05_935CM3002_ONC_Gravesite Expansion_BD Plan Set_2022-04-29Part-2.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on c iv il\

_0 ca d fil es s he et s\

3_ c_ st re et d et ai ls .d w g ed it:

iw eb er s av ed

:4 /2

8/

1:

A M p lo t:4 /2

9/

0:

A M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

SITE DETAILS

C501

CNIW 22

DRAIN TILE AT STREET LOW POINTS2

TYPICAL CONCRETE CURB AND GUTTER3 4 CONCRETE SIDEWALK

PED. CURB RAMP WITHOUT SIDE FLARES6

PEDESTRIAN CURB RAMP5

ASPHALT PAVEMENT (NEW & MILL)1

PLAN VIEW

6"

DOMED-TOP MONUMENT

MARKET SEE DETAILSMOOTH TROWEL FINISH TOP

SURFACE, ENSURING POSITIVE

DRANAGE

BRONZE DOMED-TOP

MONUMENT MARKER

WITH 3/4" DIAMETER

SPLIT STYLE STEM AND

INTEGRAL LOCATION

MAGNET

FIELD STAMPED

CROSS HAIRS: MAX.

LENGTH 3/4", MIN.

LENGTH 1/2". CROSS

HAIRS SHALL BE

LOCATED WITHIN

ENGRAVED CIRCLE.

ALIGN CROSS HAIRS

WITH GRAVESITE

GRID LINES.

REQUIRED 3/16" HIGH

TEXT ENGRAVED ON CAP

2"

8" MAX. TO

TOP OF DOME

NOTES:

1. CENTER POINT OF

BURIAL CONTROL

MONUMENT GRID

SHALL BE WITHIN

0.05 FT OF THE

POINT DESIGNATED

ON THE PLANS.

2. CONCRETE TO

EXTEND BELOW

FROST DEPTH

BRONZE DOMED-TOP

MONUMENT MARKER

LOCATED WITHIN 4" DIA.

PLACEMENT CIRCLE

4" DIA. PLACEMENT

CIRCLE CENTERED ON

CONCRETE MONUMENT

SLOPE CONCRETE AWAY

FROM CENTER OF CONCRETE

BURIAL MONUMENT

3"

SET FLUSH WITH

FINISHED GRADE

ENGRAVED 1" DIA. CIRCLE

CENTERED IN MONUMENT

MARKER. CROSS HAIRS SHALL

COMPLETELY RESIDE WITHIN

THE ENGRAVED CIRCLE.

4'-6" MIN.

RIP RAP AT PRECAST OUTLETS7

GRAVESITE GRID MONUMENT8

1" DIAMETER X 2 1/4" DEEP

HOLE. SET MARKER WITH

NON SHRINK GROUT.

6" DIAMETER, CAST IN

PLACE, CONCRETE

MONUMENT REINFORCED

WITH 1 #6 REBAR, 40"

LONG, 1" CLEAR FROM

FACE.

D

IA

D

IA

1' 2'

2'

4.

FT

0.5'

NDOR TYPE A RIPRAP

NONWOVEN GEOTEXTILE FABRIC

EXTEND 1' UNDER OUTLET

1 CY NDOR TYPE A RIPRAP

12" THICK

PIPE BEDDING FOR FLEXIBLE STORM SEWER PIPING9

NOTES:

1. ALL SEWERS SHALL BE INSTALLED AS SHOWN UNLESS OTHERWISE CALLED FOR BY THE PLANS, THE SPECIAL PROVISIONS, OR AS AUTHORIZED BY THE COR.

2. AGGREGATE BEDDING SHALL BE IN ACCORDANCE WITH THE MATERIAL REQUIRMENTS OF SECTION 700 OF THE STANDARD SPECIFICATIONS (CITY OF OMAHA PUBLIC WORKS DEPARTMENT). THE AGGREGATE

SHALL MEET THE PARAMETERS OF MODERATELY COMPACTED CLEAN COARSE GRADED SOILS PER TABLE 5 OF APPENDIX F OF THE WASTEWATER COLLECTION SYSTEM DESIGN MANUAL (CITY OF OMAHA

PUBLIC WORKS).

3. THE MINIMUM AGGREGATE BEDDING DEPTH BELOW THE PIPE SHALL BE 6" FOR PIPES WITH INTERNAL DIAMETERS OF 30" OR LESS.

4. IF UNSTABLE TRENCH SUBGRADE CONDITIONS ARE ENCOUNTERED, ADDITIONAL AGGREGATE BEDDING OR FOUNDATION ROCK SHALL BE PLACED BELOW THE BEDDING AGGREGATE TO STABILIZE THE

TRENCH AS DIRECTED BY THE COR.

5. IF GROUNDWATER IS ENCOUNTERED, DRAINAGE FILL SHALL BE PLACED BELOW THE BEDDING AGGREGATE. DEPTH AND EXTENTS TO BE AS DIRECTED BY THE COR.

4 FT

GRAVESITE GRID

MONUMENT;

REFER TO

GRAVESITE

LAYOUT PLANS

FOR LOCATIONAL

DATA

GRIDLINES

(4'-0" X 4'-0"

BURIAL PLOT

AREA TYP.)

EQEQ

E Q

E Q

283 284 285 286282 283 284 285 286282

IRRIGATION AISLE

(8'-0" WIDTH):

BACKFILL WITH

COMPACTED

APPROVED

GENERAL FILL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on c iv il\

_0 ca d fil es s he et s\

3_ c_ si te d et ai ls

.d w iw av ed :4

/2 7/

:4 lo t:4

/2 9/

0:

A

M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

1 URN - CRYPT INSTALLATION

NTS

5 URN - CRYPT 4 PLOTS

NTS

2 URN - CRYPT PERIMETER UNDERDRAIN

NTS 3 URN - CRYPT UNDERDRAIN CLEANOUT

NTS

4 LIFTING LUG DETAIL

NTS

URN CRYPT DETAILS

C502

CNIW

3A URN - CRYPT UNDERDRAIN CLEANOUT CAP

NTS

A'

A

A'

A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on c iv il\

_0 ca d fil es s he et s\

3_ c_ pp c de ta ils .d w iw av ed

:4 /2

8/

1:

lo t:4 /2

9/

0:

A M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

PRE-PLACED CRYPT DETAILS

C503

SCALE:NOT TO SCALE SCALE:NOT TO SCALE

SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE

SECTION

2"

6"

2"

1/

2" 9"

6"

TYP.

2"

APPLY

ANTI-CORROSION

COATING TO METAL

POST IN CONCRETE.

CRUSHED ROCK

POURED CONCRETE

FOOTING

" D

E E

P C

O N

C . F

O O

TI

N

G

1/

2"

CAST-IN-PLACE

CONC. COLLAR

METAL POST

CONCRETE

FOOTING BELOW

2"x4" METAL

POST

COLLAR SLOPE,

TYP.

CAST-IN-PLACE

CONCRETE

COLLAR

9"

TYP.

9" TY

P

9"

TYP.

VARIES,

REFER TO

SIGN WIDTH

PLAN

2"

3' -0

V

A R

IE

S

CONTRACTOR'S NAME

WITHOUT A LOST TIME ACCIDENT

0 0 0 DAYSHAS WORKED

THIS PROJECT

ON SAFETY

ZERO

Department of Veterans Affairs

4'-0"

BLUE

BLUE OUTLINE

WITH WHITE

INTERIOR

JOINT BRACING

RED

WHITE

BLUE

BRACING SEE

CONSTRUCTION

SIGN DETAIL

01010-1

2"

3/ 4"

2"

4"x4"

POST IF SIGN IS

INSTALLED ON GRADE

FIN. GRADE

WOOD STRIPS

5"

9" M

A X

5"

5"

2"

4' -0

M

IN

ALL LETTERING

TO BE PAINTED

BLACK WITH

EXCEPTION OF

PROJECT TITLE

WHICH IS TO BE

BLUE

PAINT BORDER

MEMBER BLACK

ENAMEL

2"x4" FRAME AND

BRACES IN SAME

PLANE

METAL FACE

WHITE ENAMEL

2"x4" FRAME AND

BRACE IN BACK

BORDER MEMBER

PAINTED BLACK

BACKGROUND

TO BE PAINTED

WHITE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER

FRAME AND SECURE

WITH FLAT HEAD

DEFORMED NAILS.

LETTERING TO BE

HELVETICA STYLE 1

1/2" HIGH TO BE

CENTERED

HORIZONTAL

ANY SEAM IN

METAL TO BE

FLAT SEAM -

SEAMS TO BE

HORIZONTAL

AND OCCUR

BETWEEN

LINES OF

LETTERING.

NOTE:

4"x4" POSTS

PAINTED WHITE

SECTION ON

CENTERLINE

THIS SPACE FOR CONTRACTOR'S

NAME ONE OR TWO LINES AS

REQUIRED

DESIGNED AND SUPERVISED BY:

DEPARTMENT OF VETERANS AFFAIRS

WASHINGTON D.C.

GENERAL CONTRACTOR

CENTER TO BE WHITE

SURROUNDING

BORDER TO BE BLUE

5"

5"

3' -0

A

V E

R A

G E

8'-0"

6"

2"

1' -0

" M A

X

6' -0

" OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

SECTION

PLAN

CAST STONE COLLAR

POST

NO SEALANT BETWEEN

POST AND COLLAR. TO

FLOAT ON GRAVEL BASE.

1/2" CHAMFER

4 SIDES. TOP

ONLY.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on la c ad fi le s\ _0 sh ee ts

\1

_l

_s ig na ge d et ai ls

.d w iw av ed :4

/2 9/

0:

lo t:4

/2 9/

0:

A

M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

SIGNAGE & WAYFINDING DETAILS

C504

JFDS 25

3'-0" 3'-0"

M A

TC

H

E X

IS

TIN

G

3'-0" TYP.

TYPE B1

7 1/2"

1/

2"

7 1/2"

GRAPHIC ON

EACH SIDE

3'-0" 3'-0"

MATCH EXISTING

2'

3'-0" TYP.

TYPE B1 1'

-4

7 1/2"

CAST STONE

POST

1/

2"

7 1/2"

SCALE:1

SIGN TYPE A - TRAFFIC REGULATORY

1"= 1' SCALE:3

SIGN TYPE C - BUILDING/FEATURE IDENTIFICATION

1"= 1'SCALE:2

SIGN TYPE B - DIRECTIONAL

1"= 1'

SCALE:5

SIGN TYPE E SECTION MARKER

1"= 1'

SCALE:6

DIRECTORY SIGN

1"= 1' 0 1/2' 1' 2'

0 1/2' 1' 2'

0 1/2' 1' 2' 0 1/2' 1' 2'0 1/2' 1' 2'

1. CONTRACTOR TO COMPLETE

DESIGN TO MEET ALL NCA

SIGNAGE MANUAL

REQUIREMENTS.

2. ALL FINAL OFFICIAL STREET

NAMES TO BE PROVIDED BY NCA.

3. ALL SIGN POSTS AND PANELS

SHALL BE AS SPECIFIED, 10 14 00.

4. TYPE F: REGULATORY SIGNS

SHALL COMPLY WITH THE

FOLLOWING: FIBER-REINFORCED

PLASTIC SIGN PANEL, 18" THICK

(MIN.), SINGLE FACE WITH

NON-GLARE MATTE FINISH; COPY

& GRAPHICS TO BE

PERMANENTLY EMBEDDED IN THE

PANEL (NO LAMINATES

ACCEPTED); ARTWORK TO BE

PROVIDED BY THE CONTRACTOR

DURING SUBMITTAL REVIEW

PROCESS; WIDTH OF SIGN PANEL

MAY CHANGE DURING SUBMITTAL

REVIEW PROCESS.

8" T

Y P

TYPE C1

SCALE:9

METAL SIGN POST SETTING

N.T.S.

SALVAGE/RE-USE EXISTING

POSTS & BASE, IF POSSIBLE.

IF EXISTING POSTS AND/OR

BASE ARE NOT RE-USABLE

CONTRACTOR SHALL NOTIFY

ARCHITECT AND VA TO

COORDINATE AND REPLACE

WITH NEW BASE & POSTS.

REMOVE SIGN PANEL

AND REPLACE WITH

NEW GRAPHIC.

LS501

2"x4" METAL

POST

2"x4" METAL POST

LS501

1' -6

1'-6" TYP.

LS501 12

LS501

SCALE:11

PROJECT SAFETY SIGN

N.T.S.

SCALE:10

PROJECT CONSTRUCTION SIGN

N.T.S.

ELEVATION

ELEVATION

SCALE:8

SECTION OF CAST STONE POST

N.T.S.

SCALE:7

ELEVATION OF CONCRETE POST

N.T.S.

1"

7 1/2"

5/8" 1/8"

1" 5/8"

1/8"

3 3/4"

4"

ARCH. PRE-CAST

CONCRETE POST,

LIGHT SANDBLAST

FINISH

ALUMINUM SIGN

PANEL (WHERE

SHOWN)

3/16"Ø x 2" S.S.

TAMPER PROOF

SCREW &

EXPANSION SHIELD

(3) #3 EQUALLY

SPACED REBAR

1/8"

TYP.

3/ 8"

R E

C E

S S

TY

P

1"

45°

7-1/2"

PLAN

ELEVATION

REINFORCEMENT PER

MANUFACTURER

RECOMMENDATIONS

1/

2"

7 1/2"

CAST STONE

POST

SCALE:4

SIGN TYPE D STREET IDENTIFICATION

1"= 1' 0 1/2' 1' 2'

1/

2"

7 1/2"

LS501

SCALE:13

NOT USED

NA

FLORAL

REGULATIONS

FRESH CUT FLOWERS MAY BE PLACED ON GRAVES AT ANY TIME. TEMPORARY FLOWER

CONTAINERS ARE AVAILABLE.

FLORAL ITEMS WILL BE REMOVED WHEN THEY BECOME UNSIGHTLY.

ARTIFICIAL FLOWERS MAY BE ALLOWED ON GRAVES FROM NOVEMBER 1ST TO MARCH 1ST.

CHRISTMAS WREATHS, GRAVE BLANKETS AND OTHER SEASONAL ADORNMENTS ARE

PERMITTED ON GRAVES FROM DECEMBER 1ST THROUGH JANUARY 20TH.

PERMANENT PLANTINGS, STATUES, VIGIL LIGHTS, BREAKABLE OBJECTS AND SIMILAR ITEMS

ARE NOT PERMITTED ON GRAVES AT ANY TIME.

PERMANENT ITEMS REMOVED FROM GRAVES WILL BE PLACED IN AN INCONSPICUOUS

HOLDING AREA FOR ONE MONTH PRIOR TO DISPOSAL. DECORATIVE ITEMS REMOVED FROM

GRAVES REMAIN THE PROPERTY OF THE DONOR BUT ARE UNDER THE CUSTODIANSHIP OF THE

CEMETERY. IF NOT RETRIEVED BY THE DONOR, THEY ARE THEN GOVERNED BY THE RULES FOR

DISPOSAL OF FEDERAL PROPERTY.

FLORAL ITEMS AND OTHER TYPES OF DECORATIONS WILL NOT BE SECURED TO HEADSTONES

OR MARKERS.

1/

2"

1/ 2"

1/

2"

1'-0"

EQ EQ

8"

1/ 4"

1/4"

8"

CLEAR DETAILS

WITH WHITE

LETTERING,

MATTE FINISH.

LETTERING TO BE

OPTIMA BOLD,

1" HIGH

CLEAR DETAILS

WITH WHITE

LETTERING,

MATTE FINISH.

LETTERING TO BE

OPTIMA BOLD,

3/16" HIGH

LID HINGE

STAINLESS STEEL

FLORAL REGULATIONS14

3' -0

/2

TY

P

3 3/4"

TYP.

4' -0

" 7"

GRAPHIC ON

EACH SIDE

'A'

'A'

'B''B'

LAYOUT 'A'

LAYOUT 'B'

BURIAL SECTION

NUMBER

6"

9"

3 3/4"

TYP.

SCALE:12

CAST STONE POST SETTING DETAIL

N.T.S.

6"

CAST STONE COLLAR

SEE ABOVE

COMPACTED

AGGREGATE

SUBGRADE

PLANTING

SOIL

WIDTH OF COLLAR

3' -6

CAST

STONE

POST

2' 8 1/2"

1/

2"

2' 1"

3"

4"

1'-6"

TYPE A1

2" 3'

-4

3' -4

2"

3' -4

SIGNAGE NOTES:

2" 2"

3 3/4"

4" 6"

3/

4"

TRASH

36 GAL. FLOWER VASE

RECEPTACLE

WITH HINGED LID BY

SITESCAPES

MODEL: CITY VIEW CV2-3004

COLOR: BRONZE

SEE 2/C504

REINFORCED CONCRETE

SLAB PER CIVIL

FINISHED GRADE

18" DP. 3/4" DIA. WASHED

RIVER ROCK

1/2" TYPE L COPPER PIPE

2' -6

"ANCHOR BOLT RECEPTACLE TO

REINFORCED CONCRETE BASE

ANCHOR BOLT RECEPTACLE TO

REINFORCED CONCRETE BASE

GEOTEXTILE FABRIC 6" LENGTH OF 4" DIA. PERF. PIPE W/PERF. CAP

SECURED TO 4" DIA.

NON PERF. PIPE

4" DIA. NON PERF. PIPE CONNECTED TO

STORM DRAIN OR UNDERDRAIN

3' M

IN

. D

E P

TH

4" SQ. STEEL

TUBING WITH CAP

"DO NOT DRINK" SIGN

2' -0

CLEAR DECAL WITH

WHITE LETTERING

TYPEFACE TO MATCH EXISTING

1-1/2" HEIGHT

STEEL FINS, WELD TO STEEL TUBING

CONCRETE FOOTING

1-1/2" PVC CL 200 PIPE FROM EDGE

OF CONCRETE PAD TO SWEEP EL

SOLVENT WELD PIPE AND SWEEP EL

1-1/2" PVC SWEEP EL SLEEVE

COPPER ADAPTOR AT

IRRIGATION GATE VALVE

FLOWER VASES

27-3/4"

6'-0"

WP1-1000-DF

6' STEEL BENCH

BY SITESCAPES;

END ARM RESTS ONLY

MODEL: WP1-1000-DF

COLOR: BRONZE

CLEARANCE FOR 1/2"

ANCHOR BOLTS

SIDE ELEVATION BACK ELEVATION

PERSPECTIVE

ANCHOR BOLT

BENCH INTO

CONCRETE

PAVEMENT

REINFORCED

CONCRETE

PAVEMENT

6"

TYP.

IRRIGATION

GATE VALVE

6" CONCRETE

FLATWORK

LOCATE FLOWER

WATERING STATION AS

SHOWN ON PLANS

WATER SPIGOT

ASSEMBLY

3/4" DIA. WASHED

RIVER ROCK

TRASH RECEPTACLE

WITH CABLED LID

8' -6

7'-6"

PLAN

CURB CURB / GUTTER

(SEE CIVIL SITE DETAILS)

FLOWER VASE

RECEPTACLE WITH

HINGED LID

6"

4' -3

4" NON PERF. PIPE

CONNECTED TO STORM

DRAIN OR DAYLIGHT

EXPANSION JOINT,

CONTROL JOINT OR

EDGE OF SIDEWALK

CONTROL JOINTS

EXPANSION JOINT

3'-9" 3'-9"

LOCATION POINT 'C'

SEE POINT TABLE ON LC102

7"

5'-0"

1' -9

EXPANSION JOINT,

CONTROL JOINT OR

EDGE OF SIDEWALK

FLORAL

REGULATIONS TEXT

DECAL TO MATCH

EXISTING, SEE 14/C504

3' CURB

TRANSITION

3' CURB

TRANSITION

26-7/16"

8'-0"

WP1-2100-DF

8' STEEL BENCH

BY SITESCAPES;

END ARM RESTS ONLY

MODEL: WP1-2100-DF

COLOR: BRONZE

CLEARANCE FOR 1/2"

ANCHOR BOLTS

SIDE ELEVATION BACK ELEVATION

PERSPECTIVE

ANCHOR BOLT

BENCH INTO

CONCRETE

PAVEMENT

REINFORCED

CONCRETE

PAVEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on la c ad fi le s\ _0 sh ee ts

\1

_l

_s ite fu rn is hi ng s de ta ils .d w ds ei fe rt sa ve d:

4/

/2

2:

P lo t:4 /2

9/

0:

A M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

OF 58

DEREK J. SEIFERT, PLA

56013

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL LANDSCAPE ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

DATE: LICENSE NO.4/29/2022

Xref U:\DJSsig_AEblue.dwg

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

36 GAL.TRASH RECEPTACLE

WITH CABLED LID BY

SITESCAPES

MODEL: CITY VIEW

CV2-2000-OW

COLOR: BRONZE

SCALE:2

FLOWER WATERING SPIGOT ASSEMBLY &

"DO NOT DRINK" SIGN

1/2"= 1'-0"

4" SQUARE STEEL

TUBE W/CAP POWDER

COAT TO MATCH TRASH

AND FLOWER VASES

RECEPTACLES.

SCALE:1

FLOWER WATERING STATION

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

CLEAR DECAL WITH WHITE

LETTERING, TYPEFACE TO

MATCH EXISTING, 1-1/2" HEIGHT

SECURE WITH (2) 3/16"

x 2" STAINLESS STEEL

TAMPER-PROOF

SCREWS &

EXPANSION SHIELDS

1/8" THICK

ALUMINUM SIGN

PANEL; SEE SPEC.

FOR MATERIALS,

COLOR & FINISH

(3 SIDES: FRONT,

SIDE & SIDE)

1/4" DIA. HOLES TO

RECEIVE SCREWS

STAINLESS STEEL

TAMPER-PROOF

SCREWS AND

EXPANSION SHIELDS

WATER SPIGOT

SELF CLOSING BRONZE HOSE BIB

HAWS MODEL 6252EHLF

W/BULKHEAD FITTING CxF CAST, 1/2" TYPE L COPPER PIPE

(LENGTH AS REQUIRED)

& CxC COPPER ELBOW

ANCHOR BOLT RECEPTACLE TO

REINFORCED CONCRETE BASE

SITE FURNISHINGS DETAILS

C505

JFDS 26

PEDESTRIAN

BENCH

SURFACE MOUNT PER

MANUFACTURER'S

RECOMMENDATIONS

WITH STAINLESS

STEEL ATTACHMENTS

& STAINLESS STEEL

ACORN SAFETY CAPS

ON ALL EXPOSED

THREADS

EDGE OF

CONCRETE

SCALE:3

6' BENCH w/BACK & ARM REST

1" = 1' (30" x 42" PAPER) SCALE:4 6' BENCH w/BACK & ARM REST

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

PEDESTRIAN

BENCH

SURFACE MOUNT PER

MANUFACTURER'S

RECOMMENDATIONS

WITH STAINLESS

STEEL ATTACHMENTS

& STAINLESS STEEL

ACORN SAFETY CAPS

ON ALL EXPOSED

THREADS

WATER SPIGOT

SELF CLOSING BRONZE HOSE BIB

HAWS MODEL 6252EHLF

W/BULKHEAD FITTING CxF CAST, 1/2" TYPE L COPPER PIPE

(LENGTH AS REQUIRED)

& CxC COPPER ELBOW

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

CIVIL DETAILS

C506

JRIW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on c iv il\

_0 ca d fil es s he et s\

3_ c_ st re et d et ai ls .d w iw av ed

:4 /2

8/

1:

lo t:4 /2

9/

0:

A M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

FA

B

R

IC

W

ID

TH

3'

10'-0" MAXIMUM10'-0" MAXIMUM

6"

3' -6

" M

IN

12" MIN. DIA.

CONCRETE BASE ONLY ON

LINE POSTS TO BE EQUALLY SPACED

2"

CORNER, END, OR PULL POST

BRACE RAIL

CLIPS (TYP.)

LINE POST

(9 GAGE, 2" MESH)

BOTTOM OF FABRIC

LINE POST

TENSION WIRE

GRADE

HOG RINGS (TYP.)

CHAIN-LINK FABRIC

TRUSS ROD

(3/8" MIN. DIA.)

TIE WIRES OR 6

FE

E T

TENSION WIRE

FABRIC SHALL HAVE UPWARD TWIST

CORNERS & GATE POSTS

NOTE:

PROVIDE GREEN VISUAL SCREEN. SCREEN TO BE WIND PERMEABLE FABRIC, SECURED WITH SUFFICIENT

NON-MARKING FASTENERS TO REMAIN SOUNDLY IN PLACE.

DIMENSIONS

6"Ø 4"Ø

A 0'-8 1/2" 0'-8 1/2"

B 1'-2" 1'-2"

C 0'-7" 0'-7"

D 1'-2" 1'-2"

E 0'-10 1/2" 0'-10 1/2"

F 0'-11" 0'-11"

G 0'-11 1/2" 0'-11 1/2"

H* 0'-7" 0'-5"

I 1'-1" 1'-1"

J 0'-8" 0'-8"

6" PRECAST END SECTION4

TEMPORARY CONSTRUCTION FENCE3

ROCK CONSTRUCTION ENTRANCE2

EROSION CONTROL BLANKET1

WITH VISUAL SCREEN

CIVIL DETAILS

C507

JRIW

45°

BIOROLL

8" - 10" EMBEDMENT DEPTH

1"x2"x24" LONG WOODEN STAKES

AT 1' 0" SPACING MAXIMUM.

STAKES SHALL BE DRIVEN

THROUGH THE BACK HALF OF THE

BIOROLL AT AN ANGLE OF 45° WITH

THE TOP OF THE STAKE POINTING

UPSTREAM. PROVIDE 8" TO 10" OF

EMBEDMENT DEPTH.

BIOROLL STAKING DETIAL

FLOW

FLOW

STAKE

STRAW OF WOOD FIBER 12"

DIA. ROLL ENCLOSED IN

PLASTIC OR POLYESTER

NETTING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on c iv il\

_0 ca d fil es s he et s\

3_ c_ st re et d et ai ls .d w iw av ed

:4 /2

8/

1:

lo t:4 /2

9/

0:

A M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

1" (25 mm) REBAR

FOR BAG REMOVAL

FROM INLET

EXPANSION RESTRAINT

[1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT

WASHERS]

2 EACH DUMP

STRAPS

DUMP STRAP

SILT SACK

NOTE:

FIELD LEVEL DOME

COVERAGE = 41 POINTS

PER SQUARE INCH

INTERNAL EMBEDMENT FLANGE @

3" C/C (SEE PLAN FOR

ORIENTATION)

90° POINTS

0.045" HIGH

INTERNAL EMBEDMENT FLANGE

@ 3" C/C (SEE PLAN FOR

ORIENTATION)

0.625"Ø HOLE THROUGH EMBEDMENT

FLANGES (3 PER FLANGE) AS SHOWN ON

REFLECTED PLAN

0.625" Ø HOLE

THROUGH

EMBEDMENT FLANGES

(3 PER FLANGE)

INTERNAL

EMBEDMENT

FLANGE 7 PER

TILE

0.1875"Øx0.0625" DEEP

DOME UNDERSIDE OF

TILE

SECTION

B-B

SECTION

A-A

DETAILPLAN - TILE REFLECTED

PLAN - TILE

TILE FILLED WITH

STRUCTURAL POLYMER

CONCRETE

0.625" Ø HOLE

EMBEDMENT FLANGES AS

SHOWN IN PLAN

0.3

"R

90° POINTS

0.045" HIGH

0.3

"R

B B

A

A

SEE

DETAIL

RIGHT

DETECTABLE WARNING NOTES:

· THE DETECTABLE WARNING STRIP

MUST COVER THE ENTIRE WIDTH OF

THE RAMP OPENING, EXCLUDING THE

WINGS.

· ALL DOMES MUST BE ALIGNED IN THE

DIRECTION OF TRAVEL.

· ONE CORNER OF THE LEADING EDGE

OF THE DETECTABLE WARNING MAY BE

MORE THAN 5 FEET FROM THE BACK OF

THE CURB.

· WHEN LOCATED ALONG A CURB

RETURN, THE LEADING EDGE OF THE

DETECTABLE WARNING MAY BE

DEFINED BY THE CHORD DRAWN

BETWEEN THE LEADING EDGES OF THE

RAMP OPENING.

· TRUNCATED DOME WARNING STRIPS

TO BE BURNT RED.

TRUNCATED DOME2

SILT FENCE1

7"

3' 2"

MIN.

FULL HEIGHT CURB

3F

T3FTZERO HEIGHT CURB

SURMOUNTABLE CURB

AND GUTTER

2FT 2FT

FT

11 FT

P E

R P

LA

N

PLAN

2F T

SWALE SECTION

6 CY NDOR TYPE A

RIPRAP 12" THICK

1'

NONWOVEN

GEOTEXTILE FABRIC

EXTEND 1' UNDER

OUTLET

RIP RAP SECTION2.5

FT R

AD

BOTH SID

ES

NO 4 BAR (TYP.)

CAST IN PLACE CONCRETE SPILLWAY6 TREE PROTECTION7

INLET PROTECTION SACK5

TEMPORARY BIOROLL3

Z Z

Z Z

CONTROL JOINT

EXPANSION JOINT

PROVIDE EXPANSION JOINTS AT

BUILDING AND CONCRETE

STOOP INTERFACE, AS WELL AS

EVERY 24 FEET OF CONTINUOUS

SIDEWALK AND AT SIDEWALK

INTERSECTIONS.

PROVIDE CONTROL JOINTS PER

MANUFACTURER RECOMMENDATIONS.

1/8" R (TYP)

D/4

1/8"

3/8" JOINT SEALER CONFORMING

TO ASTM D 1850

PREMOULDED EXPANSION

JOINT FILLER CONFORMING

TO ASTM D1751 OR D1752

24" #4 DOWEL, FIXED

ONE SIDE, SLIP OTHER

CONCRETE JOINTS4

FENCING/ROOT PROTECTION

6' HIGH CHAIN LINK FENCING SHALL BE

PROVIDED AND MAINTANED AT THE DRIPLINE

OF EACH TREE OR AROUND A GROUP OF

TREES AT THE DRIPLINE OF OUTSIDE TREES.

THE ENGINEER'S APPROVAL IS REQUIRED FOR

USE/ACCESS WITHIN ZONE B. PERMISSION FOR

USE/ACCESS REQUIRES SURFACE PROTECTION

FOR ALL UNFENCED, UNPAVED SURFACES

WITHIN ZONE B AT ALL TIMES.

* SURFACE PROTECTION MEASURES

1. MULCH LAYER, @ 6"-8"DEPTH

2. 3/4" PLYWOOD

3. STEEL PLATES

TRENCHING / EXCAVATION

ZONE A (CRITICAL ROOT ZONE)

[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 0.5]

1. NO DISTURBANCE ALLOWED WITHOUT

SITE-SPECIFIC INSPECTION AND APPROVAL OF

METHODS TO MINIMIZE ROOT DAMAGE

2. SEVERANCE OF ROOTS LARGER THAN 2 INCHES IN

DIAMETER REQUIRES AN ENGINEER'S APPROVAL

3. TUNNELLING REQUIRED TO INSTALL LINES 3 FEET

BELOW GRADE OR DEEPER

ZONE B (DRIPLINE (DEFINE))

[MAXIMUM WIDTH OF BRANCH EXTENSION ON TREE]

1. OPERATION OF HEAVY EQUIPMENT AND/OR

STOCKPILING OF MATERIALS SUBJECT TO

(SPECIFY INDIVIDUAL) APPROVAL

2. SURFACE PROTECTION MEASURES REQUIRED

TRENCHING ALLOWED AS FOLLOWS:

- EXCAVATION BY HAND OR WITH HAND-DRIVEN

TRENCHER MAY BE REQUIRED

- LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A

(CRITICAL ROOT ZONE) MAINTAIN 2/3 OR MORE OF

ZONE B (DRIPLINE) IN UNDISTURBED CONDITION

3. TUNNELLING MAY BE REQUIRED FOR TRENCHES

DEEPER THAN 3 FOOT

4. USE OF PNEUMATIC AIR WAND AND EXCAVATION

MAY BE CONSIDERED WHERE THE TRENCH DEPTH

DOES NOT EXCEED 4 FEET

ZONE C (ABSORBING ROOT ZONE)

[DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 2.0]

1. OPERATION OF HEAVY EQUIPMENT AND OR

STOCKPILING OF MATERIALS SUBJECT TO

(SPECIFY INDIVIDUAL) APPROVAL

2. SURFACE PROTECTION MEASURES MAY BE

REQUIRED AND IS TO BE DETERMINED BY

(SPECIFY INDIVIDUAL)

TRENCHING WITH HEAVY EQUIPMENT ALLOWED

AS FOLLOWS:

- MINIMIZE TRENCH WIDTH

- MAINTAIN 2/3 OR MORE OF ZONE C IN

UNDISTURBED CONDITION

- OR AS SPECIFIED BY (SPECIFY INDIVIDUAL)

NDOR TYPE A RIPRAP

FENCE & GATE DETAILS

C508

SCALE:2

ORNAMENTAL FENCE INSTALLATION DETAIL

3/4"=1' 0 1' 2' 3'

8'-0"(TYP.)

ORNAMENTAL FENCE NOTES:

1. ALL ORNAMENTAL

FENCE COMPONENTS,

HARDWARE AND

FASTENERS SHALL BE

POWDER-COATED OR

ELECTRO-DEPOSITION

COATED WELDED STEEL;

COLOR: BRONZE

2. SEE SPECIFICATIONS

32 31 00 FOR MORE

INFORMATION

6' (T

Y P

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on la c ad fi le s\ _0 sh ee ts

\1

_l

_s ig na ge d et ai ls

.d w iw av ed :4

/2 8/

1:

lo t:4

/2 9/

0:

A

M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

EXISTING FEATURE

(PILLAR OR PRIMARY SIGN)

END POST

(SIZE PER SPEC).

BOLT TO

FOOTING LEDGER

OF EXISTING

FEATURE

4" MAX.

3"

EXISTING GRADE

2' -6

B

E

LO

W

FI

N

IS

H E

D G

R A

D E

CONCRETE FOOTING

FOR POSTS

POST ANCHOR

PLATE (PER

MANUFACTURER

RECOMMENDATION)

D E

E P

C O

N C

FO

O

TI

N G

2" MAX.

SCALE:1

PERMANENT ACCESS GATE AT SCHRAM ROAD

1/2"=1' 0 1' 2' 4'

6' -0

14'-0"14'-0"

2" MAX

2"

6' -0

2" MAX

ELEVATION VIEW

PLAN VIEW

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on la c ad fi le s\ _0 sh ee ts

\1

_l

_c ol m ub

.d w ds ei fe d:

4/

/2

2:

lo t:4

/2 5/

:0

P

M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL LANDSCAPE ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

DATE: LICENSE NO.4/29/2022

1 COLUMBARIUM 'B' - SITE PLAN

SCALE: 1" = 20' (30" x 42" PAPER)

COLUMBARIUM 'B' -

SITE PLAN

LC101

JRDS 30

6' BENCH W/ BACK

SEE DETAIL 3/C505

6' BENCH W/ BACK

SEE 3/C505

EQ

.EQ

EQ.

TYP.

EQ.

TYP.

2 COLUMBARIUM 'B' - SITE PLAN - COURT 'B' ENLARGEMENT - 2,168 NICHE UNITS

SCALE: 1" = 10' (30" x 42" PAPER)

EQ. EQ.

LC101 12"W CONCRETE MOW COLLAR

12"W CONCRETE MOW COLLAR

200 NICHE UNITS (40W x 5H)

200 NICHE UNITS (40W x 5H)

200 NICHE UNITS (40W x 5H)

200 NICHE UNITS (40W x 5H)

200 NICHE UNITS (40W x 5H)

200 NICHE UNITS (40W x 5H)

200 NICHE UNITS (40W x 5H)

200 NICHE UNITS (40W x 5H)

200 NICHE UNITS (40W x 5H)

200 NICHE UNITS (40W x 5H)

6' BENCH W/ BACK

SEE C505

6' BENCH W/ BACK

SEE C505

LC501

LC501

FLOWER WATERING STATION

SEE C505

IDENTIFICATION SIGN 'C1'

SEE 3/C504

NEW SIDEWALK

FOR

ACCESSIBLE

ROUTE TO

COLUMBARIUM

COURT

PLAN LEGEND

PEDESTRIAN CONCRETE

SIDEWALK, SEE 4/C501

(2) 8' BENCH BACKLESS

SEE C505

(2) 8' BENCH BACKLESS

SEE C505

FO

R

T C

R O

O K

C

IR

C

LE

(5) 8' BENCH

BACKLESS

SEE DETAIL

4/C505

EXISTING COLUMBARIUM

COURT PLAZA 'A'

CONSTRUCTION LIMITS

42 N

IC

H E

U N

ITS

(14W x 3H

3-HIGH SINGLE-SIDED

CURVED NICHE WALL

W/ NATURAL STONE

VENEER & CAP

5-HIGH

DOUBLE-SIDED

NICHE WALL W/

NATURAL STONE

VENEER & CAP

(5 TOTAL)

42 N

IC

H E

U N

ITS

(14W x 3H

42 N

IC

H E U

N

ITS

(14W x 3H

42 N

IC

H

E U N

ITS

(14W x 3H

FO

R

T C

R O

O K

C

IR

C

LE

PEDESTRIAN CONCRETE

SIDEWALK, SEE 4/C501

SIGNAGE

PLAN NOTES

1. SEE LC102 FOR LAYOUT SURVEY

STAKING POINTS.

2. SEE LC103 FOR NICHE WALL NUMBERING

AND ADDRESSING PLAN.

3. SEE LC103 FOR ADDITIONAL PAVING

INFORMATION.

4. SEE LC104 FOR GRADING PLAN.

5. SEE LC104 FOR UNDERDRAIN

INFORMATION.

2'

TRUNCATED DOMES

SEE 2/C507

CONSTRUCTION LIMITS

EQ.

TYP.

EQ.

TYP.

TURF/NATIVE

BOUNDARY,

SEE LP SHEETS

EQ.

TYP.

EQ.

TYP.

EQ.

TYP.

EQ

TYP.

C108A

A'

NEW ASPHALT PAVEMENT

MILL & OVERLAY ASPHALT

PAVEMENT

10'

48'

30'

3 ASPHALT KEY

SCALE: N.T.S.

MILL & OVERLAY ASPHALT

PAVEMENT PER DETAIL

1/C501

INSTALL ASPHALT KEY

WHERE NEW WEAR COURSE

ABUTS EXISTING ASPHALT

PER 3/LC101

INSTALL NEW ASPHALT

PAVEMENT PER 1/C501

INSTALL 30 LF NEW

CURB & GUTTER

PER 3/C501

PAVEMENT SAW-CUT LINE

B

B

P-4

P-1

P-3

P-6 P-5

P-8

P-9

P-10

P-11

P-12

P-2

P-7

P-C

V

CURVE TABLE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on la c ad fi le s\ _0 sh ee ts

\1

_l

_c ol m ub

.d w ds ei fe d:

4/

/2

2:

lo t:4

/2 5/

:0

P

M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL LANDSCAPE ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

DATE: LICENSE NO.4/29/2022

1 COLUMBARIUM 'B' - STAKING PLAN

SCALE: 1" = 10' (30" x 42" PAPER)

COLUMBARIUM 'B' -

STAKING PLAN

LC102

JRDS 31

1.5°

3°

4.5°

6°

8'

ORIGIN POINT OF ALL BEARINGS,

SEE TABLE FOR NORTHING &

EASTING

.1

2°

1. BENCHES NOT SHOWN FOR CLARITY.

SEE LC101 FOR LOCATIONS.

2. SEE STRUCTURAL SHEETS FOR

FOOTING DIMENSIONS AND

REINFORCEMENT DETAILS.

3. SEE LC103 FOR NICHE WALL

NUMBERING AND ADDRESSING PLAN.

4. SEE LC103 FOR ADDITIONAL PAVING

INFORMATION.

5. SEE LC104 FOR GRADING PLAN.

6. SEE LC104 FOR UNDERDRAIN

INFORMATION.

PLAN NOTES

CONSTRUCTION LIMITS

MAJOR BEARING LINE

MINOR BEARING LINE

BEARING LINE END POINT

WALL END POINT /

REFERENCE POINT SEE

LC501 & SS100

PLAN LEGEND

FLOWER WATERING

STATION (F.W.S.)

SEE C505 FOR DETAILS

P-12

B

FO

R

T C R

O O

K C

IR

C

LE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on la c ad fi le s\ _0 sh ee ts

\1

_l

_c ol m ub

_a dd re ss

.d w ds ei fe d:

4/

/2

:2 lo t:4 /2

5/

:0

P M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

DEREK J. SEIFERT, PLA

56013

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL LANDSCAPE ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

DATE: LICENSE NO.4/29/2022

1 COLUMBARIUM ADDRESSING PLAN

SCALE: 1" = 10' (30" x 42" PAPER)

COLUMBARIUM 'B' - ADDRESSING

AND PAVING PLAN

LC103

JRDS 32

LEGEND

COLUMBARIUM WALL NUMBER,

SEE LC-505 - COLUMBARIUM DETAILS

NICHE COLUMN NUMBERING,

SEE LC-505 - COLUMBARIUM DETAILS

COLUMBARIUM PLAZA LETTER,

SEE LC-505 - COLUMBARIUM DETAILS

CONCRETE BROOM DIRECTION

PEDESTRIAN CONCRETE SIDEWALK

SEE 4/C101

CONTROL JOINT, TYP.

EXPANSION JOINT, TYP.

CONSTRUCTION LIMITS

B

110203040

1 10 20 30 40

110203040

1 10 20 30 40

110203040

1 10 20 30 40

1 10 20 30 40

B11

8'

(TYP.)

3'-7"

(TYP.)

8'-5"

(TYP.)8'

(TYP.)8'

(TYP.)8'

(TYP.)8'-5"

(TYP.)

3'-7"

(TYP.)

9'

(TYP.)

B

B

B

B

9' 5'-9"

16'-8" 5'-9"

16'-8" 5'-9"

16'-8" 5'-9"

16'-8" 5'-9"

9'

EQ

EQ

EQ

EQ

E Q

E Q

E Q

E Q

B11

CURB

TRANSITION

CURB

TRANSITION

FO

R

T C R

O O

K C

IR

C

LE

FO

R

T C R

O O

K C

IR

C

LE

2 COLUMBARIUM PAVING PLAN

SCALE: 1" = 10' (30" x 42" PAPER)

B11

B

1. BENCHES NOT SHOWN FOR CLARITY.

SEE LC101 FOR LOCATIONS.

2. ALL CONCRETE PAVING TO BE BROOM

FINISHED.

3. SEE LC102 FOR LAYOUT SURVEY

STAKING POINTS.

4. SEE LC104 FOR GRADING PLAN.

5. SEE LC104 FOR UNDERDRAIN

INFORMATION.

NOTESB

B

B

B

B

61 11

11761177

FG 1171.42

1.

3%

1.

3%

1.

3%

1.

3%

1.

3%

1.

3%

1.

2%

1.

3%

GRADE

BREAK

GRADE

BREAK

GRADE

BREAK

GRADE

BREAK

FG 1171.43

FG 1171.43

FG 1171.36

FG 1171.32

FG 1171.30

FG 1171.30

FG 1171.30

FG 1171.30

FG 1171.36

FG 1171.50

FG 1171.50

FG 1171.50

FG 1171.50

FG 1171.50

FG 1171.50

FG 1171.50

FG 1171.10

FG 1171.05

FG 1171.30

FG 1170.96

FG 1170.80

ME 1174.3±

FG 1171.81

FG 1171.66

FG 1171.50

ME 1174.2±

FG 1171.36

FG 1171.32

FG 1171.30

FG 1171.30

FG 1171.50

FG 1171.50

FG 1171.30

FG 1171.30

FG 1171.36

FG 1171.24

FG 1171.24

FG 1171.22

FG 1171.22

FG 1171.30

FG 1171.32

FG 1171.30

FG 1171.36

FG 1171.32

FG 1171.36

FG 1171.30

FG 1171.30

FG 1171.32

FG 1171.36

FG 1171.30

FG 1171.30

FG 1171.30

FG 1171.36

FG 1171.32

FG 1171.36

FG 1171.28

FG 1171.30

FG 1171.30

FG 1171.30

FG 1171.30

FG 1171.32

FG 1171.36

FG 1171.16

FG 1171.40

FG 1171.40

FG 1171.40

FG 1171.30

FG 1171.40

FG 1171.53

ME 1170.1±

FG 1171.60

2% MIN.

2% M

IN.

FG 1171.40

FG 1171.40

FG 1171.40

G R

A D

E B

R E

A K

FG 1171.40

G R

A D

E B

R E

A K

G R

AD

E

BR

EAK

G R

AD

E

BR

EAK

G R

AD

E

BR

EAK

G R

A D

E B

R E

A K

FG 1171.32

FG 1171.32

G R

A D

E B

R E

A K

G R

AD

E

BR

EAK

G R

A D

E B

R E

A K

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on la c ad fi le s\ _0 sh ee ts

\1

_l

_c ol m ub

.d w ds ei fe d:

4/

/2

2:

lo t:4

/2 5/

:0

P

M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

KEY MAP

OF 58

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL LANDSCAPE ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

DATE: LICENSE NO.4/29/2022

LC104

JRDS 33

2 COLUMBARIUM GRADING PLAN

SCALE: 1" = 10' (30" x 42" PAPER)

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

DESIGN MAJOR CONTOURS

DESIGN MINOR CONTOURS

SLOPE ARROW W/ GRADE

GRADE BREAK

GRADING LEGEND

EG = EXISTING GRADE

FG = FINISHED GRADE

SPOT ELEVATION KEY:

1 COLUMBARIUM DRAINAGE PLAN

SCALE: 1" = 10' (30" x 42" PAPER)

INV: 1170.00

INV: 1169.90

INV: 1170.00

INV: 1169.90

INV: 1170.00

INV: 1169.90

INV: 1169.90

INV: 1170.00

INV: 1169.40

INV: 1169.40

INV: 1169.60

INV: 1169.60

INV: 1169.40

INV: 1169.40

INV: 1169.60

INV: 1169.60

INV: 1169.40

INV: 1169.40

INV: 1169.60

INV: 1169.60

INV: 1169.40

INV: 1169.40

INV: 1169.60

INV: 1169.60

INV: 1169.40

INV: 1169.40

INV: 1169.60

INV: 1169.60

INV: 1167.90

CONNECT TO

EX. DRAINTILE

BEHIND CURB

CONNECT TO EX. DRAINTILE

BEHIND WALK

6" PERFORATED DRAINTILE

BEHIND WALK,

SEE 2/LC501

SOLID WALL PVC

PERFORATED PVC DRAINTILE

CLEANOUT

INVERT ELEVATION

UNDERDRAIN LEGEND

CO

0.7%

GRADE

BREAK

COLUMBARIUM 'B' - GRADING

AND DRAINAGE PLAN

1. BENCHES NOT SHOWN FOR CLARITY.

SEE LC101 FOR LOCATIONS.

2. ALL PERFORATED DRAINTILE SHALL BE

SLOPED AT 0.5% MINIMUM.

3. ALL SOLID PVC DRAINTILE SHALL BE

SLOPED AT 1.0% MINIMUM

4. CLEANOUT RIM ELEVATION =

ADJACENT CONCRETE - 0.30 FT.

5. SEE COLUMBARIUM DETAILS FOR

DRAINTILE INSTALLATIONS.

6. ALL CONCRETE PAVING TO BE BROOM

FINISHED.

7. SEE LC102 FOR LAYOUT SURVEY

STAKING POINTS.

8. SEE LC103 FOR NICHE WALL

NUMBERING AND ADDRESSING PLAN.

9. SEE LC103 FOR ADDITIONAL PAVING

INFORMATION.

10. ALL PVC SEGMENTS SHALL BE 6" DIA.

UNLESS NOTED OTHERWISE.

PLAN NOTES

F O

R T

C R

O O

K C

IR

C

L E

F O

R T

C R

O O

K C

IR

C

L E

8"

8"

8"

8"

NOTE:

ALL PVC PIPE SEGMENTS

SHALL BE 6" UNLESS

SPECIFIED OTHERWISE

8"

INV: 1166.50

INSTALL 8" PRECAST END SECTION

INV: 1166.10

INV: 1169.60

INV: 1168.50

INV: 1166.10

INV: 1167.20

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 o m ah a nc gr av es ite e xp an si on la c ad fi le s\ _0 sh ee ts

\1

_c

_c ol um ba riu m d et ai ls

.d w ds ei fe d:

4/

/2

:5 lo t:4 /2

5/

:1

P M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

BIDDING

DOCUMENTS

BIDDING DOCUMENTS

Date:on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

STRUCTURAL:

IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

(515) 334-4308

TODD BARRETT

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA, KS 66219

(402) 330-2202

MICHAEL RINGLER

CPMI

1001 GRAND AVE. #201

WEST DES MOINES, IA 50265

(515) 380-7370

BRYAN BERTRAND

OF 58

DEREK J. SEIFERT, PLA

56013

PRINT NAME:

SIGNATURE:

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION, OR REPORT WAS PREPARED

BY ME OR UNDER MY DIRECT SUPERVISION

AND THAT I AM A DULY LICENSED

PROFESSIONAL LANDSCAPE ARCHITECT

UNDER THE LAWS OF THE STATE OF

MINNESOTA.

DATE: LICENSE NO.4/29/2022

LC501

JFDS 34

COLUMBARIUM DETAILS 1

6" (5-5/8") CMU MASONRY BACKING WALL

(W/ REINFORCEMENT) @ NICHE UNITS, TYP.

1'-10"

TY

P .10 7/8"

TYP.

90.0° 2'-7 3/4"

2'-7 7/8"

4'-4 3/8"

2' -7

2' -1

1"

3' -7

4' -1

3" 3"

4" 4"

2" 2"

3" 4" 2"

8 5/8"

TY

P

2 3/8"

TYP.

1" GAP

1.5°

NOTE:

ALL DIMENSIONS SHOWN ARE

MIRRORED ACROSS CENTERLINE

LC501

4"

4"

3/8"

JNT

4 1/2" 3/8"

JNT

6 5/8"

3/8"

JNT

PRECAST CONCRETE

NICHE UNITS (2-HIGH)

STONE-1 VENEER

(TYPE-C)

SEE __/____

4" THICK STONE-2

VENEER 2"

GAP

4"

SCALE:3

COLUMBARIA - 2-HIGH CURVED NICHE WALL PLAN DETAIL

1/4" = 1'-0"

0 2' 4' 8'

C.I.P. STEM WALL

SEE STRUCTURAL

2" AIR GAP, TYP.

4" THICK STONE-2

VENEER

STONE-1 VENEER

BASE (BELOW)

LC501

LC501

LC501

7'-0" - CLOSED-OPEN

PRECAST UNIT - TYPE 'C'

7'-1 1/2" - CLOSED-CLOSED

PRECAST UNIT - TYPE 'D'

7'-0" - CLOSED-OPEN

PRECAST UNIT - TYPE 'C'

7'-1 1/2" - CLOSED-CLOSED

PRECAST UNIT - TYPE 'D'

14'-1 1/2" 14'-1 1/2"

STONE-1 VENEER

BASE (BELOW)

C.I.P. STEM WALL

SEE STRUCTURAL

2" AIR GAP, TYP.4" THICK STONE-2 VENEER

STONE-1 VENEER

BASE (BELOW)

4'-2"

CURVED C.I.P. STEM WALL

ALONG BACKSIDE OF WALL,

SEE STRUCTURAL

CURVED C.I.P. STEM WALL ALONG

WALL EXTENSION ON FRONT SIDE,

SEE STRUCTURAL

CURVED C.I.P. STEM WALL ALONG

WALL EXTENSION ON FRONT SIDE,

SEE STRUCTURALSTRAIGHT C.I.P. STEM WALL ALONG

PIERS (TYP.) ON FRONT SIDE,

SEE STRUCTURAL

SCALE:4

COLUMBARIA - 2-HIGH CURVED NICHE WALL PLAN DETAIL - ENLARGEMENT

1/2" = 1'-0"

0 1' 2' 4'

SCALE:5

2-HIGH WALL PLAN DETAIL - ENDS

1" = 1'-0"

0 1/2' 1' 2'

NOTE:

ALL DIMENSIONS SHOWN ARE

MIRRORED ACROSS CENTERLINE

NOTE:

DIMENSIONS / LAYOUT SHOWN IS

MIRRORED ACROSS CENTERLINE

SCALE:6

2-HIGH WALL PLAN DETAIL - PIER COLUMNS

1" = 1'-0"

0 1/2' 1' 2'

LC501

3"

3'-1" 7" 3/8"

JNT

8'-0"

CLOSED-OPEN UNIT

8'-0"

CLOSED-OPEN UNIT

8'-0"

CLOSED-OPEN UNIT

8'-0"

CLOSED-OPEN UNIT

8'-1 1/2"

CLOSED-CLOSED UNIT 3/8"

JNT

7" 3'-1"

3" 48'-0 1/4"

SCALE:1

COLUMBARIA - 5-HIGH STRAIGHT NICHE WALL PLAN DETAIL - TYPICAL

1/2" = 1'-0"

0 1' 2' 4'

NOTE:

"CLOSED-OPEN" AND "CLOSED-CLOSED"

NICHE UNITS SHALL BACK-UP AGAINST

THE SAME NICHE UNIT TYPE, SEE 1/LC501

LC502

LC502

LC502

LC502

LC502

SCALE:2

COLUMBARIA PIER PLAN DETAIL - 5 HIGH

1" = 1'-0"

3'-1" 7"

3/8"

9" 4"

2" 2'

-8

4" 2"

11"

9" 9" 2"

4"2"2'-1"4" 2"

4" 2"

4' -2

4"

2"

5' -2

2 3/8" CIP CONC.

STEM WALL -

SEE STRUCTURAL

PRECAST

COLUMBARIA

UNITS

MARBLE NICHE

COVER, TYP.

STONE-1 ROW

ADDRESSING

STONE

STONE-1 BASE

(BELOW)

STONE-2

STONE

VENEER

2" AIR GAP

0 1/2' 1' 2'

C.I.P. STEM

WALL PIERS, TYP.

SEE 6/LC501

C.I.P. STEM

WALL PIERS, TYP.

SEE 6/LC501

C.I.P. STEM WALL

PIERS, TYP.

SEE 6/LC501

STONE-1 VENEER

BELOW 1" OVERHANG

BY NICHE UNITS

STONE-1 VENEER

BELOW 1" OVERHANG

BY NICHE UNITS

LC502

LC502

LC503

LC503

WALL POINTS FROM

STAKING PLAN

SEE LC102

WALL POINTS FROM

STAKING PLAN

SEE LC102

WALL POINTS

FROM

STAKING

PLAN

SEE LC102

WALL POINTS FROM

STAKING PLAN

SEE LC102

WALL POINTS

FROM

STAKING

PLAN

SEE LC102

WALL POINTS FROM

STAKING PLAN

SEE LC102

5' -8

3'-7"

'-0

6" (5-5/8") CMU MASONRY BACKING WALL

(W/ REINFORCEMENT) @ NICHE UNITS, TYP.

6" (5-5/8") CMU MASONRY

BACKING WALL

(W/ REINFORCEMENT)

@ NICHE UNITS, TYP.

SEE STRUCTURAL FOR

REINFORCEMENT INFO.

B 7"

NOTES:

1. FONT TO BE TIMES ROMAN BOLD.

2. ALL CHARACTERS TO BE SAND BLASTED

TO A DEPTH OF 1/4" MINIMUM.

3. FOR WALL MARKERS WITH DOUBLE

LETTERS (I.E. B11, ETC), USE 1" SPACING

BETWEEN LETTERS.

WALL MARKER

(INCISED IN STONE

ADDRESSING PANELS)

A 10 3"

NOTES:

1. FONT TO BE TIMES ROMAN BOLD.

2. ALL CHARACTERS TO BE SAND BLASTED

TO A DEPTH OF 1/4" MINIMUM.

ROW MARKER

(INCISED IN STONE

ADDRESSING PANELS)

COLUMN MARKER

(INCISED IN STONE CAP)

3"

CONC. WALK,

SEE CIVIL

S E

E S

TR

U

C T.

1'-6" 1'-6"

8"

3/ 8"

J T.

4"

2'-10" 2'-10"

5'-8"

1'-1"

TYP.

2" M

A X

1'-10" 1'-10"

GRID

TML

1171.47

TOC

1178.83

TSW

1171.80

STONE-1 CAP

7' -0

NICHE COVER

PRECAST CONC

NICHE UNIT, SEE LC506

STONE-1 BASE,

SEE 9/LC504

3'-6" PEA GRAVEL FLOWER STRIP

SEE 6/LC504

CIP CONC FOOTING

SEE STRUCTURAL

CIP CONC FOUNDATION

SEE STRUCTURAL

SACK-RUB FINISH AT ALL

EXPOSED CONC., TYP

LC504

3" 3"

3/ 8"

J T.

LC504

CONT. SELF-ADHESIVE EPDM MEMBRANE,

OVERLAP 3" HOLD MEMBRANE BACK 1/2"

FROM FACE, SET STONE CAP IN MORTAR

/GROUT BED - AS PER STONE AND

PRECAST COLUMBARIA MANUFACTURER'S

REQUIREMENTS AND RECOMMENDATIONS

FACE TO FACE DIMENSIONS

MEASURED AT THE TOP OF THE

UNITS SHALL BE A CONSISTENT

DIMENSION WITH PARALLEL FACES

CONC. WALK,

SEE CIVIL

6'-0"

SEE STRUCTURAL

1 10 20 30 40

A

B

C

D

E

A

B

C

D

E

B 1 2

TML

1171.47

STONE-2 VENEER

STONE-1 VENEER

BASE

STONE-1 VENEER,

WALL MARKER, SEE 3/LC502

TOC

1178.83

STONE-1 CAP:

SEE CAP PLAN, LC505

GRID

CONC. BASE,

SACK-RUB FINISH

TYPE 1

HORIZONTAL &

VERTICAL CELL

VENTS

TYPE 1

HORIZONTAL &

VERTICAL CELL

VENTS

CIP CONC FOOTING

SEE STRUCTURAL

5'-8"

2'-10" 2'-10"

5'-8"

2'-1" 2'-1"7" 7" 2"

3"

2"

GRID

4"2"4'-2"2"4"

FILL 2" AIR SPACE WITH

MORTAR MESH

TML

1171.47

TOC

1178.83

CIP CONC FOUNDATION WALL

STONE-2 VENEER

CONT. SELF-ADHESIVE EPDM MEMBRANE,

OVERLAP 3" HOLD MEMBRANE BACK 1/2"

FROM FACE, SET STONE CAP IN MORTAR

/GROUT BED - AS PER STONE AND

PRECAST COLUMBARIA MANUFACTURER'S

REQUIREMENTS AND RECOMMENDATIONS

STONE-1 CAP

SS TERMINATION BAR

THROUGH-WALL FLASHING

STONE-1 BASE, SEE 9/LC504

CIP CONC FOUNDATION

SEE STRUCTURAL

SACK-RUB FINISH AT ALL

EXPOSED CONC., TYP

1&2

LC504

3/ 8"

J T.

8"

2"

PEA GRAVEL FLOWER STRIP

SEE 6/LC504

LC504

SS MASONRY ANCHOR, TYP

6'-0"

SEE STRUCTURAL

TY

P

1'-5 3/8" 1'-5 3/8"2'-2 3/8"

2'-2 3/8" 2'-2 3/8"4" 4"

1'-6 1/4"1'-6 1/4"

2'-4 1/4" 4"4"

TY

P

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

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4/

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P M

Office of Design and Construction

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 # 16243

OMAHA NATIONAL CEMETERY

GRAVESITE EXPANSION

935CM3002

APRIL 29, 2022

14250 SCHRAM RD; OMAHA, NEBRASKA 68138

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