36C78619B0009-013.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

OMAHA NATIONAL

CEMETERY

COVER SHEET

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, LANDSCAPE ARCHITECTURE,

PLANNING, AND CIVIL ENGINEERING.

EC DESIGN GROUP LTD.

IRRIGATION

OMAHA NATIONAL CEMETERY

STREET ADDRESS:

14250 SCHRAM RD

OMAHA, NE 68138

COUNTY:

SARPY COUNTY, NEBRASKA

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: CURT CLAEYS, PROJECT MANAGER

PHONE: (763) 412-4000

400 5TH STREET

WEST DES MOINES, IA 50265

CONTACT: ERIK CHRISTIANSEN

PHONE: (515) 225-6365

DESCRIPTION QTY.

URN CRYPTS (SCOPE) 3,200

DEPARTMENT OF VETERANS AFFAIRS

OMAHA NATIONAL CEMETERY

URN CRYPTS EXPANSION

VA PROJECT NO. 935CM3001

TASK ORDER NO. 36C78619F0008

A/E DESIGN TEAM

VICINITY MAP LOCATION MAP

OMAHA, NEBRASKA

SITE DATA GRAVESITE SUMMARY SHEET LIST INDEX

N.T.S. N.T.S.

MAEIJW 1

OMAHA NATIONAL

CEMETERY

N N

G-001

URN CRYPTS (PROVIDED) 3,264

Sheet Sheet Title

GENERAL

G-001 COVER SHEET

G-002 CIVIL SYMBOLS & ABBREVIATIONS

CS-101 OVERALL SITE AND PHASING PLAN

SURVEY

V-101 EXISTING CONDITIONS PLAN

V-102 EXISTING CONDITIONS PLAN

B-101 BORING MAP (REFERENCE ONLY)

B-601 BORING LOG 1

B-602

DEMOLITION

CD-101 DEMOLITION PLAN

CD-102 DEMOLITION PLAN

CA-101 TEMPORARY CONSTRUCTION ACCESS PLAN

CA-102 TEMPORARY CONSTRUCTIUON ACCESS AND

STAGING PLAN

SITE & UTILITY

CS-102 SITE PLAN URN VAULTS

CS-103 GRAVESITE NUMBERING - SECTION 7

CS-104 GRAVESITE NUMBERING - SECTION 8

EROSION

CE-101 EROSION CONTROL PLAN

CE-102 EROSION CONTROL PLAN

CE-103 SWPPP

GRADING

CG-101 GRADING PLAN

CG-102 GRADING PLAN

STORM

CU-101 UNDERDRAIN PLAN

CU-102 UTILITY RELOCATION PLAN

CIVIL DETAILS

CJ-501 CIVIL DETAILS 1

CJ-502 CIVIL DETAILS 2

CJ-503 CIVIL DETAILS 3

CJ-504 CIVIL DETAILS 4

CJ-505 CIVIL DETAILS 5

CJ-506 CIVIL DETAILS 6

SEEDING

L-101 SEEDING PLAN

IRRIGATION

I-1.1 IRRIGATION PLAN

I-2.1 IRRIGATION PLAN

I-3.1 IRRIGATION DETAILS

I-3.2 IRRIGATION DETAILS

DISTURBED AREA 432,975 SF (9.94 AC)

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

SYMBOLS

DETAIL INDICATOR-PLAN

DRAWING BLOCK TITLE

NORTH ARROW

CENTER LINE

DIMENSION LINE

STORM DRAIN STRUCTURE

OUTLET CONTROL STRUCTURE

CIVIL & LANDSCAPE ABBREVIATIONS

B & B BALL AND BURLAPED

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

GUTTER

BB. BALL AND BURLAPED

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

COM COMMUNICATION

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 DEPTH 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=HUNDRES IN FEET)

CIVIL SYMBOLS & ABBREVIATIONS

MAEIJW 2

2.0'

G-002

H ig hw ay

Schram Road

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

WATER

TOWER

KEY PLAN

CS-102

BURIAL

SECTION 3

COMMITTAL

SERVICE

SHELTER 1

HONOR

GUARD

COMMITTAL

SERVICE

SHELTER 2

MEMORIAL

WALKWAY

OSSUARY

COLUMBARIUM 'A'

S.W.M.

P.I.C./ADMINISTRATION

BUILDING

MEMORIAL

WALL

PLAZA

ASSEMBLY

AREA

BURIAL

SECTION 4

BURIAL

SECTION

MAINTENANCE

BUILDING

& YARD

WESTMONT

CREEK

HONOR

GUARD

STANDING

AREA

BURIAL

SECTION

R O

AD

B

R O

AD

B

ROAD A

MAINTENANCE DRIVE

H O

N O

R G

U A

R D

D R

IV

E

INSCRIPTION

AREA

LEGEND

PROPERTY LINE

NEW ASPHALT PAVEMENT

BURIAL

SECTION

BURIAL

SECTION

BURIAL

SECTION

RELOCATED

CUL-DE-SAC

INSTALL

SALVAGED DOUBLE

BARRIER BAR GATE

BURIAL

SECTION 7

BURIAL

SECTION 8

OVERALL SITE AND PHASING PLAN

MAEIJW 3

CS-101

RESTORED

ORNAMENTAL

FENCE SECTION

LIMITS OF EARLY TURN

OVER AREA

1. CONTRACTOR SHALL COMPLETE ALL WORK

ASSOCIATED WITH THE INSTALLATION OF BURIAL

SECTION 7 URN CRYPTS; INCLUDING BUT NOT

LIMITED TO EARTH MOVING, UNDERDRAIN

INSTALLATION, CRYPT INSTALLATION,

IRRIGATION INSTALLATION, AND RESTORATION;

AS SOON AS POSSIBLE. THE ABOVE EARLY TURN

OVER (ETO) WORK SHALL BE COMPLETED NO

LATER THAN 150 DAYS AFTER NTP.

ETO NOTES

SEE ETO NOTES

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

EXISTING CONDITIONS PLAN

MAEIJW

KEY PLAN

NOTES

1. LAYOUT OF SITE FEATURES IS BASED ON

SEPTEMBER 13, 2013 SURVEY, PROVIDED

BY OLSSON ASSOCIATES, 2111 SOUTH

67TH STREET, STE 200; OMAHA, NE 68106;

TEL 402.341.1116, ASBUILT PLANS

PREPARED BY ANDERSON ENGINEERING

OF MN, LLC ON DECEMBER 5TH OF 2018,

AND A WATERMAIN LOCATE PREPARED BY

OLSSON ASSOCIATES, JANUARY 2019.

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

MAINTENANCE ROAD DRIVE

ROAD

B

EXISTING GAS LINE

EXISTING COMMUNICATION LINE

EXISTING WATERMAIN

EXISTING SEWER LINE

EXISTING UNDERGROUND POWER

LINE

H O

N O

R

G U

A

D

I V

E

EX. PRIVATE VAULT

BURIAL SECTION 6

EX. PPC

BURIAL SECTION 5

1190 1185 1180

8" DIP WATERMAIN

8" DIP WATERMAIN

12" D

IP W

ATER

M

AIN

6" PVC SDR-26

EX CBMH

INV = 1189.39 (15" OUT)

INV = 1189.66 (15" IN)

EX SAN MH

INV = 1164.93 (SW)

INV =1158.10 (SE)

INV = 1157.63 (N)

6" P

VC SDR-26

6" PVC

SD

R -26

8" PVC

SD

R -35

6" PVC SDR-26

EX SAN MH

RIM = 1171.23

INV = 1159.53 (NW)

INV =1159.58 (E)

EX SAN MH

RIM = 1170.90

INV = 1161.20 (S)

INV =1161.15 (W)

6" P

V C

S D

R -2

EX SAN MH

RIM = 1181.01

INV = 1173.24 (E)

INV =1173.14 (N)

6" PVC SDR-26

8" D

IP

W

A

TE

R M

A

IN

8" DIP WATERMAIN

EX SAN MH

RIM = 1202.80

INV = 1192.87 (S)

INV =1192.82 (W)

EX CBMH

RIM = 1195.13

INV = 1189.19 (15" OUT)

INV = 1189.20 (15" IN)

EX CBMH

RIM = 1187.68

INV = 1178.90 (12" OUT)

INV = 1179.07 (12" IN)

EX CBMH

RIM = 1189.05

INV = 1178.32 (15" OUT)

INV = 1178.56 (12" IN)

INV = 1183.28 (15" IN)

EX CBMH

RIM = 1189.14

INV = 1184.46(15" OUT)

INV = 1184.50 (15" IN)

EX CBMH

RIM = 1178.62

INV = 1172.20 (15" OUT)

INV = 1174.10 (12" IN)

INV = 1172.22 (15" IN)

EX CB

RIM = 1178.63

INV = 1174.20 (12" OUT)

EX CBMH

RIM = 1174.18

INV = 1167.92 (30" OUT)

INV = 1167.94 (30" IN)

EX HEADWALL

INV = 1168.00 (30" IN)

EX CBMH

RIM = 1174.06

INV = 1167.12 (36" OUT)

INV = 1167.62 (30" IN)

INV = 1169.23 (15" IN)

INV = 1169.23 (15" IN)

EX HEADWALL

INV = 1166.63 (36" OUT) EX CBMH

RIM = 1179.42

INV = 1173.51 (15" OUT)

INV = 1173.77 (15" IN)

EX CBMH

RIM = 1179.52

INV = 1174.73 (15" OUT)

INV = 1175.03 (12" IN)

EX CBMH

RIM = 1186.21

INV = 1180.93 (12" OUT)

INV = 1182.03 (12" IN)

INV = 1182.03 (12" IN)

EX CBMH

RIM = 1191.98

INV = 1187.57 (12" OUT)

INV = 1187.12 (12" IN)

EX CB

RIM = 1186.29

INV = 1182.17 (12" OUT)

EXISTING STORM SEWER LINE

EXISTING UNDERDRAIN

EXISTING IRRIGATION MAIN LINE

MATCHLINE V-102

V-101

BM2

BM1

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

EXISTING CONDITIONS PLAN

MAEIJW

KEY PLAN

NOTES

1. LAYOUT OF SITE FEATURES IS BASED ON

SEPTEMBER 13, 2013 SURVEY, PROVIDED

BY OLSSON ASSOCIATES, 2111 SOUTH

67TH STREET, STE 200; OMAHA, NE 68106;

TEL 402.341.1116, ASBUILT PLANS

PREPARED BY ANDERSON ENGINEERING

OF MN, LLC ON DECEMBER 5TH OF 2018,

AND A WATERMAIN LOCATE PERFORMED

JANUARY 2019.

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

SCHRAM ROAD

EXISTING GAS LINE

EXISTING COMMUNICATION LINE

EXISTING WATERMAIN

EXISTING SEWER LINE

EXISTING UNDERGROUND POWER

LINE

6" P V

C S

D R

-26

EXISTING STORM SEWER LINE

EXISTING UNDERDRAIN

EXISTING IRRIGATION MAIN LINE

1195 1196

1186 1184

12061206

12051204

1204 1204 1203 1202 1201 1200

1198 1197

1190 1191

EXISTING TREELINE

1199 1198 1197 1196

EXISTING LARGE

SPRUCE

M A

IN

TE

N A

N C

E B

U

ILD

IN

G

EXISTING ORNAMENTAL PERIMETER

FENCING AND STONE COLUMNS

E X

IS

TIN

G B

A R

B E

D W

IR

E

C H

A

IN

LIN

K

E D

FE

N

C E

MATCHLINE V-101

V-102

BM2

BM1

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

BORING MAP (REFERENCE ONLY)

MAE--- 6

B-101

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

BORING LOG 1

MAE---

NOTE:

REFER TO GEOTECHNICAL REPORT

IN APPENDIX OF PROJECT SPECIFICATIONS

FOR FULL GEOTECHNICAL INFORMATION.

B-601

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

BORING LOG 2

NOTE:

REFER TO GEOTECHNICAL REPORT

IN APPENDIX OF PROJECT SPECIFICATIONS

FOR FULL GEOTECHNICAL INFORMATION.

B-602

PROTECT EXISTING

UTILITIES TO REMAIN

PROTECT EXISTING

UTILITIES TO REMAIN

PROTECT EXISTING

UTILITIES TO REMAIN

PROTECT EXISTING

UTILITIES TO REMAIN

PROTECT EXISTING

BURIAL SECTION

PROTECT EXISTING

CBMH TO REMAIN

PROTECT EXISTING

CBMH TO REMAIN

PROTECT EXISTING

CBMH TO REMAIN

PROTECT EXISTING

CBMH TO REMAIN

9 10

Demolition Reference Points

Point #

Northing

497978.98

498000.56

497935.62

497958.67

497905.78

497902.16

497856.75

497881.73

497784.52

497790.69

497161.42

497166.56

Easting

2705436.61

2705449.26

2705527.05

2705536.73

2705607.52

2705618.96

2705930.83

2705930.55

2706012.09

2706036.32

2705771.15

2705876.04

5 6

PROTECT EXISTING

CBMH TO REMAIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

KEY PLAN

MA INT ENA NC E D R IV E

ROAD

B

H O

N O

G U

A

I V

E

EXISTING PRIVATE VAULT

BURIAL SECTION 6

EXISTING PPC

BURIAL SECTION 5

REMOVE EXISTING ASPHALT, CURB, AND

GUTTER. CONTINUE REMOVAL TO

NEAREST CONSTRUCTION JOINT. SAWCUT

AT REMOVAL LIMITS PER 2/CD-102.

REMOVE EXISTING ASPHALT AT CUL-DE-SAC. CONTINUE

ASPHALT REMOVAL TO NEAREST CONSTRUCTION JOINT.

SAWCUT AT REMOVAL LIMITS.

REMOVE EXISTING CURB AND

GUTTER AT CUL-DE-SAC. REMOVE

CURB TO NEAREST CONSTRUCTION

JOINT. SAWCUT AT THE REMOVAL

LIMITS PER 2/CD-102

SALVAGE EXISTING

DOUBLE BARRIER BAR

GATE. GATE TO BE

RELOCATED.

DEMOLITION PLAN

MAEIJW 9

NOTE: DEMOLITION REFERENCE

POINTS ARE TO THE EXISTING TOP

BACK OF CURB UNLESS NOTED

OTHERWISE

REMOVE EXISTING CURB AND GUTTER

AS REQUIRED FOR PED RAMP

INSTALLATION. CONTINUE REMOVAL

TO NEAREST CONSTRUCTION JOINT.

SAWCUT AT REMOVAL LIMITS.

MATCHLINE CD-102

CD-101

1. EXISTING CUL-DE-SAC TO REMAIN

THROUGHOUT ETO CONSTRUCTION.

2. THE EXISTING CUL-DE-SAC SHALL ONLY BE

REMOVED AFTER THE COMPLETION OF ETO

CONSTRUCTION, ETO RESTORATION, AND

INSTALLATION OF NEW CUL-DE-SAC.

3. ONCE COMPLETE, ACCESS TO ETO BURIAL

SECTIONS SHALL REMAIN THROUGHOUT THE

REMAINDER OF CONSTRUCTION.

4. THE CONTRACTOR SHALL MAINTAIN AT

LEAST ONE TEN (10) FOOT WIDE ACCESS TO

ETO AREA AT ALL TIMES AFTER ETO

COMPLETION. TRAFFIC CONTROL REQUIRED

TO PERFORM WORK SHALL BE THE

CONTRACTOR'S RESPONSIBILITY.

5. COORDINATE WITH THE COR AND CEMETERY

STAFF FOR ANY REQUIRED FULL CLOSURES

OF MAINTENANCE DRIVE. THE COR SHALL

APPROVE OF ANY FULL CLOSURES PRIOR TO

THE COMMENCEMENT OF WORK.

EARLY TURNOVER NOTES:

11 12

Demolition Reference Points

Point #

Northing

497978.98

498000.56

497935.62

497958.67

497905.78

497902.16

497856.75

497881.73

497784.52

497790.69

497161.42

497166.56

Easting

2705436.61

2705449.26

2705527.05

2705536.73

2705607.52

2705618.96

2705930.83

2705930.55

2706012.09

2706036.32

2705771.15

2705876.04

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

KEY PLAN

DEMOLITION PLAN

MAEIJW 10

REMOVE AND STORE ORNAMENTAL RAIL AND

BALUSTERS AS NECESSARY FOR CONSTRUCTION

ACCESS. REPLACE DAMAGED SALVAGED PARTS

WITH NEW MATCHING EXISTING.

PROTECT EXISTING STONE COLUMNS

TO REMAIN. ADJUST CONSTRUCTION

ACCESS AS NECESSARY TO

PROTECT STONE COLUMN.

PROTECT EXISTING STONE COLUMN

TO REMAIN.

PROTECT EXISTING

UTILITIES TO REMAIN

REMOVE POSTS AND FOOTINGS IN THEIR

ENTIRETY BETWEEN STONE COLUMNS FOR

CONSTRUCTION ACCESS. REPLACE POSTS AND

FOOTINGS IN KIND AFTER REMOVAL OF

CONSTRUCTION ACCESS.

PROTECT EXISTING LARGE

SPRUCE TO REMAIN

PROTECT EXISTING

ORNAMENTAL FENCE TO REMAIN

PROTECT EXISTING

ORNAMENTAL FENCE TO REMAIN

PROTECT EXISTING

CULVERT TO REMAIN.

PROTECT EXISTING

CHAIN LINK FENCE TO

REMAIN

SCHRAM ROAD

M A

IN

TE

N A

N C

E B

U

ILD

IN

G

PROTECT EXISTING

TREES TO REMAIN

MATCHLINE CD-101

CD-102

NEW/PROPOSED PAVEMENT

SECTION

EXISTING PAVEMENT SECTION

TO REMAIN

1' MIN OR

PER PLAN

1' MINIMUM WIDTH 1.5" DEEP

GRINDING AND PAVING.

SAWCUT FULL DEPTH

1'

MIN

PAVEMENT SECTION TO

REMOVE AND REPLACE

NOTE: APPLY TACK COAT TO ALL EXPOSED SURFACES

PRIOR TO REPAVING OR ABUTTING NEW PAVING.

SAWCUT