ONC_Gravesite Expansion_Part-1 05_935CM3002_ BD Plan Set _2022-06-30.pdf

DEPARTMENT OF VETERANS AFFAIRS

OMAHA NATIONAL CEMETERY

OMAHA, NEBRASKA

1 SITE LOCATION MAP

NTS 2 SITE VICINITY MAP

NTS

N N

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

_g

_c ov er .d w g ed it:

iw eb er s av ed

:4 /2

9/

0:

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

COVER SHEET

GI001

JFDS

GRAVESITE EXPANSION

VA PROJECT NO. 935CM3002

TASK ORDER NO. 36C78621N0507

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, CIVIL ENGINEERING,

LANDSCAPE ARCHITECTURE, ARCHITECTURE,

CEMETERY PLANNING

IMEG, INC

STRUCTURAL ENGINEERING,

MECHANICAL ENGINEERING,

TECHNOLOGY

EC DESIGN GROUP, LTD

IRRIGATION ENGINEERING

CPMI

COST ESTIMATOR

TERRACON

GEOTECHNICAL ENGINEER

OMAHA NATIONAL CEMETERY

STREET ADDRESS:

114250 SCHRAM ROAD

OMAHA, NEBRASKA 68138

GRAVESITE SUMMARY:

(PPC) PRE-PLACED CRYPTS: 2,500

(UC) URN CRYPTS: 1,552

(COL) COLUMBARIUM NICHES: 2,168

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: CURT CLAEYS, PROJECT MANAGER

PHONE: (763) 412-4015

2882 106TH STREET

DES MOINES, IA 50322

CONTACT: TODD BARRETT

PHONE: (515) 334-4308

400 5TH ST.

WEST DES MOINES, IA 50265

CONTACT: ERIC CHRISTIANSEN

PHONE:(515) 225-6365

1001 GRAND AVE. SUITE 201

WEST DES MOINES, IA 50265

CONTACT: BRYAN BERTRAND

PHONE: (515) 244-1166

15080 A CIRCLE

OMAHA, NE 68144

CONTACT: MICHAEL RINGLER

PHONE: (402) 330-2202

SITE DATA

SHEET INDEX

OFFICE OF DESIGN AND CONTRUCTION

SHEET # DRAWING # TITLE

GENERAL

1 GI001 COVER SHEET

2 GI002 SYMBOLS & ABBREVIATIONS

EXISTING CONDITIONS SURVEY

3 V101 EXISTING CONDITIONS SURVEY - ENLARGEMENT 1

4 V102 EXISTING CONDITIONS SURVEY - ENLARGEMENT 2

5 V103 EXISTING CONDITIONS SURVEY - ENLARGEMENT 3

GEO-TECHNICAL

6 B100 BORING LOGS

DEMOLITION

7 D101 DEMOLITION PLAN - ENLARGEMENT 1

8 D102 DEMOLITION PLAN - ENLARGEMENT 2

9 D103 DEMOLITION PLAN - ENLARGEMENT 3

OPERATIONS

10 O100 TEMPORARY CONSTRUCTION ACCESS PLAN

11 O101 TEMPORARY CONSTRUCTION ACCESS - ENLARGEMENT

SITE PLAN

12 C101 SITE LAYOUT PLAN - OVERALL

13 C102 SITE LAYOUT PLAN - SECTION 10 AND P.I.C.

ADMINISTRATION

14 C103 SITE LAYOUT PLAN - SECTION 13

15 C104 CRYPT & URN NUMBERING PLAN - SECTION 10 AND 13

16 C105 GRADING PLAN - OVERALL

17 C106 GRADING PLAN - SECTION 10

18 C107 GRADING PLAN - SECTION 13

19 C108 STREET PLAN AND PROFILE

20 C109 UNDERDRAIN PLAN - SECTION 10

21 C110 UNDERDRAIN PLAN - SECTION 13

22 C501 SITE DETAILS

23 C502 URN CRYPT DETAILS

24 C503 PRE-PLACED CRYPT DETAILS

25 C504 SIGNAGE & WAYFINDING DETAILS

26 C505 SITE FURNISHINGS DETAILS

27 C506 CIVIL DETAILS

28 C507 CIVIL DETAILS

29 C508 FENCE & GATE DETAILS

COLUMBARIUM

30 LC101 COLUMBARIUM 'B' - SITE PLAN

31 LC102 COLUMBARIUM 'B' - STAKING PLAN

32 LC103 COLUMBARIUM 'B' - ADDRESSING AND PAVING PLAN

33 LC104 COLUMBARIUM 'B' - GRADING AND DRAINAGE PLAN

34 LC501 COLUMBARIUM DETAILS 1

35 LC502 COLUMBARIUM DETAILS 2

36 LC503 COLUMBARIUM DETAILS 3

37 LC504 COLUMBARIUM DETAILS 4

38 LC505 COLUMBARIUM DETAILS 5

39 LC506 COLUMBARIUM DETAILS 6

PLANTING

40 LP101 PLANTING PLAN - OVERALL

41 LP102 PLANTING PLAN - SECTION 10

42 LP103 PLANTING PLAN - SECTION 13

43 LP104 PLANTING PLAN - COLUMBARIUM B

44 LP501 PLANTING DETAILS

IRRIGATION

45 IR101 SITE IRRIGATION PLAN

46 IR102 IRRIGATION DEMO PLAN

47 IR103 IRRIGATION DEMO PLAN

48 IR104 IRRIGATION DEMO PLAN

49 IR105 SITE IRRIGATION PLAN

50 IR106 SITE IRRIGATION PLAN

51 IR107 SITE IRRIGATION PLAN

52 IR501 IRRIGATION DETAILS

STRUCTURAL

53 SS000 GENERAL NOTES

54 SS100 COLUMBARIUM FOUNDATION PLAN AND DETAILS

55 SS101 FOUNDATION DETAILS

EROSION CONTROL

56 CE101 SWPPP

GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS)

57 GI101 GIS DATABASE PLAN - OVERALL

58 GI102 GIS DATABASE PLAN - SECTION 10 AND 13

SCHRAM ROAD

H

IG

H W

A Y

S O

U

TH

N D

S

TR

E E

T

HIGHWAY 370

SYMBOLS LEGEND

DRAWING BLOCK TITLE

GRAPHIC SCALE

NORTH ARROW

DETAIL INDICATOR

CENTER LINE

DIMENSION LINE

# DRAWING TITLE

SCALE

N

SYMBOLS & ABBREVIATIONS

GI002

JRDS

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

_g

_c ov er .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

0 10' 20'

SHT

1 5/8"

CIVIL & LANDSCAPE ABBREVIATIONS

B & B BALL AND BURLAPED

B612 BASE 6 INCH, 12 GUTTER. REFERS TO CURB & GUTTER

B-B BACK TO BACK

BIT. BITUMINOUS

C & G CURB & GUTTER

CB STORM SEWER CATCH BASIN, INLET STRUCTURE

CBMH STORM SEWER CATCH BASIN MANHOLE, INLET STRUCTURE

CO CLEAN OUT, SEWER

CONC. CONCRETE

CONT. CONTAINER

COMM COMMUNICATION

DIP DUCTILE IRON PIPE

E.O.F. EMERGENCY OVERFLOW POINT ELEVATION

EX EXISTING

FES FLARED END SECTION

FEV FUEL EFFICIENT VEHICLE

FFE FINISH FLOOR ELEVATION

FIN. FINISHED

FWS FLOWER WATERING STATION

GA. GAUGE

GAL GALLON

HCAP HANDICAP

HDPE HIGH DENSITY POLYETHYLENE

HP HIGH POINT

HT HEIGHT

HW HEADWALL

INV. INVERT ELEVATION

LF LINEAL FEET

LP LOW POINT

MAINT. MAINTENANCE

MAX. MAXIMUM

MIN. MINIMUM

O.C. ON CENTER

OZ. OUNCE

PED. RAMP PEDESTRIAN RAMP

PERV. PERVIOUS

PPC PRE-PLACED CRYPT

PVC POLYVINYL CHLORIDE PIPE

RE RIM ELEVATION

RET. RETAINING WALL

SAN MH SANITARY MANHOLE

SCH. SCHEDULE

SDR STANDARD DIMENSIONAL RATIO

SED SEDIMENTATION

SQ. SQUARE

STMH STORM SEWER MANHOLE, SOLID COVER

SWM STORM WATER MANAGEMENT

TW TOP OF WALL

TYP. TYPICAL

UE UNDERGROUND ELECTRIC

UGP UNDERGROUND ELECTRIC

X+00 ROAD STATION (X=HUNDREDS IN FEET)

CEMETERY ABBREVIATIONS

COL COLUMBARIUM

PPC PRE-PLACED CONCRETE BURIAL CRYPTS

U.V. PRE-PLACED CONCRETE URN VAULTS

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 s ur ve y\ _0 ca d fil es s he et s\ fo r d es ig n su bm itt al s\

3_ s_ v-

1.

dw iw av ed

:4 /2

9/

1:

lo t:4 /2

9/

1:

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

KEY MAP

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

EXISTING CONDITIONS

SURVEY - ENLARGEMENT 1

V101

DSGDGA 3

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 s ur ve y\ _0 ca d fil es s he et s\ fo r d es ig n su bm itt al s\

3_ s_ v-

2.

dw iw av ed

:4 /2

9/

1:

lo t:4 /2

9/

1:

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

KEY MAP

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

EXISTING CONDITIONS

SURVEY - ENLARGEMENT 2

V102

DSGDGA 4

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 s ur ve y\ _0 ca d fil es s he et s\ fo r d es ig n su bm itt al s\

3_ s_ v-

3.

dw iw av ed

:4 /2

9/

1:

lo t:4 /2

9/

1:

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

KEY MAP

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

EXISTING CONDITIONS

SURVEY - ENLARGEMENT 3

V103

DSGDGA 5

30 11

1155 1160

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 c iv il\

_0 ca d fil es s he et s\

3_ c_ bo rin g lo gs .d w iw av ed

:4 /2

8/

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

1 SOIL BORING LOCATIONS

SCALE: 1" = 120' (30" x 42" PAPER)

BORING LOGS

FO

R

T C

R O

O K

C

IR

C

LE

FO

R

T C

R O

O K

C

IR

C

LE

N

EB

R

AS

KA

BO

U

LE

VA

R

D

FLAG

ASSEMBLY

SOIL BORINGS PLAN LEGEND

SOIL BORING

B100

B-1

B-2

B-3

B-4

B-1

2 SOIL BORING LOGS

NTS

JFDS 6

NEW URN CRYPT

BURIAL SECTION

NEW COLUMBARIUM

COURT

NEW PRE-PLACED

CRYPT BURIAL SECTION

MATCHLINE SEE SHEET D-102

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_ de m o.

dw 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

KEY MAP

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

DEMOLITION PLAN -

ENLARGEMENT 1

D101

JRDS 7

LEGEND

1. EXISTING GRAVEL, CONCRETE CURB, ASPHALT

AND BITUMINOUS TO BE REMOVED AND DISPOSED

OF OFFSITE. DISPOSE OF ACCORDING TO LOCAL

AND STATE POLLUTION REGULATION STANDARDS.

2. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS

AND DISPOSAL CERTIFICATIONS.

3. ALL EXISTING BURIED UTILITY LINE LOCATIONS

ARE APPROXIMATE ONLY. CONTRACTOR IS

RESPONSIBLE FOR FIELD LOCATING EXISTING

UTILITIES PRIOR TO EXCAVATION, DEMOLITION OR

RECONNECTION.

4. CONTRACTOR SHALL VERIFY BURIED UTILITY

LOCATIONS WITH "811" UNDERGROUND UTILITIES

LOCATION CENTER.

5. NO UNSUITABLE, NON-STRUCTURAL FILL MATERIAL

SHALL BE PLACED IN ANY FUTURE PAVEMENT

AREAS.

6. CONTRACTOR TO COORDINATE WITH COR, UTILITY

COMPANIES AND CITY FOR TEMPORARY UTILITY

CONNECTION/DISCONNECTS.

7. ADJUST AND/OR REINSTALL SILT FENCE AS

NECESSARY FOR PAVEMENT AND GRAVEL

REMOVALS. SEE SWPPP AND GRADING PLANS FOR

COMPLETE SILT FENCE AND EROSION CONTROL

PRACTICES.

8. TREE REMOVALS SHALL INCLUDE CUTTING,

DISPOSAL AND STUMP/ROOT REMOVAL TO A

MINIMUM DEPTH OF 4 FEET BELOW FINISHED

GRADE AND 3 FEET BELOW BOTTOM OF CRYPTS

AND/OR BOTTOM OF UTILITY LINE CORRIDORS.

9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING

ALL NECESSARY CONSTRUCTION PERMITS TO

CARRY OUT THE ENTIRE PROJECT. PERMITS SHALL

BE IN PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE UTILITY

COMPANIES OF ANY AND ALL PROPOSED WORK.

10. CONTRACTOR SHALL CONTAIN ALL EQUIPMENT,

TRUCKS AND VEHICLES TO THE CONSTRUCTION

ZONE. NO HEAVY TRUCKS / EQUIPMENT ALLOWED

ON CEMETERY ROADWAY OTHER THAN ROUTES

SHOWN WITHIN THE CONSTRUCTION DOCUMENTS

11. TOPOGRAPHY FOR THE SITE COMPILED FROM

FIELD SURVEYS, AS-BUILT ELEVATIONS, AND

PLANS.

12. ACCESS FOR MAINTENANCE STAFF AND VEHICLES

TO THE CEMETERY SHALL BE MAINTAINED AT ALL

TIMES.

13. REFER TO IR102 - IR104 FOR IRRIGATION

DEMOLITION INFORMATION.

DEMOLITION NOTES:

PROTECT EXISTING

SANITARY FORCEMAIN

TO REMAIN

PROTECT EXISTING UTILITIES TO REMAIN

REMOVE ASPHALT PAVEMENT AS NECESSARY

FOR STREET CONSTRUCTION. SAWCUT

ASPHALT AT REMOVAL LIMITS

REMOVE CONCRETE CURB TO NEAREST

JOINT. SAWCUT CURB AT REMOVAL LIMITS.

PROPERTY LINE

REMOVE CONCRETE WALK

CONSTRUCTION LIMITS

REMOVE CURB & GUTTER

CREEK SETBACK

REMOVE ASPHALT PAVEMENT

CLEARING & GRUBBING

REMOVE TREE

TREE PROTECTION REQUIRED

INLET PROTECTION

INSTALL AND MAINTAIN INLET

PROTECTION THROUGHOUT

CONSTRUCTION

INSTALL AND MAINTAIN INLET

PROTECTION THROUGHOUT

CONSTRUCTION (TYPICAL)

FULL DEPTH SAWCUT

TEMPORARY

CONSTRUCTION

CONTRACTOR YARD

SEE O100

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_ de m o_ 2.

dw iw av ed

:4 /2

9/

:5 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

KEY MAP

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

MATCHLINE SEE SHEET D-101

DEMOLITION PLAN -

ENLARGEMENT 2

D102 ------ 8

MATCHLINE SEE DETAIL 1 SHEET D-103

INSTALL AND MAINTAIN INTLET PROTECTION

THROUGHOUT CONSTRUCTION

TREES TO BE REMOVED

INSTALL AND MAINTAIN INTLET PROTECTION

THROUGHOUT CONSTRUCTION

INSTALL AND MAINTAIN TREE PROTECTION

FENCING THROUGHOUT CONSTRUCTION INSTALL AND MAINTAIN TREE PROTECTION

FENCING THROUGHOUT CONSTRUCTION

LEGEND

PROPERTY LINE

REMOVE CONCRETE WALK

CONSTRUCTION LIMITS

REMOVE CURB & GUTTER

CREEK SETBACK

REMOVE ASPHALT PAVEMENT

CLEARING & GRUBBING

REMOVE TREE

TREE PROTECTION REQUIRED

INLET PROTECTION

FULL DEPTH SAWCUT

1. EXISTING GRAVEL, CONCRETE CURB, ASPHALT

AND BITUMINOUS TO BE REMOVED AND DISPOSED

OF OFFSITE. DISPOSE OF ACCORDING TO LOCAL

AND STATE POLLUTION REGULATION STANDARDS.

2. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS

AND DISPOSAL CERTIFICATIONS.

3. ALL EXISTING BURIED UTILITY LINE LOCATIONS

ARE APPROXIMATE ONLY. CONTRACTOR IS

RESPONSIBLE FOR FIELD LOCATING EXISTING

UTILITIES PRIOR TO EXCAVATION, DEMOLITION OR

RECONNECTION.

4. CONTRACTOR SHALL VERIFY BURIED UTILITY

LOCATIONS WITH "811" UNDERGROUND UTILITIES

LOCATION CENTER.

5. NO UNSUITABLE, NON-STRUCTURAL FILL MATERIAL

SHALL BE PLACED IN ANY FUTURE PAVEMENT

AREAS.

6. CONTRACTOR TO COORDINATE WITH COR, UTILITY

COMPANIES AND CITY FOR TEMPORARY UTILITY

CONNECTION/DISCONNECTS.

7. ADJUST AND/OR REINSTALL SILT FENCE AS

NECESSARY FOR PAVEMENT AND GRAVEL

REMOVALS. SEE SWPPP AND GRADING PLANS FOR

COMPLETE SILT FENCE AND EROSION CONTROL

PRACTICES.

8. TREE REMOVALS SHALL INCLUDE CUTTING,

DISPOSAL AND STUMP/ROOT REMOVAL TO A

MINIMUM DEPTH OF 4 FEET BELOW FINISHED

GRADE AND 3 FEET BELOW BOTTOM OF CRYPTS

AND/OR BOTTOM OF UTILITY LINE CORRIDORS.

9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING

ALL NECESSARY CONSTRUCTION PERMITS TO

CARRY OUT THE ENTIRE PROJECT. PERMITS SHALL

BE IN PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE UTILITY

COMPANIES OF ANY AND ALL PROPOSED WORK.

10. CONTRACTOR SHALL CONTAIN ALL EQUIPMENT,

TRUCKS AND VEHICLES TO THE CONSTRUCTION

ZONE. NO HEAVY TRUCKS / EQUIPMENT ALLOWED

ON CEMETERY ROADWAY OTHER THAN ROUTES

SHOWN WITHIN THE CONSTRUCTION DOCUMENTS

11. TOPOGRAPHY FOR THE SITE COMPILED FROM

FIELD SURVEYS, AS-BUILT ELEVATIONS, AND

PLANS.

12. ACCESS FOR MAINTENANCE STAFF AND VEHICLES

TO THE CEMETERY SHALL BE MAINTAINED AT ALL

TIMES.

13. REFER TO IR102 - IR104 FOR IRRIGATION

DEMOLITION INFORMATION.

DEMOLITION NOTES:

REMOVE CONCRETE CURB TO NEAREST

JOINT. SAWCUT CURB AT REMOVAL LIMITS.

REMOVE CONCRETE SIDEWALK AS

NECESSARY FOR COLUMBARIA

INSTALLATION. EXTEND

REMOVAL/REPLACEMENT LIMITS TO

NEAREST JOINT. SAWCUT SIDEWALK AT

REMOVAL LIMITS.

MILL AND OVERLAY EXISTING PAVEMENT

PER SHEET LC101

FO

R

T C

R O

O K

C

IR

C

LE

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_ de m o_ 3.

dw iw av ed

:4 /2

9/

:5 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

KEY MAP

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

MATCHLINE SEE SHEET D-102

DEMOLITION PLAN -

ENLARGEMENT 3

D103 ------ 9

INSTALL AND MAINTAIN INLET

PROTECTION THROUGHOUT

CONSTRUCTION (TYPICAL)

INSTALL AND MAINTAIN INLET

PROTECTION THROUGHOUT

CONSTRUCTION

REMOVE CONCRETE CURB TO

NEAREST JOINT. SAWCUT CURB

AT REMOVAL LIMITS.

TREES TO BE REMOVED

PROTECT OR SALVAGE

EXISTING SIGN

TREES TO BE REMOVED

INSTALL AND MAINTAIN INLET

PROTECTION THROUGHOUT

CONSTRUCTION

INSTALL AND MAINTAIN TREE PROTECTION

FENCING THROUGHOUT CONSTRUCTION

PROTECT EXISTING GRAVEL

TRAIL TO REMAIN

REMOVE & DISPOSE

56 LF ORNAMENTAL

FENCE

PROTECT EXISTING ELECTRICAL BOXES AND LINES

LEGEND

PROPERTY LINE

REMOVE CONCRETE WALK

CONSTRUCTION LIMITS

REMOVE CURB & GUTTER

CREEK SETBACK

REMOVE ASPHALT PAVEMENT

CLEARING & GRUBBING

REMOVE TREE

TREE PROTECTION REQUIRED

INLET PROTECTION

FULL DEPTH SAWCUT

REMOVE VEGETATION

AS NECESSARY FOR

FENCE INSTALLATION,

SEE C102

CLEAR AND GRUB AS NEEDED

ALONG TEMPORARY

CONSTRUCTION ROAD. SEE O100

FOR CONSTRUCTION ROAD ROUTE.

PROTECT EXISTING CULVERT

1. EXISTING GRAVEL, CONCRETE CURB, ASPHALT

AND BITUMINOUS TO BE REMOVED AND DISPOSED

OF OFFSITE. DISPOSE OF ACCORDING TO LOCAL

AND STATE POLLUTION REGULATION STANDARDS.

2. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS

AND DISPOSAL CERTIFICATIONS.

3. ALL EXISTING BURIED UTILITY LINE LOCATIONS

ARE APPROXIMATE ONLY. CONTRACTOR IS

RESPONSIBLE FOR FIELD LOCATING EXISTING

UTILITIES PRIOR TO EXCAVATION, DEMOLITION OR

RECONNECTION.

4. CONTRACTOR SHALL VERIFY BURIED UTILITY

LOCATIONS WITH "811" UNDERGROUND UTILITIES

LOCATION CENTER.

5. NO UNSUITABLE, NON-STRUCTURAL FILL MATERIAL

SHALL BE PLACED IN ANY FUTURE PAVEMENT

AREAS.

6. CONTRACTOR TO COORDINATE WITH COR, UTILITY

COMPANIES AND CITY FOR TEMPORARY UTILITY

CONNECTION/DISCONNECTS.

7. ADJUST AND/OR REINSTALL SILT FENCE AS

NECESSARY FOR PAVEMENT AND GRAVEL

REMOVALS. SEE SWPPP AND GRADING PLANS FOR

COMPLETE SILT FENCE AND EROSION CONTROL

PRACTICES.

8. TREE REMOVALS SHALL INCLUDE CUTTING,

DISPOSAL AND STUMP/ROOT REMOVAL TO A

MINIMUM DEPTH OF 4 FEET BELOW FINISHED

GRADE AND 3 FEET BELOW BOTTOM OF CRYPTS

AND/OR BOTTOM OF UTILITY LINE CORRIDORS.

9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING

ALL NECESSARY CONSTRUCTION PERMITS TO

CARRY OUT THE ENTIRE PROJECT. PERMITS SHALL

BE IN PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE UTILITY

COMPANIES OF ANY AND ALL PROPOSED WORK.

10. CONTRACTOR SHALL CONTAIN ALL EQUIPMENT,

TRUCKS AND VEHICLES TO THE CONSTRUCTION

ZONE. NO HEAVY TRUCKS / EQUIPMENT ALLOWED

ON CEMETERY ROADWAY OTHER THAN ROUTES

SHOWN WITHIN THE CONSTRUCTION DOCUMENTS

11. TOPOGRAPHY FOR THE SITE COMPILED FROM

FIELD SURVEYS, AS-BUILT ELEVATIONS, AND

PLANS.

12. ACCESS FOR MAINTENANCE STAFF AND VEHICLES

TO THE CEMETERY SHALL BE MAINTAINED AT ALL

TIMES.

13. REFER TO IR102 - IR104 FOR IRRIGATION

DEMOLITION INFORMATION.

DEMOLITION NOTES:

2 DEMOLITION PLAN ENLARGEMENT - PROPOSED TEMPORARY ACCESS

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

1 DEMOLITION PLAN ENLARGEMENT - BURIAL SECTION 10

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

REMOVE AND REPLACE 50 LF OF EXISTING ROADWAY (100 LF OF

CURB AND GUTTER & 1,050 SF OF PAVEMENT) AT THE TEMPORARY

CONSTRUCTION CROSSING. INSTALL NEW PAVEMENT, CURB, AND

GUTTER ONCE NO ADDITIONAL CONSTRUCTION TRAFFIC IS

ANTICIPATED AT THE AFFECTED LOCATION. EXTEND DEMOLITION

AND REPLACEMENT LIMITS AS NECESSARY TO ENCOMPASS ALL

IMPACTED PAVEMENTS. SAWCUT PAVEMENT AT THE REMOVAL

LIMITS. PAVEMENT SAWCUTS SHALL RUN PERPENDICULAR TO THE

EXISTING STREET AND RUN THE FULL WIDTH OF THE STREET

(BACK OF CURB TO BACK OF CURB). INSTALL ASPHALT KEY

WHERE PAVEMENT ABUTS EXISTING ASPHALT PER LC101.

MAINTAIN 10 FT WIDE (MIN) DRIVE AISLE THROUGHOUT ROADWAY

RECONSTRUCTION. CONTRACTOR TO EMPLOY A FLAGMAN TO

COORDINATE TWO WAY TRAFFIC DURING RECONSTRUCTION.

CONTRACTOR TO COORDINATE THE RECONSTRUCTION WORK

AND TRAFFIC CONTROL PLAN NO LESS THAN FOURTEEN (14)

CALENDAR DAYS IN ADVANCE OF THE WORK.

115011

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

_c

_o pe ra tio ns .d w iw av ed

:4 /2

9/

:5 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

KEY MAP

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

1 TEMPORARY CONSTRUCTION ACCESS PLAN

SCALE: 1" = 120' (30" x 42" PAPER)

TEMPORARY CONSTRUCTION

ACCESS PLAN

O100

DSIW

CONSTRUCTION FENCE

INSTALL 20' (FT) WIDE TEMPORARY GRAVEL

ACCESS ROAD PER 3/O-101 FOR 2-WAY TRAFFIC.

INSTALL 6' (FT) TALL TEMPORARY

CONSTRUCTION FENCE WITH SCREENING.

CONSTRUCTION ROAD

INSTALL 6' (FT) TALL TEMPORARY

CONSTRUCTION FENCE WITH SCREENING

KEY NOTES

CONTRACTOR AND SUB CONTRACTOR

PERSONALLY OWNED PASSENGER

VEHICLES AND PICKUP TRUCKS

ALLOWED TO ACCESS CEMETERY VIA

MAIN ENTRANCE. NO OTHER

CONSTRUCTION VEHICLES ALLOWED.

COORDINATE WITH COR AND

CEMETERY DIRECTOR FOR EXISTING

ROAD REPAIRS.

CONTRACTOR TO CONSTRUCT

TEMPORARY ACCESS ROAD THROUGH

UNDEVELOPED CEMETERY AREA. ALL

CONSTRUCTION TRAFFIC TO ACCESS

SITE VIA ACCESS ROAD ENTRANCE OFF

OF SCHRAM ROAD.

VERIFY CONSTRUCTION ACCESS WITH

COR FOR SECTION 10 PPC

CONSTRUCTION AND EXISTING ROAD

REPAIRS. ESTABLISH TRAFFIC

CONTROL AS NECESSARY.

ACCESS ROUTE NOTES

1. ACCESS SITE FROM SCHRAM ROAD. HEAD

SOUTH ON NDOT HIGHWAY 50 UNTIL

REACHING SCHRAM ROAD. TURN LEFT

(EAST) TO UTILIZE SCHRAM ROAD TO

ACCESS CONSTRUCTION ACCESS ROAD &

GATE. CONTRACTOR RESPONSIBLE FOR

CONDITION OF ACCESS ROAD

THROUGHOUT CONSTRUCTION TO

FACILITATE TRAVEL. CONDITION SUBJECT

TO RE/COR APPROVAL.

2. CONTRACTOR AND SUB CONTRACTOR TO

LIMIT USE OF EXISTING CEMETERY

ROADS WHERE POSSIBLE. PARKING OF

CONTRACTOR OR SUBCONTRACTOR

VEHICLES ON EXISTING CEMETERY

ROADS IS NOT ALLOWED WITHOUT PRIOR

APPROVAL FROM THE COR.

N D

O T

H

IG

H W

A Y

(W / C

E N

TE

R

M E

D

IA

N

SCHRAM ROAD

PROTECT AND MAINTAIN

EXISTING CULVERT

THROUGHOUT CONSTRUCTION

INSTALL 18" HDPE CULVERT AND

END SECTIONS. (106 LF @ 4.8%)

INV.1152.10 (SE)

INV.1147.00 (NW)

SCHRAM ROAD HAS A

DEDICATED TURN LANE.

APPROX. AREA REQUIRING SURCHARGING.

REFER TO TERRACON GEOTECHNICAL

REPORT DATED NOVEMBER 19, 2021 FOR

ADDITIONAL INFORMATION AND

REQUIREMENTS.

AREA TO SOURCE

SUITABLE MATERIAL FOR

BORROW &

SURCHARGING.

AREA TO SOURCE SUITABLE

MATERIAL FOR BORROW &

SURCHARGING.

POTENTIAL HAUL

ROAD LOCATIONS

TEMPORARY CONSTRUCTION

CONTRACTOR STAGING AREA/

EQUIPMENT STORAGE YARD

PROPERTY LIMITS

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

PROPOSED MAJOR CONTOURS

PROPOSED MINOR CONTOURS

CREEK SETBACK EASEMENT

LEGEND

1. SURCHARGING OF THE EXISTING SOILS IS REQUIRED IN ALL LOCATIONS RECEIVING FOUR (4) OR MORE FEET OF FILL, WITHIN THE URN CRYPT AND COLUMBARIA FOOTPRINTS, AND FOR A DISTANCE OF TWENTY (20) FEET BEYOND THE PERIMETER OF STRUCTURES.

SURCHARGING SHALL FIRST CONSIST OF THE PLACEMENT OF PERMANENT, COMPACTED, FILL TO THE FINISHED GRADE ELEVATION FOLLOWED BY THE PLACEMENT OF SURCHARGE MATERIAL TO AN ELEVATION FIVE (5) FEET ABOVE FINISHED GRADE IN ACCORDANCE

WITH THE GEOTECHNICAL REPORT.

2. THE CONTRACTOR SHALL INSTALL THREE SETTLEMENT PLATES WITHIN THE BURIAL SECTION 13 AREA, ONE SETTLEMENT PLATE IN THE IN THE COLUMBARIA COURT B AREA, AND ONE ADDITIONAL SETTLEMENT PLATE FOR OTHER AREAS TO RECEIVE SURCHARGE MATERIAL; AS DESCRIBED WITHIN THE GEOTECHNICAL REPORT. PLATES SHALL BE INSTALLED AFTER PERMANENT FILL PLACEMENT AND PRIOR TO THE PLACEMENT OF SURCHARGE MATERIAL. MONITOR SETTLEMENT WITHIN THE AREAS TO RECEIVE SURCHARGE MATERIALS AS DESCRIBED BY THE GEOTEHCNICAL REPORT, AND IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:

2.1. AT TIME OF SEATING: INITIAL READINGS.

2.2. DURING SURCHARGE FILL PLACEMENT: DAILY.

2.3. FOR TWO WEEKS FOLLOWING SURCHARGE FILL PLACEMENT: THREE TIMES PER WEEK, AND WITH READINGS TAKEN NO LESS

THAN 48 HOURS APART.

2.4. MORE THAN TWO WEEKS FOLLOWING SURCHARGE FILL PLACEMENT TWO TIMES PER WEEK, AND WITH READINGS TAKEN NO

LESS THAN 72 HOURS APART.

3. THE CONTRACTOR SHALL KEEP DETAILED RECORDS OF READINGS. THE CONTRACTOR SHALL SUBMIT A SURCHARGE PLAN, INCLUDING A BLANK COPY OF THE INTENDED LOG FOR THE COR'S REVIEW NO LESS THAN FOURTEEN (14) CALENDAR DAYS IN ADVANCE OF PLATE SETTING. LOGS SHALL BE SUBMITTED TO THE COR FOR REVIEW ON A WEEKLY BASIS ONCE TWO WEEK'S OF READINGS HAVE BEEN RECORDED. THE COMPLETED LOG SHALL BE SUBMITTED TO THE COR AT THE TIME OF FINAL INSPECTION.

4. AREAS UNDER SURCHARGE SHALL RECEIVE NO FURTHER CONSTRUCTION ACTIVITY WITHOUT APPROVAL FROM THE COR. PER THE

GEOTECHNICAL REPORT, 8 WEEKS OF SETTLEMENT SHOULD BE ANTICIPATED.

5. READINGS FROM THE SETTLEMENT PLATES SHALL BE MADE BY SURVEYOR LICENSED IN THE STATE OF NEBRASKA.

SURCHARGE NOTES:

1. UTILITY INFORMATION IS BASED ON A 2021 SURVEY PERFORMED BY ANDERSON ENGINEERING AND INFORMATION SUPPLIED BY THE NCA. CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AS NECESSARY TO COMPLETE WORK. CONTRACTOR TO HIRE A PRIVATE UTILITY LOCATOR. UTILITIES ON PLANS MAY VARY FROM EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO UTILITIES WHETHER SHOWN, NOT SHOWN, OR SHOWN INCORRECTLY. NOTIFY COR IMMEDIATELY IF

ANY DISCREPANCIES ARE FOUND.

2. ALL WORK TO BE CONSTRUCTED IN A LEGAL MANNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

3. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

4. VERIFY EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO STARTING WORK.

5. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

6. PATCH IN-KIND ALL DISTURBED PAVEMENTS & CURBS.

7. NEW CONSTRUCTION FEATURES SHALL MATCH IN TO EXISTING WHERE APPLICABLE (PAVEMENT, CURBS, SIDEWALKS). PROVIDE

SMOOTH TRANSITIONS AT MATCH IN POINTS.

8. THE CONTRACTOR TO HIRE A LICENSED SURVEYOR TO PROVIDE CONSTRUCTION STAKING. CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.

9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

10. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, PAVEMENTS, ETC...) NOT NOTED FOR REMOVAL. REPLACE IN KIND IF

DAMAGED.

11. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY THE COR.

12. COORDINATE ANY NECESSARY UTILITY RELOCATIONS / DISRUPTIONS WITH THE COR. PROVIDE NOTICE TO THE COR A MINIMUM OF

FOURTEEN (14) CALENDAR DAYS IN ADVANCE OF ANY POTENTIAL DISRUPTION.

13. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED GRADE.

14. ESTABLISH ONE STABILIZED CONSTRUCTION ENTRANCE ALONG THE TEMPORARY CONSTRUCTION ROAD AT THE INTERSECTION WITH SCHRAM ROAD PRIOR TO THE INITIATION OF CONSTRUCTION ACTIVITIES. ESTABLISH SECOND STABILIZED CONSTRUCTION ENTRANCE AT SECTION 10 CONSTRUCTION AREA AS SHOWN ON SHEET C106 PRIOR TO WORK IN THAT SECTION.

15. NO GRADED SLOPE SHALL EXCEED 3:1 (HOR:VERT) UNLESS OTHERWISE NOTED.

16. COORDINATE WITH UTILITIES FOR INSTALLATION DEPTHS.

17. CONTRACTOR RESPONSIBLE FOR LAWN MAINTENANCE AND TRASH REMOVAL FROM CONSTRUCTION SITE.

18. SLOPES STEEPER THAN 5:1 (H:V) SHALL BE BENCHED PRIOR TO THE PLACEMENT OF FILL IN ACCORDANCE WITH THE GEOTECHNICAL

REPORT.

GENERAL NOTES:

O101

1. DISTURBED AREAS NOT COVERED BY THE PLANTING AND SEEDING PLANS (LP SHEETS) SHALL BE RESTORED WITH THE NATIVE

PRAIRIE SEED MIX AS DESCRIBED IN THE LP SHEETS SERIES.

RESTORATION NOTES:

20'

TYP.

51LF 12" RCP PIPE W/ FLARED

END SECTIONS AT BOTH ENDS.

MINIMUM 18" COVER.

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

_c

_o pe ra tio ns .d w iw av ed

:4 /2

9/

:5 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

KEY MAP

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

1 TEMPORARY CONSTRUCTION ACCESS - ENLARGEMENT

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

TEMPORARY CONSTRUCTION

ACCESS - ENLARGEMENT

O101

DSIW

SCHRAM ROAD

PROTECT EXISTING CULVERT

PIPE, OUTFALLS, & INLETS

PROTECT EXISTING CULVERT

PIPE, OUTFALLS & INLETS

PROTECT EXISTING ELECTRICAL LINE.

MAINTAIN SERVICE IN THE EVENT THE

LINE MUST BE MOVED TO

ACCOMMODATE ROAD CONSTRUCTION

INSTALL 6' TALL TEMPORARY SECURABLE

CONSTRUCTION GATE FOR USE DURING

CONSTRUCTION. AT PROJECT COMPLETION

INSTALL PERMANENT ORNAMENTAL FENCE

AND ACCESS GATE PER DETAIL 3/C101

PROTECT EXISTING

ELECTRICAL BOXES

PROTECT EXISTING

ELECTRICAL BOXES

FE

N

C E

H E

IG

H

TS

V

A R

Y (S

E E

P

LA

N S

8'-0" MAX. LENGTH

(SHORTEN WHERE REQUIRED)

3'-6"

6"

4'-0"

24'-3" END POST O.C.

(24'-0" FACE TO FACE)

2 EQUAL GATES

G A

TE

H

E

IG

H T

V A

R

IE

S (S

E E

P

LA

N S

LA

TC

H A

T

2 TEMPORARY CONSTRUCTION FENCE & GATE - CHAIN LINK

SCALE: N.T.S.

CONSTRUCTION FENCE

CONSTRUCTION ROAD

ACCESS ROUTE NOTES

1. ACCESS SITE FROM SCHRAM ROAD. HEAD

SOUTH ON NDOT HIGHWAY 50 UNTIL

REACHING SCHRAM ROAD. TURN LEFT

(EAST) TO UTILIZE SCHRAM ROAD TO

ACCESS CONSTRUCTION ACCESS ROAD &

GATE. CONTRACTOR RESPONSIBLE FOR

CONDITION OF ACCESS ROAD

THROUGHOUT CONSTRUCTION TO

FACILITATE TRAVEL. CONDITION SUBJECT

TO RE/COR APPROVAL.

2. CONTRACTOR AND SUB CONTRACTORS

TO LIMIT USE OF EXISTING CEMETERY

ROADS WHERE POSSIBLE. PARKING OF

CONTRACTOR OR SUBCONTRACTOR

VEHICLES ON EXISTING CEMETERY

ROADS IS NOT ALLOWED WITHOUT PRIOR

APPROVAL FROM THE COR.

PROPERTY LIMITS

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

DESIGN MAJOR CONTOURS

DESIGN MINOR CONTOURS

CREEK SETBACK EASEMENT

LEGEND

MAIN/PUBLIC ENTRANCE.

NOT TO BE USED FOR

CONSTRUCTION ACTIVITIES.

GENERAL NOTES

1. TEMPORARY GRADING IS PRESENTED AS

SCHEMATIC ONLY. EXACT TEMPORARY

ROADWAY LAYOUT AND GRADING TO BE

DETERMINED IN THE FIELD.

2. GATE SHALL BE SECURED AT ALL TIMES

WHEN CONSTRUCTION WORKERS ARE

NOT PRESENT.

3. SEE SHEET O100 FOR ADDITIONAL

GENERAL NOTES.

PROJECT CONSTRUCTION

SIGNS, SEE C504

1. PROVIDE GREEN VISUAL SCREEN TO BLOCK VIEWS FROM WITHIN ACTIVE CEMETERY

FACILITIES. SCREEN TO BE WIND-PERMEABLE FABRIC, SECURED WITH SUFFICIENT

NON-MARKING FASTENERS TO REMAIN SOUNDLY IN PLACE.

8"

3 TEMPORARY ACCESS ROUTE SECTION

SCALE: N.T.S.

GRAVEL SECTION: NDOR

SECTION 1028

SUBGRADE: NDOR

SECTION 302

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

_c

_s ite

.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

KEY MAP

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

1 SITE PLAN LAYOUT OVERALL

SCALE: 1" = 120' (30" x 42" PAPER)

B

SITE LAYOUT PLAN - OVERALL

C101

CDNDS 12

C102

C103

1 LC102

LEGEND

PROPERTY LINE

NEW ASPHALT PAVEMENT

C102

NEW COLUMBARIUM COURT B

BURIAL SECTION 13

BURIAL SECTION 10

NEW STREET AND CUL-DE-SAC

SCHRAM ROAD

N D

O T

H

IG

H W

A Y

FO

R

T C

R O

O K

C

IR

C

LE

FO

R

T C R

O O

K C

IR

C

LE

NEB

RAS

KA

B

LV

D.

EX. MAIN ENTRANCE

EX. P.I.C

ADMIN

BUILDING

EX. MAINTENANCE YARD

EX. FLAG

ASSEMBLY

EX. POND

EX. COMMITTAL

SERVICE SHELTERS

NEW BURIAL SECTION

NEW COLUMBARIA COURT

HEADSTONE DIRECTION

B

AVENUE

EXISTING COLUMBARIUM COURT A

C101

2 SITE PLAN - PRIMARY SIGN

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

EXISTING

ORNAMENTAL

FENCE

EXISTING COLUMN

28 LF NEW ORNAMENTAL

FENCE, SEE 2/C508

EXISTING

PRIMARY SIGN

31 LF NEW ORNAMENTAL

FENCE, SEE 2/C508

EXISTING COLUMN

EXISTING

ORNAMENTAL

FENCE

3 SITE PLAN - PERMANENT ACCESS GATE

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

C101

FORT ROBINSON

31 LF 38 LF

ORNAMENTAL FENCE

SEE 2/C508

INSTALL 28' WIDE LOCKABLE

ACCESS GATE AT COMPLETION

OF PROJECT, SEE 1/C508

ORNAMENTAL FENCE

SEE 2/C508

1511172328

2612182429

3713192530

4814202631

915212732

101622

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

_c

_s ite

.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

KEY MAP

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

1 SITE PLAN - SECTION 10

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

SITE LAYOUT PLAN - SECTION 10

AND P.I.C. ADMINISTRATION

C102

CDNDS 13

LEGEND

PROPERTY LINE

NEW ASPHALT PAVEMENT

CONSTRUCTION LIMITS

EXISTING CURB & GUTTER

NEW CURB & GUTTER

HEADSTONE FACE DIRECTION

GRAVESITE GRID MONUMENT

GRAVESITE SECTION MARKER

SECTION NUMBER10

PRE PLACED CRYPT (3' x 8')

TYP.

48' 56' 56' 56' 48'

INSTALL NEW SECTION MARKER.

SEE 5/C504

INSTALL NEW FLOWER

WATERING STATION

SEE 1/C505

INSTALL NEW GRAVESITE

GRID MONUMENT SEE 8/C501

(TYPICAL)

INSTALL NEW SECTION MARKER.

SEE 5/C504

BURIAL SECTION 4

10'

FO

R

T C R

O O

K C

IR

C

LE

EXISTING SIGN, PROTECT OR

RELOCATE DURING CONSTRUCTION

10'

A

B

2 SITE PLAN - P.I.C ADMINISTRATION

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

EXISTING P.I.C.

ADMINISTRATION

BUILDING

REPLACE CEMETERY

DIRECTORY SIGN. SEE

6/LC504

POINT 'C'

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

_c

_s ite

.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

KEY MAP

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

1 SITE PLAN - SECTION 13

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

SITE LAYOUT PLAN -

SECTION 13

C103

JRIW 14

LEGEND

PROPERTY LINE

NEW ASPHALT PAVEMENT

CONSTRUCTION LIMITS

EXISTING CURB & GUTTER

NEW CURB & GUTTER

HEADSTONE FACE DIRECTION

GRAVESITE GRID MONUMENT

NEW SIGNAGE

SECTION NUMBER10

URN CRYPT UNIT

(FOUR [4] 4x4 PLOTS WITHIN 8x8 QUAD)

64'

64'

64'

FORT ROBINSON AVENUEPOINT 'C'

A

B

INSTALL NEW CAST IN PLACE

CONCRETE SPILLWAY AND RIPRAP,

SEE 6/C507

INSTALL NEW SURMOUNTABLE CURB

AND GUTTER, SEE 3/C501

INSTALL NEW SECTION MARKER.

SEE 5/C504.

INSTALL NEW SECTION MARKER.

SEE 5/C504.

INSTALL NEW FLOWER

WATERING STATION. SEE 1/C505

INSTALL NEW GRAVESITE

GRID MONUMENT SEE 8/C501

F O

R T

C R

O O

K C

IR

C

LE

SHEET NOTES

1. ALL RADIUS DIMENSIONS ARE MEASURED

FROM BACK OF CURB, UNLESS

OTHERWISE NOTED.

R45'

R30' R30'

R30'

STREET SIGN

SEE 4/C504

DIRECTIONAL SIGN - B1

SEE 2/C504

"STOP" SIGN - A1

SEE 1/C504

INSTALL NEW BARRIER CURB AND

GUTTER, SEE 3/C501

R20

C103

2 STREET SIGN LAYOUT - SCHEMATIC

N.T.S.

ROAD A

FO

RT

C

RE

EK

C

IR

CL

E

LAYOUT 'B'

LAYOUT 'A'

LAYOUT 'A'

LAYOUT 'B'

NOTE:

SEE 4/C504 FOR

MORE INFORMATION

56'

56'

56'

2498 2430 2497 2429

1038 678768858948

16301710

18621934

1271892613374175015896797698599491039112912191307139314771559163917171793186519372009208121532225229523652433

677767857

665A

1455 251

FO

R

T C R

O O

K C

IR

C

LE

665A

FORT ROBINSON AVENUE

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

_c

_c ry pt n um be rin g.

dw 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

KEY MAP

OF 58

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

1 CRYPT NUMBERING PLAN - SECTION 10

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

CRYPT & URN NUMBERING

PLAN - SECTION 10 AND 13

C104

JRIW 15

LEGEND

PROPERTY LINE

NEW ASPHALT PAVEMENT

CONSTRUCTION LIMITS

EXISTING CURB & GUTTER

NEW CURB & GUTTER

HEADSTONE FACE DIRECTION

GRAVESITE GRID MONUMENT

GRAVESITE SECTION MARKER

SECTION NUMBER10

SECTION 13 - SUMMARY TABLE

PRE-PLACED CRYPT (3' x 8')

TYP.

2 URN NUMBERING PLAN - SECTION 13

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

TOTAL URN VAULT PLOTS 1552

TOTAL URN VAULTS 388

SECTION 10 - SUMMARY TABLE

PERIMETER CRYPT 292

INTERIOR CRYPT 2,208

TOTAL GRAVESITES 2500

PRE-PLACED PERIMETER

CRYPT (3' x 8') TYP.

URN PLOT (4'X4') TYP.

25 11

55 11

EXISTING

BASIN

FORT CROOK CIRCLE

70 11

75 11

118611871188

11301128

50 1155

11521151

11481147

114711461145

11421141

11661165

11631162

11611160 11591158

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

_c

_g ra d.

dw 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

BIDDI…