING ZONE

NUMBER OF PARKING

STALL IN SECTION#

13'

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 CR105 FOR

PLAN AND PROFILE

SEE CR104 FOR

PLAN AND PROFILE

.0

2.

0'

R10'

R10'

R10'

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 _s ite p la n.

dw dm es av ed :6

/2 2/

:0 lo t:6 /2

2/

:0

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

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 CS104

45STJL

COLUMBARIUM 3 SITE PLAN

N

0 10' 20'

SCALE:1

COLUMBARIUM 3 SITE PLAN

1" = 10' (30" x 42" PAPER SIZE)

NEW

SECTION 74

KEY NOTES

SEATWALL (SEE SHEET LS100).

FLOWER WATERING STATION

(SEE DETAIL 1/LK505).

6' BENCH W/O BACK (SEE DETAIL 1/LK507).

ROLL CURB AND GUTTER

(SEE DETAIL 7/CS501)

RIBBON CURB (SEE DETAIL 5/CS501)

CONCRETE VALLEY GUTTER

(SEE DETAIL 9/CS501)

ROLL CURB TO VALLEY GUTTER

TRANSITION (SEE DETAIL 11/CS501)

ROLL CURB TO RIBBON CURB TRANSITION

(SEE DETAIL 12/CS501).

DETECTABLE WARNING STRIP

(SEE DETAIL 8/CS501)

NEW HEAVY DUTY CONCRETE (SEE

4/CS501)

LEGEND

QUANTITIES TOTAL

COLUMBARIUM NICHES 3,600

PROPERTY LIMITS

CONSTRUCTION LIMITS

NEW BITUMINOUS

PAVEMENT SEE 2/CS501

NEW LIGHT DUTY

CONCRETE (SEE 3/CS501)

NEW HEAVY DUTY

CONCRETE (SEE 4/CS501)

ETO LIMITS

NEW STORM

POND

NEW

SECTION 75

GRAVESITE SUMMARY

EARLY TURNOVER

(TOTAL QTY.=160 NICHES)

3(TYP.)

MAIN

ENTRANCE

CEMETERY ENTRANCE RD

CEMETERY ENTRANCE RD

MUNCIE RD

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 _s ite p la n_ tu ck po in tin g.

dw bn or he im av ed :6

/1 8/

:0

AM

lo t:6 /2

2/

:0

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

KEY MAP N.T.S.

Office of Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

46VBJF

N

0 30' 60'

SCALE:1

DECORATIVE FENCE & STONE PIERS TUCKPOINTING PLAN

1" = 10' (30" x 42" PAPER SIZE)

CS105

DECORATIVE FENCE & STONE

PIERS TUCKPOINTING PLAN

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

PROPOSED CHAINLINK

FENCE (SEE 4/CS502)

PIER IDX

NOTES

1. CONTRACTOR'S BID MUST INCLUDE TUCK POINTING

80% OF THE EXISTING ENTRANCE FEATURE

MASONRY WALL VENEERED JOINTS AND FENCE

PIERS VENEERED JOINTS AND REPLACEMENT OF

40% OF THE EXISTING STONE VENEER FOR THE

EXISTING ENTRANCE FEATURE MASONRY WALL AND

FENCE PIERS. SEE SPECIFICATION SECTION 04 01 00

2. COLUMNS REQUIRING TUCKPOINTING IS AS

FOLLOWS: A, B, C, D, E, F, G, H, I, J, K, L, M, N, O, P, Q,

R, S, T, U, V, W, X, Y, Z, AA.

3. WALLS AB AND AC REQUIRE FULL TUCKPOINTING.

4. SEE DETAIL 3/CS502 FOR TUCKPOINTING DETAIL

5. THE GOALS OF THIS TUCKPOINTING TASK IS TO

REMOVE AND REPLACE MORTAR IN A WAY THAT WILL

MAINTAIN THE STRUCTURAL PROPERTIES OF THE

EXISTING FENCE PIERS AND IMPROVE THE

APPEARANCE AND FORM WATER TIGHT JOINTS.

6. TUCKPOINTING FENCE PIERS INCLUDES: REMOVAL

OF ALL EXISTING MORTAR IN ALL JOINTS TO A

MINIMUM DEPTH OF ¾”.

7. ALL MORTAR JOINTS MUST BE REPLACED WITH NEW

MATCHING THE EXISTING MORTAR.

8. ONCE REPAIRS ARE STARTED, NCA

REPRESENTATIVES WILL REVIEW TO ENSURE COLOR,

TEXTURE AND FINISH ARE ACCEPTABLE.

9. ANY DAMAGED STONE MUST BE REPLACED NEW OR

RESET IF ACCEPTABLE TO NCA REPRESENTATIVES.

STONE MUST MATCH EXISTING STONE.

A

B

C D E F G

H I

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

AA

NEW CHAINLINK FENCE

SEE DETAIL 4/CS502

FOR CHAINLINK FENCE

REPLACEMENT EXTENTS

SEE CS100

AB

AC

EXISTING

SECTION 41A

EXISTING

SECTION

42A

EXISTING

SECTION 42

NEW DECORATIVE FENCE

BETWEEN STONE PIERS, TYP.

SEE DETAIL 6/CS502

DECORATIVE FENCE

REPLACEMENT - START

DECORATIVE FENCE

REPLACEMENT - END

DECORATIVE FENCE/GATE AT

ENTRY DRIVE AND TRELLIS

STRUCTURE - TO REMAIN IN PLACE

ENTRY DRIVE TRELLIS STRUCTURE REPAIRS:

STEEL POST TO BE REFINISHED, BEAMS AND

JOISTS TO BE CLEANED AND STAINED;

REPLACEMENT OF HORIZONTAL SLATS.

1/2 "

EXPANSION JOINT

JOINT SEALER

CONFORMING TO

ASTM D 1850

PREMOLDED EXPANSION JOINT FILLER CONFORMING

TO ASTM D1751 OR D1752

NOTES:

1. INSTALL SAW CUT (CONTROL) JOINTS AT A SPACING APPROXIMATELY EQUAL TO THE SIDEWALK

WIDTH TO FORM AN APPROXIMATE SQUARE PANEL. PROVIDE EXPANSION JOINTS AT 40-FOOT

INTERVALS MAXIMUM AND WHEREVER SIDEWALK ABUTS A CONCRETE CONNECTION, BUILDINGS &

DOOR OPENINGS, CURB AND GUTTER AND CONCRETE WALK INTERSECTIONS.

2. D = DEPTH OF CONCRETE PAVEMENT

3. TRANSITION PAVEMENT THICKNESS OVER A MINIMUM DISTANCE OF 5'

1/8 "

SAW CUT CONTROL JOINT

D/4

EXPANSION JOINT ENLARGEMENT

1 2"

BACKER ROD

SEALANT

1/2" R. TYP.

FULL DEPTH SAWCUT

AND JOINT FILLER

2" CLR.

24"L S.S. #4 SMOOTH BAR,

18" O.C., SLEEVE ONE END

4" 5"

CONCRETE PAVEMENT, BROOM FINISH

SWEEP PERPENDICULAR TO DIRECTION OF

TRAFFIC

COMPACTED AGGREGATE BASE

(KDOT AB-3 OR SIMILAR)

EXTEND BASE MATERIALS

6" BEYOND EDGE OF CONCRETE

TOPSOIL & TURF OR MULCH

CONT. #4 BARS 18" O.C. E.W.

2"

NOTES:

1. CONCRETE JOINT LAYOUT IS SHOWN ON THE PLANS. PROVIDE EXPANSION JOINTS NEXT TO ALL FIXED OBJECTS.

2. AGGREGATE BASE PREPARATION MUST COMPLY WITH GEOTECHNICAL REPORT

3. SUBGRADE PREPARATION MUST COMPLY WITH GEOTECHNICAL REPORT

4. COMPACT AGGREGATE BASE TO 95% RELATIVE COMPACTION COORDINATED W/ GEOTECHNICAL REPORT

3" CLR

APPROVED SUBGRADE PER:

REPORT OF GEOTECHNICAL EXPLORATION

(TERRACON PROJECT NO . 02255188)

4" 7"

CONCRETE PAVEMENT, BROOM

FINISH SWEEP PERPENDICULAR

TO DIRECTION OF TRAFFIC

COMPACTED AGGREGATE BASE

(KDOT AB-3 OR SIMILAR)

EXTEND BASE MATERIALS

6" BEYOND EDGE OF CONCRETE

TOPSOIL & TURF OR MULCH

CONT. #4 BARS 12" O.C. E.W.

3" CLR

C N

TR

APPROVED SUBGRADE PER:

REPORT OF GEOTECHNICAL EXPLORATION

(TERRACON PROJECT NO . 02255188)

NOTES:

1. CONCRETE JOINT LAYOUT IS SHOWN ON THE PLANS. PROVIDE EXPANSION JOINTS NEXT TO ALL FIXED OBJECTS.

2. AGGREGATE BASE PREPARATION MUST COMPLY WITH GEOTECHNICAL REPORT

3. SUBGRADE PREPARATION MUST COMPLY WITH GEOTECHNICAL REPORT

4. COMPACT AGGREGATE BASE TO 95% RELATIVE COMPACTION COORDINATED W/ GEOTECHNICAL REPORT

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 _s ite d et ai ls .d w vb en so n sa ve d:

6/

/2

9:

A lo t:6 /2

2/

:0

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

Office of

Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 CS501

47BNJF

SITE DETAILS 1

SCALE:1

EXPANSION JOINT DETAIL

N.T.S. SCALE:2

BITUMINOUS PAVEMENT SECTION

N.T.S. SCALE:3

LIGHT DUTY CONCRETE PAVEMENT SECTION

N.T.S.

SCALE:10

CURB TRANSITION - ROLL CURB TO BARRIER CURB

N.T.S.

6' TRANSITION

6' TRANSITION

SCALE:6

BARRIER CURB AND GUTTER DETAIL

N.T.S.

1' -2

7" 1'-5"

2'-0"

6"

1"

8" 8"

R2" R1"

2% MIN.

NOTES:

1. CROSS SLOPE OF GUTTER SAME AS PAVEMENT

2. AT ALL TRENCHES 2-#4 REINFORCING RODS MUST BE PLACED IN THE

LOWER PORTION OF THE CURB 20 FEET IN LENGTH

3. INSTALL 2-#4 REINFORCING RODS AT CATCH BASINS NO LESS THAN 10

FEET IN LENGTH

SCALE:7

ROLL CURB AND GUTTER DETAIL

N.T.S.SCALE:5

RIBBON CURB DETAIL

N.T.S.

6" 12" 6"

SCALE:4

HEAVY DUTY CONCRETE PAVEMENT SECTION

N.T.S.

SCALE:8

DETECTABLE WARNING STRIP DETAIL

N.T.S.

3/4" PER FT.

7"

SCALE:9

CONCRETE VALLEY GUTTER DETAIL

N.T.S.

NOTE: GUTTER AGGREGATE BASE TO BE

MIN. 6" DEPTH AND EXTEND 6" BEYOND

EACH SIDE OF GUTTER.

#4 LONGITUDINAL

REINFORCING BARS, TYP.

1 2"

24" 12"

4"

RIBBON CURB

SEE DETAIL 5/CS501

2' STREET PAVEMENT

BARRIER CURB OR ROLL

CURB. SEE PLAN FOR

CURB TYPE.

SCALE:12

CURB TRANSITION - BARRIER / ROLL TO RIBBON CURB

N.T.S

6' TRANSITION

CURB TRANSITION

R

PT

/P C

R=31"

PT

R 12 " R

6"

5"

2'-0"

4"

4"

7"

2- 1/

2"

8"8"4" 6"

2'-0"

7"

5"

4"

2"

3 #5 DOWELS @

EXPANSION JOINTS

4" 6"

2'

4"

6"

6"

2" ASPHALT SURFACE COURSE

PER KDOT

TACK COAT

4" ASPHALT BASE COURSE

PER KDOT

6" COMPACTED AGGREGATE

BASE (KDOT AB-3 OR SIMILAR)

APPROVED SUBGRADE PER:

REPORT OF GEOTECHNICAL EXPLORATION

(TERRACON PROJECT NO. 02255188)

ROLL CURB / VALLEY GUTTER

BARRIER CURB

SEE DETAIL 6/CS501

BARRIER CURB

SEE DETAIL 6/CS501

TRANSITION PANEL

TRANSITION PANEL

TRUNCATED DOME PAVER

1" MORTAR BED

CONCRETE

EXPANSION JOINT, TYP.

SEE DETAIL 1/CS501

EXPANSION JOINT, TYP.

SEE DETAIL 1/CS501

RIBBON CURB

SEE DETAIL

5/CS501

18" LONG 55 STAINLESS

STEEL DOWEL. LOCATE

HORIZONTALLY IN CENTER

OF SLAB 18" O.C.

APPROVED SUBGRADE PER:

REPORT OF GEOTECHNICAL EXPLORATION

(TERRACON PROJECT NO. 02255188)

COMPACTED AGGREGATE BASE

(KDOT AB-3 OR SIMILAR)

COMPACTED AGGREGATE BASE

(KDOT AB-3 OR SIMILAR)

APPROVED SUBGRADE PER:

REPORT OF GEOTECHNICAL EXPLORATION

(TERRACON PROJECT NO. 02255188)

COMPACTED AGGREGATE BASE

(KDOT AB-3 OR SIMILAR)

4000 PSI AIR

ENTRAINED CONCRETE

2 #4 REBAR

CONTINUOUS 18"

OVERLAP (MIN.)

BITUMINOUS

PAVEMENT

COMPACTED AGGREGATE BASE

(KDOT AB-3 OR SIMILAR)

APPROVED SUBGRADE PER:

REPORT OF GEOTECHNICAL EXPLORATION

(TERRACON PROJECT NO. 02255188)

DETECTABLE WARNING

STRIP SEE DETAIL 8/CS502

BITUMINOUS PAVEMENT

SEE DETAIL 2/CS502.

6"

2" (T

YP

4" COMPACTED AGGREGATE BASE

(KDOT AB-3 OR SIMILAR)

6"

PROVIDE TACKCOAT

AT CONCRETE AND

BITUMINOUS

JUNCTION

6"

2"

2%

MAX

CURB TRANSITION

SEE 10/CS501

ROLL CURB

SEE 7/CS501

FLOW

LINE

SCALE:11

CURB TRANSITION - FLARED VALLEY GUTTER AT PARKING PULL-OFF

N.T.S.

6'

2%

MAX

CONCRETE VALLEY GUTTER

SEE 9/CS501

RIBBON CURB

SEE DETAIL 5/CS501

HEAVY DUTY CONCRETE

PAVEMENT SECTIONS

SEE 4/CS501

BITUMINOUS

PAVEMENT

SEE 2/CS501

2%

MAX

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 _s ite d et ai ls .d w vb en so d:

6/

/2

9:

lo t:6 /2

2/

:0

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

Office of

Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 CS502

48BNJF

SITE DETAILS 2

SCALE:1

CONCRETE DRIVE & VALLEY GUTTER DETAIL

N.T.S

3/4" PER FT.

MATCH EXIST.

(TYP)

EXPANSION JOINT (TYP)

NO. 4 REINFORCING RODS (3)

CONTINUOUS IN CROSS GUTTER

EXPANSION JOINT.

AP

PR

O X.

EXPANSION

JOINT (TYP)

VARIABLE

7"

3' MIN.

1- 1/

2" M

IN

SLOPE TOP OF FOOTING TO

DRAIN

6' -0

11 8"

7'-6" MAX. POLE SPACING (TYP.)

TENSION WIRE

TENSION BAR

BANDS

TENSION BAR

2" BLACK VINYL-COATED GALV.

STEEL FABRIC

2-3/8" CORNER END, OR PULL

POST (TYP.)

BLACK VINYL-COATED GALV.

STEEL TOP RAIL

ALUMINUM TIES

BLACK VINYL-COATED GALV.

STEEL LINE POST

8"

3' 0"

M

IN

2"

9"

SCALE:4

6' HT. CHAIN-LINK FENCE DETAIL

N.T.SSCALE:2

TYPICAL FENCE PIER TUCKPOINTING DETAIL

NTS

ELEVATION SECTION

TUCKPOINT WITH NEW GROUT

EXISTING STONE VENEER

EXISTING MORTAR / SUBSTRATE

NOTES:

1) ALL MASONRY PIERS, UNLESS

NOTED OTHERWISE, MUST BE

TUCKPOINTED. TUCKPOINTING

INCLUDES THE REMOVE OF ALL JOINTS

TO 3/4" DP.

2) TAKE CARE TO EXISTING STONE

VENEER WHEN REMOVING THE

EXISTING MORTAR.

3) BEYOND THE REQUIREMENTS OF

NOTE 1, CUT OUT EXISTING MORTAR

JOINT UNTIL SOUND MORTAR /

SUBSTRATE IS REACHED.

4) REMOVE ALL DUST AND DEBRIS

PRIOR TO INSTALLING NEW MORTAR.

TUCKPOINT WITH NEW

GROUT ON ALL JOINTS;

TYPICAL ALL SIDES OF

PIER COLUMNS

EXISTING SUBSTRATE

MORTAR LEVELING BED FOR

CAST STONE CAP

EXISTING VENEER

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxx xxxxxxxx xxxxxxxx

4' -6

11 8"

8" MIN.

3' 0"

M

IN

2"

BLACK VINYL-COATED

GALV. STEEL TOP RAIL

ALUMINUM TIES

9'-0"

SEE SCHEDULE

ALUMINUM TIES

3 STRANDS OF

BARB WIRE9"

BLACK VINYL-COATED

GALV. STEEL LINE POST

SLOPE TOP OF

FOOTING TO DRAIN

TENSION WIRE

xxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxx

TENSION BAR BANDS

TENSION BAR

2" BLACK

VINYL-COATED GALV.

STEEL FABRIC

2-3/8" CORNER END, OR

PULL POST (TYP.)

SCALE:5

6' HT. X 12' W. CHAIN-LINK SWING GATES DETAIL

N.T.S

SCALE:3

THICKENED EDGE

CONCRETE PAVEMENT DETAIL

NTS

2"R, TYP.

8"

5"

THICKENED-EDGE

CONCRETE PAVEMENT

COMPACTED

AGGREGATE BASE

(KDOT AB-3 OR

SIMILAR)

APPROVED SUBGRADE PER:

REPORT OF GEOTECHNICAL

EXPLORATION (TERRACON

PROJECT NO. 02255188)

PLAN

SECTION

SCALE:6

DECORATIVE FENCE PANEL DETAIL

N.T.S M

AT

C

H E

XI

ST

IN

G

H

EI

G H

T O

N S

IT

E

H

EI

G H

T

8" MIN.

3' 0"

M

IN

2"

MATCH EXISTING ON SITE

POLE SPACING (TYP.)

1-1/2" RAILS

4" 14 GA. PICKET

2-1/2" 14 GA. POST

BRACKET

6"

-1

/2

2" N

O M

4"

18"12"

TRANSITION

25.00

2% MIN.2% MIN. SLOPE VARIES

3' TYP. 3' TYP.

PR

O J.

SLOPE VARIES

SLOPE VARIES

2.0% MIN.

2.0% MIN.

24.0'

3' TYP.

3' TYP.

PR

O J.

4 4

2.5%

2.0% MIN.

2.0% MIN.

24.0'

3' TYP.

3' TYP.

PR

O J.

1 4

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 _s ite d et ai ls .d w vb en so d:

6/

/2

9:

lo t:6 /2

2/

:0

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

Office of

Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 CS503

49BNJF

SITE DETAILS 3

SCALE:1

CROWNED ROAD SECTION VARYING SLOPE

N.T.S.

SCALE:3

SUPER ELEVATED ROAD 2.5% SLOPE

N.T.S.

SCALE:2

SUPERELEVATED ROAD SECTION VARYING SLOPE

N.T.S.

KEY NOTES

BITUMINOUS PAVEMENT SECTION SEE

DETAIL 2/CS501

SUBGRADE PREPERATION

GREENSPACE

ROLL CURB SEE DETAIL 7/CS501

KEY NOTES

BITUMINOUS PAVEMENT SECTION SEE

DETAIL 2/CS501

SUBGRADE PREPERATION

GREENSPACE

SEE PLAN AND PROFILE SHEETS FOR

PROPOSED CURB LOCATION AND TYPE

MATCH EXISTING GUTTERLIP IF NO

CURB IS PROPOSED

KEY NOTES

BITUMINOUS PAVEMENT SECTION SEE

DETAIL 2/CS501

SUBGRADE PREPERATION

GREENSPACE

SEE PLAN AND PROFILE SHEETS FOR

PROPOSED CURB LOCATION AND TYPE

MATCH EXISTING GUTTERLIP IF NO

CURB IS PROPOSED