3-867CM3001-NANC-BidDoc-Dwgs 00-13.pdf

PDF 11 MB Posted May 25, 2023

Attached to: Y1PZ--867CM3001: Construction, Gravesite Expansion - New Albany NC (VA-23-00070571)
Solicitation number: 36C78623B0021
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This document outlines the requirements for a federal construction contract solicitation to expand gravesites at the Fort McPherson National Cemetery in Maxwell, Nebraska. The solicitation number is 36C78623B0021 and is seeking a contractor to provide all management, supervision, labor, equipment, materials and tools to complete the site preparation and gravesite expansion project. Key requirements include demolishing existing structures, preparing the site for construction according to attached drawings and specifications, inspecting work with the Contracting Officer's Representative, and providing a one year warranty on all work. The contractor must complete all work, submittals and closeouts within 365 calendar days of the award notification. Work must be performed according to National Cemetery Administration standards, applicable codes and respecting the dignity of the site.

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Other files

File	Type	Posted
36C78623B0021 0003.docx	DOCX document	Jun 16, 2023
36C78623B0021 0004.docx	DOCX document	Jun 14, 2023
36C78623B0021 0002.docx	DOCX document	May 25, 2023
4-IFB SOW 837CM3001 New Albany NC - Copy.docx	DOCX document	May 25, 2023
36C78623B0021 0001.docx	DOCX document	May 25, 2023
Past Performance.pdf	PDF	May 25, 2023
Wage Determination.pdf	PDF	May 25, 2023
RFI Form.pdf	PDF	May 25, 2023
3-867CM3001-NANC-BidDoc-Dwgs 14-26.pdf	PDF	May 25, 2023
Cost Estimate Worksheet.pdf	PDF	May 25, 2023
3-867CM3001-NANC-BidDoc-Specs.pdf	PDF	May 25, 2023
36C78623B0021_1.docx	DOCX document	May 25, 2023

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PROJECT AREA

INDIANA

KENTUCKY

PROJECT LOCATION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\01

.G I00

1.0 .20

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I C

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM JDB

GI001

COVER SHEET

PROJECT NUMBER 867CM3001

BID DOCUMENTS

NEW ALBANY

FLOYD COUNTY, INDIANA

U.S. Department of Veterans Affairs

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

LOCATION MAP

(NTS)

VICINITY MAP

(NTS)

PREPARED BY

CONSULTANTS

DRAWING INDEX

NO. SHEET NO. SHEET NAME

GENERAL

1. GI001 COVER SHEET

SURVEY

2. V-101 EXISTING CONDITIONS PLAN

3. B-101 SUBSURFACE BORING LOCATION PLAN

4. B-102 SUBSURFACE BORING LOGS

SITE/CIVIL

5. GC101 SITE DEVELOPMENT & CONSTRUCTION SEQUENCING PLAN

6. GC110 EROSION AND SEDIMENT CONTROL PLAN AND DETAILS

7. CD101 SITE PREPARATION PLAN

8. CS101 SITE LAYOUT PLAN

9. CS501 SITE DETAILS 1

10. CS502 SITE DETAILS 2

11. CS503 SITE DETAILS 3

12. CG101 SITE GRADING, DRAINAGE, & UTILITY PLAN

13. CG201 UTILITY PROFILES

14. CG501 UTILITY DETAILS 1

15. CI701 COLUMBARIUM NUMBERING PLAN

16. CI702 COLUMBARIUM ELEVATIONS 1

17. CI703 COLUMBARIUM ELEVATIONS 2

18. CI704 COLUMBARIUM ELEVATIONS 3

19. CI705 COLUMBARIUM PLAN SECTIONS 1

20. CI706 COLUMBARIUM PLAN SECTIONS 2

21. CI710 COLUMBARIUM DETAILS 1

22. CI711 COLUMBARIUM DETAILS 2

23. CI712 COLUMBARIUM STONE DETAILS 1

24. CI713 COLUMBARIUM STONE DETAILS 2

PLANTING

25. LP101 LANDSCAPE PLANTING PLAN

STRUCTURAL

26. SE101 STRUCTURAL FOUNDATION PLAN

GRAVESITE YIELD

SUMMARY

COLUMBARIUM NICHES

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

Know what's below.

before you dig.Call

NORTH

Ekin Avenue

Ja y

St re et

Ja y

St re et

ASSUMED EXISTING

STORMWATER LINE

ASSUMED EXISTING

WATER LINE

EXISTING WATER

METER

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\02

.V -1

.0.

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM JDB

V-101

EXISTING CONDITIONS PLAN

NOTES

1. EXISTING CONDITIONS ILLUSTRATED ARE FROM A SURVEY

PERFORMED BY QK4 ON 11/01/2022.

2. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN

ON THIS PLAN ARE DIAGRAMMATIC ONLY. THE ABSENCE OF

ANY UTILITY ITEMS DEPICTED IN THIS DRAWING DOES NOT

INDICATE THAT THEY DO NOT EXIST.

3. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE

CONDITIONS IN THE FIELD AND REPORT ANY

DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL

FIELD CONDITIONS TO THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

EXISTING WATER LINE

PROPERTY LINE

EXISTING OVERHEAD ELECTRIC

EXISTING SANITARY SEWER LINE

EXISTING STORM SEWER LINE

EXISTING GAS LINE

EXISTING FENCE

LEGEND

EXISTING CONTOUR

NORTH

52 100

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 1.3'x1.3' Pillar

AutoCAD SHX Text Historical Marker

AutoCAD SHX Text No Parking

AutoCAD SHX Text Notice Board

AutoCAD SHX Text Drop Inlet Rim=471.04 (full of debris)

AutoCAD SHX Text Visitor Sign

AutoCAD SHX Text 30" Oak

AutoCAD SHX Text Info Sign

AutoCAD SHX Text 52" Oak

AutoCAD SHX Text 66" Oak

AutoCAD SHX Text 36" Oak

AutoCAD SHX Text 1'x1' Drop Inlet Rim=471.08 (full of debris)

AutoCAD SHX Text 1'x1' Drop Inlet Rim=471.39 (full of debris)

AutoCAD SHX Text 6.5' Alum.

AutoCAD SHX Text Gate

AutoCAD SHX Text Brick Maintenace Bldg

AutoCAD SHX Text 2'x2' Curb Inlet Rim=470.37 Out=467.27 In=467.35

AutoCAD SHX Text 2'x2' Curb Inlet Rim=470.14 Out=467.69 In=469.24

AutoCAD SHX Text San. MH Rim=470.68 Depth 30'+

AutoCAD SHX Text Approx. Direction 12" VCP

AutoCAD SHX Text BM #179-18A Elev.=474.31 X-Cut in FH bolt. Next to Sojourn Church parking lot.

AutoCAD SHX Text No Parking

AutoCAD SHX Text Approx. Direction 4" VCP

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text 4' tall Conc. Wall

AutoCAD SHX Text San. MH Rim=472.02 Depth 30'+

AutoCAD SHX Text Stop Street Sign

AutoCAD SHX Text Channel Post

AutoCAD SHX Text BM #179-18B Elev.=472.87 RR Spike in Utility Pole. One foot, plus or minus, from ground. In front of 1940 Elkin Avenue.

AutoCAD SHX Text

CP #2

AutoCAD SHX Text

AutoCAD SHX Text 471.97

AutoCAD SHX Text

GAS1 ST /2PLASTIC

AutoCAD SHX Text

AutoCAD SHX Text 472.21

AutoCAD SHX Text

GAS1

AutoCAD SHX Text

AutoCAD SHX Text 471.47

AutoCAD SHX Text

GAS1 GLM

AutoCAD SHX Text

AutoCAD SHX Text 471.29

AutoCAD SHX Text

GAS1 GAS2

AutoCAD SHX Text

AutoCAD SHX Text 472.04

AutoCAD SHX Text

GAS2 ST /8STEEL

AutoCAD SHX Text

AutoCAD SHX Text 471.24

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.29

AutoCAD SHX Text

GAS1 GAS2

AutoCAD SHX Text

AutoCAD SHX Text 471.39

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.57

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.41

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.29

AutoCAD SHX Text

GAS2

AutoCAD SHX Text

AutoCAD SHX Text 471.46

AutoCAD SHX Text

GAS2

AutoCAD SHX Text

AutoCAD SHX Text 471.24

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.83

AutoCAD SHX Text

GAS3

AutoCAD SHX Text

AutoCAD SHX Text 471.39

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.91

AutoCAD SHX Text

GAS3

AutoCAD SHX Text

AutoCAD SHX Text 471.99

AutoCAD SHX Text

GM GAS3

AutoCAD SHX Text

AutoCAD SHX Text 471.57

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.37

AutoCAD SHX Text

GAS3

AutoCAD SHX Text

AutoCAD SHX Text 471.41

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.20

AutoCAD SHX Text

GAS3

AutoCAD SHX Text

GLM

AutoCAD SHX Text

AutoCAD SHX Text 471.47

AutoCAD SHX Text

GAS1 GLM

AutoCAD SHX Text

AutoCAD SHX Text 471.99

AutoCAD SHX Text

GM GAS3

AutoCAD SHX Text

AutoCAD SHX Text Concrete

AutoCAD SHX Text Graves

AutoCAD SHX Text Grid North; IN East Zone, NAD 83

AutoCAD SHX Text Graves

AutoCAD SHX Text 29.10'

AutoCAD SHX Text 2.30'

AutoCAD SHX Text 29.40'

AutoCAD SHX Text 22.20'

AutoCAD SHX Text 29.40'

AutoCAD SHX Text 1.65'

AutoCAD SHX Text 29.10'

AutoCAD SHX Text 26.15'

AutoCAD SHX Text 6.5' Alum.

AutoCAD SHX Text Stone Wall

AutoCAD SHX Text Brick

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Concrete

AutoCAD SHX Text Asphalt Parking

AutoCAD SHX Text 18" Sanitary Sewer per New Albany wastewater (Lateral Location Not Evident) (Public Connection)

AutoCAD SHX Text Connection Point to Public Storm Sewer

AutoCAD SHX Text y

St re et

Ja y

St re et

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\03

.B -1

.0.

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM JDB

B-101

SUBSURFACE BORING LOCATION

PLAN

NOTES

1. EXISTING CONDITIONS ILLUSTRATED ARE FROM A SURVEY

PERFORMED BY QK4 ON 11/01/2022.

2. FOR BORING LOGS SEE SHEET B-102.

EXISTING WATER LINE

PROPERTY LINE

EXISTING OVERHEAD ELECTRIC

EXISTING SANITARY SEWER LINE

EXISTING STORM SEWER LINE

EXISTING GAS LINE

EXISTING FENCE

LEGEND

EXISTING CONTOUR

BORING LOCATION

NORTH

52 100

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 1.3'x1.3' Pillar

AutoCAD SHX Text Historical Marker

AutoCAD SHX Text No Parking

AutoCAD SHX Text Notice Board

AutoCAD SHX Text Drop Inlet Rim=471.04 (full of debris)

AutoCAD SHX Text Visitor Sign

AutoCAD SHX Text 30" Oak

AutoCAD SHX Text Info Sign

AutoCAD SHX Text 52" Oak

AutoCAD SHX Text 66" Oak

AutoCAD SHX Text 36" Oak

AutoCAD SHX Text 1'x1' Drop Inlet Rim=471.08 (full of debris)

AutoCAD SHX Text 1'x1' Drop Inlet Rim=471.39 (full of debris)

AutoCAD SHX Text 6.5' Alum.

AutoCAD SHX Text Gate

AutoCAD SHX Text Brick Maintenace Bldg

AutoCAD SHX Text 2'x2' Curb Inlet Rim=470.37 Out=467.27 In=467.35

AutoCAD SHX Text 2'x2' Curb Inlet Rim=470.14 Out=467.69 In=469.24

AutoCAD SHX Text San. MH Rim=470.68 Depth 30'+

AutoCAD SHX Text Approx. Direction 12" VCP

AutoCAD SHX Text BM #179-18A Elev.=474.31 X-Cut in FH bolt. Next to Sojourn Church parking lot.

AutoCAD SHX Text No Parking

AutoCAD SHX Text Approx. Direction 4" VCP

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text 4' tall Conc. Wall

AutoCAD SHX Text San. MH Rim=472.02 Depth 30'+

AutoCAD SHX Text Stop Street Sign

AutoCAD SHX Text Channel Post

AutoCAD SHX Text BM #179-18B Elev.=472.87 RR Spike in Utility Pole. One foot, plus or minus, from ground. In front of 1940 Elkin Avenue.

AutoCAD SHX Text B-04

AutoCAD SHX Text B-03

AutoCAD SHX Text B-01

AutoCAD SHX Text B-02

AutoCAD SHX Text

CP #2

AutoCAD SHX Text

AutoCAD SHX Text 471.97

AutoCAD SHX Text

GAS1 ST /2PLASTIC

AutoCAD SHX Text

AutoCAD SHX Text 472.21

AutoCAD SHX Text

GAS1

AutoCAD SHX Text

AutoCAD SHX Text 471.47

AutoCAD SHX Text

GAS1 GLM

AutoCAD SHX Text

AutoCAD SHX Text 471.29

AutoCAD SHX Text

GAS1 GAS2

AutoCAD SHX Text

AutoCAD SHX Text 472.04

AutoCAD SHX Text

GAS2 ST /8STEEL

AutoCAD SHX Text

AutoCAD SHX Text 471.24

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.29

AutoCAD SHX Text

GAS1 GAS2

AutoCAD SHX Text

AutoCAD SHX Text 471.39

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.57

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.41

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.29

AutoCAD SHX Text

GAS2

AutoCAD SHX Text

AutoCAD SHX Text 471.46

AutoCAD SHX Text

GAS2

AutoCAD SHX Text

AutoCAD SHX Text 471.24

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.83

AutoCAD SHX Text

GAS3

AutoCAD SHX Text

AutoCAD SHX Text 471.39

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.91

AutoCAD SHX Text

GAS3

AutoCAD SHX Text

AutoCAD SHX Text 471.99

AutoCAD SHX Text

GM GAS3

AutoCAD SHX Text

AutoCAD SHX Text 471.57

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.37

AutoCAD SHX Text

GAS3

AutoCAD SHX Text

AutoCAD SHX Text 471.41

AutoCAD SHX Text

GAS2 GAS3 ST

AutoCAD SHX Text

AutoCAD SHX Text 471.20

AutoCAD SHX Text

GAS3

AutoCAD SHX Text

GLM

AutoCAD SHX Text

AutoCAD SHX Text 471.47

AutoCAD SHX Text

GAS1 GLM

AutoCAD SHX Text

AutoCAD SHX Text 471.99

AutoCAD SHX Text

GM GAS3

AutoCAD SHX Text

AutoCAD SHX Text Concrete

AutoCAD SHX Text Graves

AutoCAD SHX Text Grid North; IN East Zone, NAD 83

AutoCAD SHX Text Graves

AutoCAD SHX Text 29.10'

AutoCAD SHX Text 2.30'

AutoCAD SHX Text 29.40'

AutoCAD SHX Text 22.20'

AutoCAD SHX Text 29.40'

AutoCAD SHX Text 1.65'

AutoCAD SHX Text 29.10'

AutoCAD SHX Text 26.15'

AutoCAD SHX Text 6.5' Alum.

AutoCAD SHX Text Stone Wall

AutoCAD SHX Text Brick

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Concrete

AutoCAD SHX Text Asphalt Parking

AutoCAD SHX Text 18" Sanitary Sewer per New Albany wastewater (Lateral Location Not Evident) (Public Connection)

AutoCAD SHX Text Connection Point to Public Storm Sewer

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\03

.B -1

.0.

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM JDB

B-102

SUBSURFACE BORING LOGS

St re et

Ja y

St re et

CONTRACTOR TO PROTECT

STONE WALL DURING

CONSTRUCTION, TYP.

LIMITED CONSTRUCTION ACCESS.

CONSTRUCTION VEHICLES OVER

12,000 LBS PER AXLE NOT ALLOWED.

TEMPORARY

CONSTRUCTION

FENCE, TYP.

CONTRACTOR TO COORDINATE WITH CITY OF

NEW ALBANY FOR TEMPORARY LANE AND

SIDEWALK SHUTDOWN FOR WORK

PERFORMED WITHIN EKIN AVENUE

CONTRACTOR TO PROTECT

EXISTING BURIAL SECTIONS

DURING CONSTRUCTION, TYP.

CONTRACTOR TO COORDINATE

TEMPORARY CLOSURE OF PARKING

AREAS WITH CITY OF NEW ALBANY FOR

USE AS CONSTRUCTION STAGING AREA.

CONTRACTOR TO REPLACE (FULL

DEPTH) PAVEMENT DAMAGED DURING

CONSTRUCTION AT NO ADDITIONAL

COST TO THE GOVERNMENT.

TEMPORARY CONSTRUCTION

FENCE, TYP.

STAGING AREA

ENTRY POINT

LIMIT OF DISTURBANCE

NEW ALBANY NATIONAL

CEMETERY ENTRANCE

CONTRACTOR TO PROTECT

BRICK SIDEWALK DURING

CONSTRUCTION, TYP.

CONTRACTOR TO PROTECT CONCRETE

DURING CONSTRUCTION. DAMAGED

CONCRETE DURING CONSTRUCTION

SHALL BE REPLACED IN KIND AT NO

ADDITIONAL COST TO THE

GOVERNMENT.

SITE ACCESS POINT

APPROXIMATE LIMIT OF

EXISTING BURIAL SECTION.

SEE GENERAL NOTE 4.

TEMPORARY SAFETY SIGN

TEMPORARY

CONSTRUCTION SIGN

CONTRACTOR TO ASSUME THIS

AREA IS FULLY OCCUPIED WITH

EXISTING GRAVE PLOTS, TYP.

CS503

CS501

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\05

.G C1

.0.

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM JDB

GC101

SITE DEVELOPMENT &

CONSTRUCTION SEQUENCING PLAN

EXISTING WATER LINE

PROPERTY LINE

EXISTING OVERHEAD ELECTRIC

EXISTING SANITARY SEWER LINE

EXISTING STORM SEWER LINE

EXISTING GAS LINE

EXISTING FENCE

LEGEND

EXISTING CONTOUR

CONSTRUCTION FENCE

LIMIT OF DISTURBANCE

CONSTRUCTION SEQUENCING NOTES

THE CONTRACTOR SHALL PERFORM WORK AS DEEMED APPROPRIATE

FOR ACHIEVING ACCEPTANCE AND TURNOVER OF THE PROJECT WORK

AS FULLY FUNCTIONAL.

1. CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN NECESSARY

TEMPORARY FACILITIES TO MAINTAIN CEMETERY SERVICE AND

OPERATIONS THROUGHOUT THE DURATION OF THE PROJECT, AND TO

PROPERLY PROTECT WORK, EQUIPMENT, PERSONS AND PROPERTY

FROM DAMAGE.

3. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN

NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS,

SIGNS, FENCES AND BARRICADES IN ACCORDANCE WITH THE LATEST

EDITION OF THE NATIONAL MUTCD TO PROPERLY PROTECT WORK,

EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE.

4. STAFF ACCESS THE TO MAINTENANCE FACILITY SHALL BE MAINTAINED

AT ALL TIMES DURING CONSTRUCTION UNLESS SPECIFICALLY

COORDINATED AND APPROVED BY THE COR. ANY DISRUPTIONS TO

ACCESS SHALL BE MINIMIZED TO THE GREATEST EXTENT FEASIBLE.

GENERAL NOTES

1. THIS CONSTRUCTION SEQUENCING PLAN IS NOT MEANT TO BE AN

ALL-INCLUSIVE DESCRIPTION OF THE WORK SEQUENCES REQUIRED

FOR THIS PROJECT. THIS DRAWING SHOULD BE USED AS A GENERAL

REFERENCE FOR MAJOR CONSTRUCTION SEQUENCING ITEMS ONLY.

2. ALL CONSTRUCTION ACTIVITIES SHALL BE CAREFULLY COORDINATED

WITH THE CEMETERY DIRECTOR AND DESIGNATED STAFF, THROUGH

THE CONTRACTING OFFICER'S REPRESENTATIVE (COR), TO MINIMIZE

IMPACTS TO THE ONGOING OPERATION OF THE CEMETERY AND

VISITING PUBLIC.

3. THE APPROXIMATE LIMITS OF DEVELOPMENT SHOWN HEREIN ARE

NOT MEANT TO BE AN ALL-INCLUSIVE BOUNDARY FOR WORK TO BE

COMPLETED. THE LIMITS SHOWN REPRESENT AREAS WHICH REQUIRE

SIGNIFICANT WORK. WORK ACTIVITY MAY EXTEND BEYOND THE LIMITS

OF DEVELOPMENT TO INCLUDE STAGING/LAY DOWN AREAS AND/OR

AREAS OF WORK THAT MAY NOT RESULT IN LAND DISTURBANCE.

4. APPROXIMATE LIMIT OF DISTURBANCE, CONSTRUCTION FENCE, AND

SILT FENCE LINES INDICATED ON THIS PLAN ARE DIAGRAMMATIC AND

IN PRACTICE ARE LOCATED IN THE SAME SPOT. NO DISTURBANCE IS

TO OCCUR WITHIN THE EXISTING BURIAL SECTIONS TO A DEPTH

GREATER THAN 18", UNLESS OTHERWISE NOTED. HEADSTONES AND

FOOTSTONES SHALL NOT BE DISTURBED

5. CONTRACTOR SHALL PREPARE AND SUBMIT A CONSTRUCTION

DETAILED SEQUENCE PLAN FOR REVIEW AND APPROVAL BY THE COR

PRIOR TO COMMENCING WORK.

6. IF DURING EXCAVATIONS THE CONTRACTOR EXPOSES A VAULT, LINER,

CASKET, OR URN, THEN THE CONTRACTOR SHALL IMMEDIATELY STOP

CONSTRUCTION OPERATIONS AND CONTACT THE COR, CEMETERY

DIRECTOR, AND CEMETERY FOREMAN. NCA DISTRICT ENGINEER

SHALL ALSO BE CONTACTED. CONTRACTOR SHALL IMMEDIATELY

SECURE THE AREA FROM PUBLIC VIEW.

PRE-CONSTRUCTION NOTES

BEFORE GENERAL CONSTRUCTION ACTIVITIES COMMENCE, THE

CONTRACTOR SHALL:

1. RETAIN AN UNDERGROUND LOCATOR SERVICE LOCATE AND IDENTIFY

EXISTING ON-SITE BELOW GRADE IMPROVEMENTS WITHIN AND

ADJOINING THE WORK AREAS. THE CONTRACTOR SHALL WALK THE

WORK AREAS WITH THE COR AND ADJUST THE LOCATIONS OF NEW

WORK AS REQUIRED TO AVOID CONFLICTS, DAMAGE OR UNINTENDED

INTERRUPTIONS OF THE SERVICES BEING PROVIDED BY THE

UNDERGROUND UTILITIES.

2. INSTALL EROSION AND SEDIMENTATION CONTROL FACILITIES FOR

WORK AREA(S) WHERE WORK WILL BE STARTED.

3. INSTALL TEMPORARY CONSTRUCTION / PROTECTION FENCE WHERE

INDICATED ON THE PLANS.

4. CONSTRUCTION FENCING SHALL BE PROVIDED WITH MATERIALS TO

PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING

CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL

BARRIER SHALL ALLOW FOR THE WIND TO PASS THROUGH WITHOUT

CAUSING THE FENCE TO BEND OR FALL OVER. FASTEN FENCE FABRIC

TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND

TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT MAXIMUM

15-INCHES. BOTTOM OF FENCES SHALL EXTEND TO 1-INCH ABOVE

GRADE. PROVIDE SUBMITTALS FOR THE PROPOSED CONSTRUCTION

FENCE SYSTEM FOR REVIEW AND APPROVAL BY THE COR.

CONSTRUCTION FENCING NOT TO BE REMOVED PRIOR TO COR

APPROVAL.

5. CONTRACTOR SHALL PROVIDE PHOTO/VIDEO DOCUMENTATION OF

SITE FEATURES TO REMAIN/BE PROTECTED DURING CONSTRUCTION

AND NOTE ANY EXISTING DEFICIENCIES. ANY FEATURES DAMAGED

DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED AS

APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

NORTH

52 100

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 1.3'x1.3' Pillar

AutoCAD SHX Text Historical Marker

AutoCAD SHX Text Notice Board

AutoCAD SHX Text Drop Inlet Rim=471.04 (full of debris)

AutoCAD SHX Text Visitor Sign

AutoCAD SHX Text 30" Oak

AutoCAD SHX Text Info Sign

AutoCAD SHX Text 66" Oak

AutoCAD SHX Text 36" Oak

AutoCAD SHX Text Gate

AutoCAD SHX Text Brick Maintenace Bldg

AutoCAD SHX Text 2'x2' Curb Inlet Rim=470.37 Out=467.27 In=467.35

AutoCAD SHX Text 2'x2' Curb Inlet Rim=470.14 Out=467.69 In=469.24

AutoCAD SHX Text San. MH Rim=470.68 Depth 30'+

AutoCAD SHX Text Approx. Direction 12" VCP

AutoCAD SHX Text BM #179-18A Elev.=474.31 X-Cut in FH bolt. Next to Sojourn Church parking lot.

AutoCAD SHX Text No Parking

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text San. MH Rim=472.02 Depth 30'+

AutoCAD SHX Text Stop Street Sign

AutoCAD SHX Text Channel Post

AutoCAD SHX Text BM #179-18B Elev.=472.87 RR Spike in Utility Pole. One foot, plus or minus, from ground. In front of 1940 Elkin Avenue.

AutoCAD SHX Text

CP #2

AutoCAD SHX Text

GLM

AutoCAD SHX Text

AutoCAD SHX Text Concrete

AutoCAD SHX Text Graves

AutoCAD SHX Text 29.10'

AutoCAD SHX Text 2.30'

AutoCAD SHX Text 29.40'

AutoCAD SHX Text 22.20'

AutoCAD SHX Text 29.40'

AutoCAD SHX Text 1.65'

AutoCAD SHX Text 29.10'

AutoCAD SHX Text 26.15'

AutoCAD SHX Text Stone Wall

AutoCAD SHX Text Brick

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Asphalt Parking

AutoCAD SHX Text 18" Sanitary Sewer per New Albany wastewater (Lateral Location Not Evident) (Public Connection) y

St re et

Ja y

St re et

CONTRACTOR TO PROTECT

STONE WALL DURING

CONSTRUCTION, TYP.

INSTALL INLET PROTECTION

IN AREA DRAINS ONCE

INSTALLED, TYP.

SILT FENCE, TYP.

STABILIZED

CONSTRUCTION

ENTRANCE

CONCRETE WASHOUT

CONSTRUCTION

FENCE, TYP.

SILT FENCE, TYP.

LIMIT OF DISTURBANCE, TYP.

APPROXIMATE LIMIT OF

EXISTING BURIAL SECTION.

SEE NOTE 11.

6" DEEP COARSE AGGREGATE, 1" - 2-1/2"

DIAMETER WASHED AGGREGATE, INDOT CA

NO. 2, OVERLAYING GEOTEXTILE

SEPARATION FABRIC

1. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES

SHALL BE PIPED BENEATH ENTRANCE. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM

PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BE PERMITTED.

2. ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR

FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED,

WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY.

3. ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO

AN APPROVED SEDIMENT TRAPPING DEVICE.

CONSTRUCTION SPECIFICATIONS

15' MINIMUM

EXISTING

ROADWAY

PERSPECTIVE VIEW

FLOW

18" M

IN.

18" M

IN.

30" M

AX.

36" MIN. FENCE POST

SILT FENCE

FILTER

FABRIC

2' O

VERALL

FABRIC HT.

8' MAX. ℄ TO ℄

48' MIN., 1.3 LB/FT STEEL POST DRIVEN

MIN. 18" INTO GROUND

24" ABO

RADE

8" BELO

RADE

SILT FENCE FILTER FABRIC; FASTENED

SECURELY TO FENCE POSTS W/ STAPLES

FLOW

18"

SECTION

FLOW

30"

CONSTRUCTION SPECIFICATIONS:

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL

EITHER "T" OR "U" TYPE.

2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID

SECTION. FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.

4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.

5. SILT FENCE TO MEET INDIANA DEPARTMENT OF TRANSPORTATION ITEM 205.11.

MIN.

EMBED FILTER CLOTH 8"

MIN INTO GROUND

12" DIA. COMPOST

FILTER SOCK

INDOT ITEM 205.11

PLAN

SECTION

DRAIN INLET

FILTER SOCK TO

OVERLAP MINIMUM 12"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\06

.G C1

.0.

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM DBH

GC110

EROSION AND SEDIMENT CONTROL

PLAN AND DETAILS

STRAWBALES STAKED INTO

GROUND

NOTE:

1. WASHOUTS SHALL BE PLACED IN ACCORDANCE WITH THE PLANS OR AS DIRECTED BY THE COR.

2. LOCATE 50' FROM STORM DRAINS, OPEN DITCHES, WATER BODIES AND WETLANDS.

3. PRE-FABRICATED STRUCTURES MAY BE USED IF APPROVED BY COR.

4. CONTRACTOR SHALL SIZE TO CONTAIN ALL LIQUID & CONCRETE GENERATED BY WASHOUT OPERATIONS

5. INSPECT ON A REGULAR BASIS FOR SIGNS OF DAMAGE OR LEAKS & MAKE NECESSARY REPAIRS.

6. CLEAN, OR CONSTRUCT NEW FACILITY WHEN WASHOULD BECOMES 75% FULL

7. WHEN FACILITIES ARE NO LONGER NEEDED, REMOVE HARDENED CONCRETE SLURRY & WASHOUT MATERIALS &

LEGALLY DISPOSE OF OFF SITE OR RECYCLE.

10 MIL PLASTIC

LINING

WOOD OR METAL STAKES (2

PER BALE)STRAW BALE

10 MIL PLASTIC

LINING

SECURELY FASTEN LINER

TO BALES WITH METAL

PINS, STAPLES, OR OTHER

APPROVED METHOD

EMBED BALES 4" INTO GRADE

FINISHED GRADE

8' (MIN.)

8' (M

2' (M

Scale: NTS

CONCRETE WASHOUT5

Scale: NTS

STABILIZED CONSTRUCTION ENTRANCE 2

Scale: NTS

SILT FENCE3

Scale: NTS

INLET PROTECTION4Scale: 1" = 10'

EROSION AND SEDIMENT CONTROL PLAN1

EXISTING WATER LINE

PROPERTY LINE

EXISTING OVERHEAD ELECTRIC

EXISTING SANITARY SEWER LINE

EXISTING STORM SEWER LINE

EXISTING GAS LINE

EXISTING FENCE

LEGEND

EXISTING CONTOUR

EROSION & SEDIMENT CONTROL NOTES

1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES

SHALL BE IN PLACE PRIOR TO ANY GRADING OPERATION AND/OR

INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES.

2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS

PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH INDIANA

DEPARTMENT OF ENVIRONMENTAL MANAGEMENT.

3. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES

SHALL BE LEFT IN PLACE UNTIL CONSTRUCTION IS COMPLETED

AND/OR THE AREA IS STABILIZED.

4. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL

MATERIALS AND INSTALL ALL MEASURES REQUIRED TO

REASONABLY CONTROL SOIL EROSION RESULTING FROM

CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW

OF SEDIMENT FROM THE CONSTRUCTION SITE.

5. EROSION AND SEDIMENT CONTROL PRACTICES DEPICTED ON

THE PLANS ARE A MINIMUM TO CONTAIN SEDIMENT AND

PREVENT EROSION FROM AFFECTING AREAS OUTSIDE THE

LIMITS OF CONSTRUCTION. ADDITIONAL CONTROL MEASURES

MAY BE DEEMED NECESSARY BY THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR) AND SHALL BE CONSTRUCTED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

6. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED

SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL

EROSION AND SEDIMENT CONTROL FACILITIES.

7. ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND

MAINTAINED ON A REGULAR BASIS AND AFTER EVERY STORM

EVENT.

8. A CRUSHED STONE, TIRE CLEANING PAD SHALL BE INSTALLED

WHEREVER A CONSTRUCTION ACCESS EXISTS. THE STABILIZED

PAD WILL BE INSTALLED ACCORDING TO THE STANDARD FOR

STABILIZED CONSTRUCTION ACCESS.

9. PAVED AREAS MUST BE KEPT CLEAN AT ALL TIMES.

10. ALL CATCH BASIN INLETS SHALL BE PROTECTED WHERE

REQUIRED.

11. APPROXIMATE LIMIT OF DISTURBANCE, CONSTRUCTION

FENCE, AND SILT FENCE LINES INDICATED ON THIS PLAN

ARE DIAGRAMMATIC AND IN PRACTICE ARE LOCATED IN THE

SAME SPOT. NO DISTURBANCE IS TO OCCUR WITHIN THE

EXISTING BURIAL SECTIONS.

SILT FENCE

CONSTRUCTION FENCE

INLET PROTECTION

COMPACTED

SOIL MATERIAL

NORTH

52 100

SCALE: 1" = 10'

LIMIT OF DISTURBANCE

AutoCAD SHX Text

AutoCAD SHX Text 52" Oak

AutoCAD SHX Text 66" Oak

AutoCAD SHX Text 36" Oak

AutoCAD SHX Text 1'x1' Drop Inlet Rim=471.08 (full of debris)

AutoCAD SHX Text 1'x1' Drop Inlet Rim=471.39 (full of debris)

AutoCAD SHX Text 6.5' Alum.

AutoCAD SHX Text Gate

AutoCAD SHX Text Brick Maintenace Bldg

AutoCAD SHX Text 2'x2' Curb Inlet Rim=470.37 Out=467.27 In=467.35

AutoCAD SHX Text 2'x2' Curb Inlet Rim=470.14 Out=467.69 In=469.24

AutoCAD SHX Text San. MH Rim=470.68 Depth 30'+

AutoCAD SHX Text Approx. Direction 12" VCP

AutoCAD SHX Text BM #179-18A Elev.=474.31 X-Cut in FH bolt. Next to Sojourn Church parking lot.

AutoCAD SHX Text No Parking

AutoCAD SHX Text Approx. Direction 4" VCP

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text 4' tall Conc. Wall

AutoCAD SHX Text San. MH Rim=472.02 Depth 30'+

AutoCAD SHX Text Stop Street Sign

AutoCAD SHX Text Channel Post

AutoCAD SHX Text

CP #2

AutoCAD SHX Text

GLM

AutoCAD SHX Text

AutoCAD SHX Text Concrete

AutoCAD SHX Text Graves

AutoCAD SHX Text 29.10'

AutoCAD SHX Text 2.30'

AutoCAD SHX Text 29.40'

AutoCAD SHX Text 22.20'

AutoCAD SHX Text 29.40'

AutoCAD SHX Text 1.65'

AutoCAD SHX Text 29.10'

AutoCAD SHX Text 26.15'

AutoCAD SHX Text 6.5' Alum.

AutoCAD SHX Text Stone Wall

AutoCAD SHX Text Brick

AutoCAD SHX Text Concrete

AutoCAD SHX Text Asphalt Parking

AutoCAD SHX Text 18" Sanitary Sewer per New Albany wastewater (Lateral Location Not Evident) (Public Connection)

AutoCAD SHX Text Connection Point to Public Storm Sewer y

St re et

Ja y

St re et

REMOVE AND DISPOSE EXISTING TREE AND STUMP. STUMP TO BE REMOVED VIA

STUMP GRINDER. GRIND STUMP IN ENTIRETY. CONTRACTOR SHALL ASSUME MIN.

20" DEPTH. REMOVE WOOD CHIPS AND FILL VOID WITH APPROVED TOPSOIL.

COMPACT TOPSOIL.

TREE MAY BE REMOVED BETWEEN NOVEMBER 1ST AND MARCH 31ST WITHOUT

USFWS CONSULTATION. REMOVAL OF THE TREE OUTSIDE OF THIS THESE DATES

REQUIRES CONTRACTOR COORDINATION WITH USFWS. THIS MAY REQUIRE THE

CONTRACTOR TO HIRE, AT THEIR OWN EXPENSE, A QUALIFIED BAT BIOLOGIST TO

CONDUCT ON SITE BAT HABITAT ASSESSMENT AND ROOST TREE EMERGENCE

SURVEYS (VISUAL AND ACOUSTIC) THE NIGHT IMMEDIATELY PRIOR TO THE

CLEARING. THIS COST SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

SAW CUT CONCRETE

PAVEMENT

REMOVE AND DISPOSE

EXISTING FENCE AND

ASSOCIATED GATES

REMOVE AND DISPOSE

EXISTING DROP INLET

REMOVE AND DISPOSE EXISTING DROP

INLET AND ASSOCIATED STORM PIPING

REMOVE AND DISPOSE

EXISTING CONCRETE WALL

CONTRACTOR TO

PROTECT STONE WALL

DURING CONSTRUCTION

REMOVE AND DISPOSE

EXISTING CONCRETE

PAVEMENT

CONTRACTOR TO LOCATE AND DETERMINE

EXTENTS OF EXISTING 4" PIPE AND REPORT

FINDINGS TO COR. REMOVE AND DISPOSE OF

EXISTING STORM PIPE WITHIN AREA SHOWN.

REMOVE AND

DISPOSE EXISTING

ASPHALT PAVEMENT

SAW CUT ASPHALT

PAVEMENT

CONTRACTOR TO PROTECT

BRICK SIDEWALK AND CURB

DURING CONSTRUCTION

REMOVE AND DISPOSE

STORM PIPE

APPROXIMATE LIMIT OF

EXISTING BURIAL SECTION

THIS PORTION OF

EXISTING ALUMINUM

FENCE TO REMAIN

ALIGN SAW CUT PAVEMENT

EDGE WITH EDGE OF BUILDING.

EXISTING GAS METER TO REMAIN

EXISTING PIPE BOLLARDS TO

REMAIN+/-10.96'

+/-7.00'

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\07

.C D1

.0.

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM DBH

CD101

SITE PREPARATION PLAN

GENERAL NOTES

1. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT

ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR).

2. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. THE ABSENCE OF ANY UTILITY ITEMS DEPICTED IN THIS DRAWING DOES NOT INDICATE

THAT THEY DO NOT EXIST. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR

SHALL CONTACT INDIANA 811 AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY

COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES

BEFORE COMMENCING WORK. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES

SHALL BE DONE BY HAND. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO

CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE

CONTRACTOR.

3. LIMIT OF DEVELOPMENT LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS

OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL

CONDITION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL MEET LINE AND

GRADE OF EXISTING CONDITIONS AT LIMIT OF DEVELOPMENT LINE. IF NO LIMIT OF WORK IS

SHOWN, THE PROPERTY LINE SHALL BE THE LIMIT OF WORK.

4. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO

MAINTAIN VEHICULAR ACCESS TO THE MAINTENANCE BUILDING FOR STAFF. CONTRACTOR SHALL

EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE

LIMIT OF WORK LINE.

5. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE

LOCATED WITHIN THE LIMITS OF WORK AS SHOWN ON THE PLANS OR AS APPROVED BY THE COR.

6. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE

UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS

FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED

HEREBY, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE COR, AND IN THE EVENT OF THE

CONTRACTOR'S FAILURE TO DO SO, THE CONTRACTOR SHALL MAKE GOOD OF ANY DAMAGE OR

DEFECT IN HIS WORK CAUSED THEREBY.

7. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY

REQUIREMENTS DURING CONSTRUCTION.

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH

COR TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND

GENERAL CONSTRUCTION SCHEDULE.

2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL NOTES AND UTILITY LOCATING

SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN

THE SITE HAVE BEEN IDENTIFIED AND LOCATED.

3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING

ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS.

4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF

UTILITIES WITH THE RESPECTIVE UTILITY COMPANY THE CONTRACTOR'S BID SHALL ASSUME

ALL ASSOCIATED COSTS.

1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK. IT

IS THE CONTRACTORS RESPONSIBILITY TO CONTROL THEIR WORK AREA.

2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. ALL SERVICE DISRUPTIONS SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) IN ADVANCE AND

SHALL BE KEPT TO A MINIMUM TO THE EXTENT POSSIBLE.

3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS,

DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION

OF THE NATIONAL MUTCD TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND

PROPERTY FROM DAMAGE.

4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF

THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND

PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED.

5. ALL EXISTING PLOTS, HEADSTONES, AND FOOTSTONES SHALL BE PROTECTED FROM DAMAGE.

EXTREME CARE SHALL BE EXERCISED WHEN WORKING ABOVE OCCUPIED PLOTS. EXCAVATION

ABOVE OCCUPIED PLOTS SHALL BE ALLOWED TO A DEPTH OF LESS THAN 18", UNLESS

OTHERWISE NOTED. HEADSTONES OR FOOTSTONES SHALL NOT BE DISTURBED.

6. DO NOT STORE OR STOCKPILE ANY STONE, SAND, BACKFILL, OR OTHER MATERIAL OVER 4-FEET

HIGH WITHIN 10 YARDS OF EXISTING PLOTS.

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE COR ON ALL

MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF

MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL

MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER

APPLICABLE REGULATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION,

REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL

DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING

CONSTRUCTION.

3. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE

MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED.

4. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED

AND STORED AS DIRECTED BY THE COR.

SITE PREPARATION NOTES:

PROTECTION NOTES:

REMOVALS NOTES:

EXISTING WATER LINE

PROPERTY LINE

EXISTING OVERHEAD ELECTRIC

EXISTING SANITARY SEWER LINE

EXISTING STORM SEWER LINE

EXISTING GAS LINE

EXISTING FENCE

LEGEND

EXISTING CONTOUR

SAW CUT PAVEMENT

REMOVAL ITEM

REMOVE CONCRETE PAVEMENT

REMOVE ASPHALT PAVEMENT

LIMIT OF DISTURBANCE

NORTH

52 100

SCALE: 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text 1.3'x1.3' Pillar

AutoCAD SHX Text Notice Board

AutoCAD SHX Text Drop Inlet Rim=471.04 (full of debris)

AutoCAD SHX Text Visitor Sign

AutoCAD SHX Text 30" Oak

AutoCAD SHX Text Info Sign

AutoCAD SHX Text 52" Oak

AutoCAD SHX Text 66" Oak

AutoCAD SHX Text 36" Oak

AutoCAD SHX Text 1'x1' Drop Inlet Rim=471.08 (full of debris)

AutoCAD SHX Text 1'x1' Drop Inlet Rim=471.39 (full of debris)

AutoCAD SHX Text 6.5' Alum.

AutoCAD SHX Text Gate

AutoCAD SHX Text Brick Maintenace Bldg

AutoCAD SHX Text 2'x2' Curb Inlet Rim=470.37 Out=467.27 In=467.35

AutoCAD SHX Text 2'x2' Curb Inlet Rim=470.14 Out=467.69 In=469.24

AutoCAD SHX Text San. MH Rim=470.68 Depth 30'+

AutoCAD SHX Text Approx. Direction 12" VCP

AutoCAD SHX Text BM #179-18A Elev.=474.31 X-Cut in FH bolt. Next to Sojourn Church parking lot.

AutoCAD SHX Text No Parking

AutoCAD SHX Text Approx. Direction 4" VCP

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text 4' tall Conc. Wall

AutoCAD SHX Text San. MH Rim=472.02 Depth 30'+

AutoCAD SHX Text Stop Street Sign

AutoCAD SHX Text Channel Post

AutoCAD SHX Text BM #179-18B Elev.=472.87 RR Spike in Utility Pole. One foot, plus or minus, from ground. In front of 1940 Elkin Avenue.

AutoCAD SHX Text

CP #2

AutoCAD SHX Text

GLM

AutoCAD SHX Text

AutoCAD SHX Text Concrete

AutoCAD SHX Text Graves

AutoCAD SHX Text Grid North; IN East Zone, NAD 83

AutoCAD SHX Text Graves

AutoCAD SHX Text 29.10'

AutoCAD SHX Text 2.30'

AutoCAD SHX Text 29.40'

AutoCAD SHX Text 22.20'

AutoCAD SHX Text 29.40'

AutoCAD SHX Text 1.65'

AutoCAD SHX Text 29.10'

AutoCAD SHX Text 26.15'

AutoCAD SHX Text 6.5' Alum.

AutoCAD SHX Text Stone Wall

AutoCAD SHX Text Brick

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Concrete

AutoCAD SHX Text Asphalt Parking

AutoCAD SHX Text 18" Sanitary Sewer per New Albany wastewater (Lateral Location Not Evident) (Public Connection)

AutoCAD SHX Text Connection Point to Public Storm Sewer

L3 L5

L4 L6

6' 5' 7'-105 16"7'

±5'-10 38 " ±2'-7 58 "

±1'-101 16"

±27'-87 16"

±5'-3 716 "±10'-7 58 "

-611 16

9'-3" 9'-3"

34'-10"

6'7' 5' 5' 6' 5' 5' 6' 4'

5'-1 18 " 9'-3"

9'-3"

ELKIN AVENUE

18'-6"

APPROXIMATE LIMITS OF

EXISTING OCCUPIED PLOTS, TYP.

APPROXIMATE LIMITS OF

EXISTING OCCUPIED PLOTS, TYP.

EXISTING

MAINTENANCE

BUILDING

DOUBLE SIDED

COLUMBARIUM WALL

5 NICHE HIGH - TYPE 1

DOUBLE SIDED

COLUMBARIUM WALL 5

NICHE HIGH TYPE 2, TYP.

ASSUME THIS AREA IS

FULLY OCCUPIED WITH

EXISTING GRAVE PLOTS,

TYP.

EXISTING STONE WALL.

PROTECT FROM CONSTRUCTION

OPERATIONS, TYP.

EXISTING BRICK SIDEWALK

METAL LANDSCAPE

EDGING, TYP.

METAL LANDSCAPE EDGING, TYP.

LIMITS OF DISTURBANCE FROM

CONSTRUCTION OPERATIONS, TYP.

MEDIUM BROOM FINISH

CONCRETE PAVEMENT, TYP.

3/8" WASHED ROUNDED

STONED (DECORATIVE

GRAVEL), SEE LP101, TYP.

CONTROL JOINT, TYP.

EXPANSION JOINT, TYP.

FLOWER WATERING STATION

8'-4"

STORM SEWER TRENCHING

SEE UTILITY PLAN

THICKENED CONCRETE

EDGE, TYP.

DOWEL EXISTING

PAVEMENTS TO NEW

PAVEMENTS, TYP.

EJ EJ EJEJ

EJ EJ EJ

4'±3'-634"

ALIGN WITH

EDGE OF

BUILDING

16'-10"

3/8" WASHED ROUNDED STONE

(DECORATIVE GRAVEL) TO MATCH

ROUNDED DECORATIVE GRAVEL

SEE LP101, TYP.

±2'-3 716 "

TEMPORARY

CONSTRUCTION SIGN

TEMPORARY

SAFETY SIGN

±4'-6 12 "

EXPANSION JOINT AT

BUILDING, TYP.

CS501

CS503

S3 5°

1'-3"

20'-4" ±8'-2"

CS501

CURB

TRANSITION,

TYP.

1'-6" CURB

TRANSITION,

TYP.

CS501

CONCRETE

CURB, TYP.

CS501

CS503

1' -55 8"

33'-2"

3 EQ

. PANELS

+/-6'-03 16"

.00

LAYOUT LINE, TYP.

17'-4 12 "

2 EQ

UAL PANELS

3'-6" 11"

+/-63 16"

8'-8"

ALIGN

SEE CI706 FOR WALK EDGE

LAYOUT AROUND

COLUMBARIUM, TYP.

ALIGN

SEE CI706 FOR WALK EDGE

LAYOUT AROUND

COLUMBARIUM, TYP.

TOP OF PIER

FOUNDATION 1

TOP OF PIER

FOUNDATION 2

TOP OF PIER

FOUNDATION 2

TOP OF PIER

FOUNDATION 1

TOP OF PIER

FOUNDATION 2

8'-8 12 "

TOP OF PIER

FOUNDATION 2

TOP OF PIER

FOUNDATION 1

TOP OF PIER

FOUNDATION 1

ALIGN, TYP.

SECURITY CAMERA POLE, TYP.5

SE101

CS503

SECURITY CAMERA POLE, TYP.5

SE101

CS503

LAYOUT POINT TABLE

POINT

NORTHING

1111419.25

1111348.60

1111377.17

1111357.82

1111386.39

1111367.04

1111377.57

1111367.95

EASTING

288486.66

288536.47

288535.91

288549.55

288548.98

288562.63

288516.05

288522.83

POLE POINT TABLE

POINT

NORTHING

1111427.39

1111393.13

EASTING

288490.71

288556.67

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NEW ALBANY NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath

J-2

2\2

\08

.C S1

.0.

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

T Y

V I

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

04/21/23

DLM JDB

CS101

SITE LAYOUT PLAN

NORTH

0 5'3'1'

SCALE: 3/16" = 1'LEGEND

CONTROL JOINT

NOTES

1. SEE CI700 FOR COLUMBARIUM NUMBERING PLAN.

2. SEE LP101 FOR PLANTING PLANS.

3. PROTECT EXISTING STRUCTURES, MAINTENANCE

BUILDING, EXISTING STONE WALL, HEADSTONES,

FOOTSTONES, AND NEW COLUMBARIUM FROM

CONSTRUCTION OPERATIONS. CONSTRUCTION

OPERATIONS INCLUDE BUT ARE NOT LIMITED TO

CONCRETE POURING AND JOINTING.

4. ALIGN EDGES OF EXISTING PAVEMENTS WITH NEW

PAVEMENTS UNLESS SHOWN OTHERWISE.

5. PROVIDE EXPANSION JOINTS BETWEEN EXISTING

AND NEW CONCRETE PAVEMENTS.

6. DOWEL EXISTING AND NEW PAVEMENTS

TOGETHER.

7. ALL DIMENSIONS ARE PARALLEL OR

PERPENDICULAR FROM LAYOUT LINES.

MEDIUM BROOM FINISHED, CONCRETE

PAVEMENT

FLOWER WATERING STATION

ROUNDED STONE (WASHED DECORATIVE

GRAVEL)

EXPANSION JOINT

LIMITS OF DISTURBANCE

LIMITS OF THICKENED EDGE OF CONCRETE

L5 COLUMBARIUM LAYOUT POINT; SEE

DETAILS 1/CI705 & 2/CI705 FOR LAYOUT

INFORMATION

CONCRETE CURB

AutoCAD SHX Text 66" Oak

AutoCAD SHX Text

GLM

ADJ. FLUSH

SURFACE

PROVIDE THICKENED

EDGE, TYP.

EXPANSION JOINT,

TYP.

CLR

6" TY

EXISTING

NEW

CONCRETE

PIN NEW CONCRETE SLAB TO

EXISTING USING #4 X 2'

SMOOTH DOWEL, GROUT

DOWEL IN EXISTING

CONCRETE SLAB, 2' O.C., 1'

FROM EDGE, TYPE

3/8"

TOOLED JOINT W/ 1/4" RADIUS

EDGES AS SHOWN, TYP.

JOINT SEALANT & BACKER

ROD; SEE SPECIFICATIONS

PRE-MOLDED

ASPHALTIC JOINT

FILLER

CONCRETE PAVEMENT, TYP.

#4 SLIP DOWELS, TYP.

24"

EXPANSION JOINT

EXPANSION JOINTS TO

OCCUR 60' O.C. MAX AT ALL

CURBS & WHERE SHOWN ON

PLANS AND OTHER DETAILS.

ADJACENT FINISHED GRADE 1/2" BELOW WALK

ELEVATION - SEE PLAN FOR MATERIAL

6"X6" W2.1/2.1 WWM CENTERED IN SLAB, USE ONLY

SHEETS, NOT ROLLS, PLACE MESH ON CHAIRS

#4 SLIP DOWELS @ 18" O.C. X 18" LONG -GREASE

AND CAP ONE END OR USE SPEED DOWEL

TOOLED CONTROL JOINT - 1/6 SLAB DEPTH

3/8" WIDE EXPANSION JOINT WITH PREMOLDED

ASHPALTIC JOINT FILLER & SEALANT, 1/4" RADIUS

AT SLAB EDGES

REINFORCED CONCRETE PAVEMENT,

MEDIUM BROOM FINISH TO REMOVE TOOL

MARKS

1/4" RADIUS AT ALL EXPOSED EDGES

GRANULAR SUBBASE, INDOT NO.53

6" 4"

VARIES

(SEE PLAN)

3" MIN.

MIN.

COMPACTED SUBGRADE 98% STANDARD PROCTOR

#4 DOWEL @ 16" O.C. X 18"

LONG, DRILL AND SET 3" INTO

CONCRETE WITH EPOXY

ADHESIVE

6" 6"

EXPANSION JOINT

NEW

CONCRETE

EXISTING

BUILDING

4' -0

VALVE BOX WITH

PRESSURE REDUCER, SEE

UTILITY DETAILS (8/CG501)

FLOWER VASE

STORAGE

RECEPTACLE

TRASH

RECEPTACLE

CONCRETE

PAVEMENT

1' -6

2'-0" 2'-0"

SAW CUT CONTROL

JOINT, TYP.

#5 BARS, 2" CLR., TYP.

3/8" PEX TUBING WITHIN

1 1/2" SCHED. 40 PVC

PIPE SLEEVING, TYP.; 1%

SLOPE TO CURB STOP

VALVE WITH DRAIN

8'-4"

2'-2"

4'-2"

DECORATIVE STONE,

WASHED ROUNDED GRAVEL.

MATCH ROUNDED GRAVEL

AT COLUMBARIUM

2' -115 16

2'-2"

ARCHITECTURAL PRECAST

CONCRETE POST WITH

WATER SPIGOT ASSEMBLY

4'-2"

CS501

EXPANSION

JOINT

NOTE:

1. SEE FLOWER WATERING STATION DETAILS FOR OVERALL POST HEIGHT AND

LOCATION ON OVERALL POST

2. SEE FLOWER WATERING STATION DETAILS FOR CAST-IN-PLACE PVC CONDUIT

SIZES AND LOCATION TO ACCEPT WATER SPIGOT PLUMBING CONNECTIONS

3. PRIME AND CEMENT ALL PVC CONNECTIONS PRIOR TO CASTING IN POST

2% SLOPE

PLAN VIEW

8"8"

ADJACENT CONCRETE PAVEMENT.

SEE SITE LAYOUT PLAN CS101.

ADJACENT

CONCRETE

PAVEMENT.

SEE SITE

LAYOUT PLAN

CS101.

2' -4

1' -93 4"

STEEL CONVEX

TOP LID

SPECIAL HINGED LID W/

FLORAL REGULATIONS DECAL

ATTACHED - SEE LID PLAN

VIEW

FLORAL REG. DECALS

HANDLE

3/4" SQUARE

HOLE FOR

ANCHOR

BOLT

SEE SPECIFICATIONS

1' -7

CS502

BOTTOM VIEW

LID PLAN VIEW

FLOWER VASE RECEPTACLE

PERSPECTIVE

TRASH RECEPTACLE

PERSPECTIVE

SEE SPECIFICATIONS FOR TRASH

AND FLOWER VASE

RECEPTACLES

Trash ANCHOR RECEPTACLES W/

STAINLESS STEEL

EXPANSION SHIELDS &

BOLTS PER

MANUFACTURER'S

SPECIFICATIONS

TOPSOIL/LAWN

2' -4

3' -0

"DO NOT DRINK"

SIGN; (3) SIDES

WATER SPIGOT, SEE

SPECIFICATIONS

1' -1

ARCHITECTURAL PRE-CAST CONC.

POST W/ 1" CHAMFER AT ALL

EXPOSED CORNERS ; FINISH AND

COLOR AS SPECIFIED

SUMP PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND BOTTOM;

DRAINAGE STONE BACKFILL (INDOT No. 8)

COMPACTED TO 95% (SEE SPECIFICATIONS)

4,000 PSI CONC. FOOTING, 18" Ø, TYP.

1' -9

3/8" DIA. DECORATIVE STONE, WASHED ROUNDED

GRAVEL DRAINAGE FILL - 4" DEPTH; GRAVEL PIT

WRAPPED WITH NON-WOVEN GEOTEXTILE FABRIC

ON SIDES AND BOTTOM. MATCH ROUNDED GRAVEL

AT COLUMBARIUM

FLOWER VASE

RECEPTACLE

TRASH

RECEPTACLE

CI502

2'-6" DIA.

SUMP PIT

Flower Vases

1'-4" DIA.

R 14 "TYP.

1' -1

1'-0"

TYP.

1'-0"

TYP.

4" HDPE PIPE W/ OPEN END COVERED WITH

FILTER FABRIC CRIMPED AROUND END OF PIPE

(SEE CIVIL DRAWINGS FOR CONNECTION TO

DRAINAGE SYSTEM)

(2) #5 BAR; 2" CLR. MIN. ALL SIDES, TYP.

REINFORCED

CONCRETE

PAVEMENT, TYP.

6"X6" W2.1/2.1 WWM CENTERED IN SLAB, USE ONLY SHEETS,

NOT ROLLS, PLACE MESH ON CHAIRS (2" CLR.), TYP.

CI502

NOTES:

1. DRILL (4) 38" DIAMETER

HOLES IN BOTTOM OF

PLASTIC

RECEPTACLES FOR

WATER DRAINAGE.

2. PROVIDE SAMPLE OF

SPIGOT POST FOR

APPROVAL.

FRONT ELEVATION

CI502

COMPACTED SUBGRADE TO 98% STANDARD PROCTOR

TEXT TO BE

REPEATED (4)

FOUR TIMES ON

STEEL BAND,

TYP.

6" M

4" M

GRANULAR

SUBBASE, INDOT

NO. 53, TYP.

TYP.

REINF. CONC. PVMT.

TYP.

TOPSOIL/

LAWN 1"

3'-8"

SUMP PIT

2' -4

1' -4

2' -0

(2) 1 1/2" SCH40 PVC PIPE ELBOW

CAST INTO ARCHITECTURAL

PRE-CAST CONC. POST

4,000 PSI CONC. FOOTING,

18" Ø, TYP.

ARCHITECTURAL PRE-CAST

CONC. POST (7-1/2" SQ.) W/ 1"

CHAMFER AT ALL EXPOSED

CORNERS AND 3/8" RECESSED

AREA ALL SIDES; FINISH AND

COLOR AS SPECIFIED

3' -0

(2) 1 1/2" SCH40 PVC PIPE

CAST INTO ARCHITECTURAL

PRE-CAST CONC. POST

COMPACTED SUBGRADE TO 98%

STANDARD PROCTOR

ADA COMPLIANT WATER

SPIGOT (SEE SPECS)

BURIAL AREA, TYP. COLUMBARIUM, TYP.

DECORATIVE STONE; 3/8" DIA.

WASHED, ROUNDED GRAVEL -

4" DEPTH

3/8" PEX TUBING, TYP.; 1% SLOPE

TO CURB STOP VALVE WITH DRAIN

1 1/2" SCH40 PVC PIPE ELBOW

CAST INTO ARCHITECTURAL

PRE-CAST CONC. POST

SUMP PIT WRAPPED WITH GEOTEXTILE

SEPARATION FABRIC ON SIDES AND

BOTTOM; DRAINAGE STONE BACKFILL

(INDOT No. 8) STONE COMPACTED TO

95% PROCTOR DENSITY

#5 BAR; 2" CLR. MIN.

ALL SIDES, TYP.

SECTION A - A'

4" HDPE PIPE W/ OPEN END

COVERED WITH GEOTEXTILE

SEPARATION FABRIC CRIMPED

AROUND END OF PIPE (SEE CIVIL

DRAWINGS FOR CONNECTION TO

DRAINAGE SYSTEM)

PVC

SLEEVE

AND PEX

TUBING

2' -6

CI502

1/4"

1" D

TOOLED JOINT W/ 1/4" RADIUS

EDGES AS SHOWN, TYP.;

TOOLING SHALL ALSO OCCUR

AROUND PERIMETER OF

CONCRETE PAVEMENT, TYP.

CONTROL JOINT

6"7"6"

1/4" RADIUS

PAVEMENT

(SEE PLAN)

CAST-IN-PLACE

CONCRETE

CURB, SEE

SPECIFICATIONS

COMPACTED

GRANULAR

SUBBASE,

INDOT NO. 53

COMPACTED

SUBGRADE

WASHED ROUNDED

STONE

CONTRACTOR TO CONFIRM

EXISTING WALL AND

FOOTING CONDITIONS

PRIOR TO CONSTRUCTION

NOTE:

EXPANSION JOINTS SPACED ALONG CURB 10' O.C. MAX.

ALIGN EXPANSION JOINTS IN CONCRETE CURB WITH

JOINTS IN CONCRETE PAVEMENT

EXISTING

STONE WALL

EXPANSION JOINT

9" GRANULAR SUBBSE,

INDOT NO. 53

1-1/2" BITUMINOUS ASPHALT

SURFACE COURSE

2.5" BITUMINOUS ASPHALT

BINDER COURSE

21 2"

9" 11 2"

COMPACTED

SUBGRADE

NOTE:

CONTRACTOR TO

COORDINATE WITH

CITY FOR PAVEMENT

SECTION

REQUIREMENTS.

TACK COAT

1'-0"

COMPACTED SUBGRADE

COURSE, TYP.

NEW BITUMINOUS

ASPHALT PAVING,

TYP.

1-1/2" MIN. MILL/DEEP

KEY INTO EXISTING

PAVEMENT, TYP.

EXISTING BITUMINOUS

PAVEMENT TYP.

SAW CUT EXISTING PAVEMENT;

KEYED PAVEMENT SHALL BE

FLUSH WITH EXISTING PAVEMENT

EXISTING

SUBBASEAPPLY TACK COAT

TO EXISTING PAVEMENT, AND

BINDER COURSE

GRANULAR SUBBASE

NOTE:

CONTRACTOR TO

COORDINATE WITH

CITY FOR PAVEMENT

SECTION

REQUIREMENTS.

4'-0"

TRANSITION

CURB

3/8" EXPANSION JOINT, ALIGN WITH

JOINTS IN CONCRETE PAVEMENT

ADJACENT FINISH GRADE AT

BOTTOM OF CURB

CURB TRANSITION ELEVATION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

NEW ALBANY, INDIANA

867CM3001

APRIL 21, 2023 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCH…

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File details come from the government source that posted it. Updated May 25, 2023.