LANC FCA Deficiencies Bid Package Ammended Drawings - Reduced - 3 of 6.pdf

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Y1EB--Los Angeles CA 898 -034 Maint, 036 FCA (VA-24-00060981)
Solicitation number
36C78624B0023
Issued by

About this file

Written by GovTribe AI ·

This document contains amended drawings related to a federal contract opportunity for the Department of Veterans Affairs National Cemetery Administration to correct facility condition assessment (FCA) deficiencies at the Los Angeles National Cemetery. The drawings show the demolition plans for removing and replacing existing ornamental fencing, chain link fencing, and associated site features along the cemetery's northern and western property boundaries. Key details include the requirement to trim and remove trees, repair damaged concrete columns, install temporary fencing, and restore turf and irrigation. The contract opportunity ID is 6e558f5ccde74f4aa0bf2400997ed9f6 and the solicitation number is 36C78624B0023.

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Other files

File Type Posted
LANC FCA Deficiencies Bid Package Ammended Drawings - Reduced - 5 of 6.pdf PDF
LANC FCA Deficiencies Bid Package Ammended Drawings - Reduced - 4 of 6.pdf PDF
RFIs -AE-COR.docx DOCX document
Amendment 0002.docx DOCX document
LANC Combined Specifications 4 of 4 Rev 001 6.20.24.pdf PDF
LANC Combined Specifications 3 of 4 Rev 001 6.20.24.pdf PDF
LANC Combined Specifications 2 of 4 Rev 001 6.20.24.pdf PDF
LANC FCA Deficiencies Bid Package Ammended Drawings - Reduced - 2 of 6.pdf PDF
LANC FCA Deficiencies Bid Package Ammended Drawings - Reduced - 1 of 6.pdf PDF
LANC Combined Specifications 1 of 4 Rev 001 6.20.24.pdf PDF
LANC FCA Deficiencies Bid Package Ammended Drawings - Reduced - 6 of 6.pdf PDF
S04 LA Sign In Roster.pdf PDF
S01 LA 0001 Amendment.docx DOCX document
36C78624B0023.docx DOCX document
231030 LANC 898-Multi MX - FCA IFB Scope of Work.docx DOCX document
S02 Final LANC Combined Specifications -4 of 4.pdf PDF
231030 LANC 898-036 FCA Bid Docs 5 of 5.pdf PDF
231030 LANC 898-036 FCA Bid Docs 4 of 5.pdf PDF
231030 LANC 898-034 MX Bid Docs 3 of 5.pdf PDF
231030 LANC 898-036 FCA Bid Docs 2 of 5.pdf PDF
S02 Final LANC Combined Specifications-1 of 4.pdf PDF
P07 Wage Determination LA.pdf PDF
231030 LANC 898-036 FCA Bid Docs 3 of 5.pdf PDF
36C78624B0023_2.docx DOCX document
231030 LANC 898-034 MX Bid Docs 5 of 5.pdf PDF
231030 LANC 898-034 MX Bid Docs 4 of 5.pdf PDF
231030 LANC 898-036 FCA Bid Docs 1 of 5.pdf PDF
S02 Final LANC Combined Specifications -3 of 4.pdf PDF
S02 Final LANC Combined Specifications-2 of 4.pdf PDF
231030 LANC 898-034 MX Bid Docs 1 of 5.pdf PDF
231030 LANC 898-034 MX Bid Docs 2 of 5.pdf PDF
Show all 31

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED DEMOLITION PLAN -

EASTERN ORNAMENTAL FENCING

(BASE BID)

CD407

LEGEND AND SYMBOLS

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

EX. CURB & GUTTER

EX. SIDEWALK

EX. TREE (TYP.)

EX. STORM OR UTILITY MANHOLE

EX. WATER / IRRIGATION BOX

EX. ORNAMENTAL FENCING

EX. RETAINING WALL

EX. SECTION MARKER / SIGN POST

DEMO CMU STORAGE BIN

EX. GRAVEL DRIVE

DEMO GRAVEL DRIVE

EX. CHAIN LINK FENCING

DEMO CHAIN LINK FENCING

DEMO ORNAMENTAL FENCING

SAW CUT ASPHALT

FULL DEPTH ASPHLAT REMOVAL

CONCRETE CANAL REMOVAL

X

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

PROPERTY LINE

EX. WOODEN FENCING

DEMO WOODEN FENCING

0 10 20

1 INCH = 10 FEET

VICINITY MAP

NOT TO SCALE

KEYED NOTES

AOI

SCALE: 1"=10'

STA: 43+00 TO 45+82F5

1. REMOVE EXISTING 8' ORNAMENTAL FENCING AND

CONCRETE FOOTINGS FULL DEPTH. SEE GENERAL

NOTES THIS SHEET.

GENERAL NOTES:

1. CONTRACTOR SHALL TRIM TWO (2) TREES UNDER THE

SUPERVISION OF A LICENSED ARBORIST AS NEEDED

FOR FENCING INSTALLATION AT NO ADDITIONAL COST

TO THE GOVERNMENT.

2. CONTRACTOR SHALL PRESERVE AND PROTECT THE

EXISTING CONCRETE COLUMNS.

3. CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE

CONCRETE COLUMNS CAUSED BY THE REMOVAL OF

THE ORNAMENTAL FENCING TO THE SATISFACTION OF

THE COR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

4. CONTRACTOR SHALL INSTALL TEMPORARY FENCING

AFTER THE REMOVAL OF THE ORNAMENTAL FENCING

AND SHALL REMAIN IN PLACE UNTIL THE COMPLETION

OF THE NEW FENCING TO MAINTAIN CEMETERY

SECURITY.

5. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF WITH

IMPORTED SOIL AND SOD PER TURF RENOVATION

SPECIES TO THE SATISFACTION OF THE COR AT NO

ADDITIONAL COST TO THE GOVERNMENT. MODIFY ALL

IMPACTED IRRIGATION HEADS AS DIRECTED BY COR.

SCALE: 1"=10'

STA: 40+00 TO 43+00C5

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No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED DEMOLITION PLAN -

EASTERN ORNAMENTAL FENCING

(OPTION 1)

CD408

LEGEND AND SYMBOLS

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

EX. CURB & GUTTER

EX. SIDEWALK

EX. TREE (TYP.)

EX. STORM OR UTILITY MANHOLE

EX. WATER / IRRIGATION BOX

EX. ORNAMENTAL FENCING

EX. RETAINING WALL

EX. SECTION MARKER / SIGN POST

DEMO CMU STORAGE BIN

EX. GRAVEL DRIVE

DEMO GRAVEL DRIVE

EX. CHAIN LINK FENCING

DEMO CHAIN LINK FENCING

DEMO ORNAMENTAL FENCING

SAW CUT ASPHALT

FULL DEPTH ASPHLAT REMOVAL

CONCRETE CANAL REMOVAL

X

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

PROPERTY LINE

EX. WOODEN FENCING

DEMO WOODEN FENCING

0 60 120

1 INCH = 60 FEET

VICINITY MAP

NOT TO SCALE

KEYED NOTES

AOI

VETERAN AVE

SCALE: 1"=20'

STA: 50+00 TO 54+50A5

1. REMOVE EXISTING 8' ORNAMENTAL FENCING AND

CONCRETE FOOTINGS FULL DEPTH. SEE GENERAL

NOTES THIS SHEET.

2. REMOVE EXISTING 5' WIDE 8' TALL ORNAMENTAL GATE.

3. REMOVE DOUBLE SWING ORNAMENTAL GATE.

GENERAL NOTES:

1. CONTRACTOR SHALL TRIM FIVE (5) TREES UNDER THE

SUPERVISION OF A LICENSED ARBORIST AS NEEDED FOR

FENCING INSTALLATION AT NO ADDITIONAL COST TO THE

GOVERNMENT.

2. CONTRACTOR SHALL PRESERVE AND PROTECT THE EXISTING

CONCRETE COLUMNS.

3. CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE CONCRETE

COLUMNS CAUSED BY THE REMOVAL OF THE ORNAMENTAL

FENCING TO THE SATISFACTION OF THE COR AT NO ADDITIONAL

COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL INSTALL TEMPORARY FENCING AFTER THE

REMOVAL OF THE ORNAMENTAL FENCING AND SHALL REMAIN IN

PLACE UNTIL THE COMPLETION OF THE NEW FENCING TO

MAINTAIN CEMETERY SECURITY.

5. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF WITH

IMPORTED SOIL AND SOD PER TURF RENOVATION SPECIES TO

THE SATISFACTION OF THE COR AT NO ADDITIONAL COST TO

THE GOVERNMENT. MODIFY ALL IMPACTED IRRIGATION HEADS

AS DIRECTED BY COR.

M

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ST

A:

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SCALE: 1"=20'

STA: 54+50 TO 60+50C5

SCALE: 1"=20'

STA: 60+50 TO 64+02E5

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VETERAN AVE

VETERAN AVE

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

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AC PAVING

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24" DIA EUC

24" DIA EUC

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24" DIA EUC

12" DIA EUC

48" DIA EUC

36" DIA EUC

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24" DIA EUC36" DIA EUC

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29"37"24"18"33"32"42"27"29"29"25"27"

42" 17" 52" 38"

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50" 17" 52" 38" 28" 25" 42" 23" 23" 30" 42"

21" 27" 24" 19" 32" 37" 35" 21"

32" 35" 42" 39"

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED DEMOLITION PLAN -

EASTERN ORNAMENTAL FENCING

(OPTION 1)

CD409

LEGEND AND SYMBOLS

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

EX. CURB & GUTTER

EX. SIDEWALK

EX. TREE (TYP.)

EX. STORM OR UTILITY MANHOLE

EX. WATER / IRRIGATION BOX

EX. ORNAMENTAL FENCING

EX. RETAINING WALL

EX. SECTION MARKER / SIGN POST

DEMO CMU STORAGE BIN

EX. GRAVEL DRIVE

DEMO GRAVEL DRIVE

EX. CHAIN LINK FENCING

DEMO CHAIN LINK FENCING

DEMO ORNAMENTAL FENCING

SAW CUT ASPHALT

FULL DEPTH ASPHLAT REMOVAL

CONCRETE CANAL REMOVAL

X

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

PROPERTY LINE

EX. WOODEN FENCING

DEMO WOODEN FENCING

0 20 40

1 INCH = 20 FEET

VICINITY MAP

NOT TO SCALE

KEYED NOTES

AOI

VETERAN AVE

SCALE: 1"=20'

STA: 70+00 TO 75+00B5

1. REMOVE EXISTING 8' ORNAMENTAL FENCING AND

CONCRETE FOOTINGS FULL DEPTH. SEE GENERAL

NOTES THIS SHEET.

2. REMOVE DOUBLE SWING ORNAMENTAL GATE.

3. REMOVE EXISTING 12" TO 36" TREES AS NECESSARY TO

INSTALL PROPOSED ORNAMENTAL FENCING, SEE

GENERAL NOTES THIS SHEET.

GENERAL NOTES:

1. CONTRACTOR SHALL TRIM TWO (2) TREES UNDER THE SUPERVISION OF A LICENSED

ARBORIST AS NEEDED FOR FENCING INSTALLATION AT NO ADDITIONAL COST TO THE

GOVERNMENT.

2. CONTRACTOR SHALL REMOVE AND DISPOSE OF THREE (3) STUMPS AND ASSOCIATED

ROOT MASS AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. CONTRACTOR SHALL PRESERVE AND PROTECT THE EXISTING CONCRETE COLUMNS.

4. CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE CONCRETE COLUMNS CAUSED BY

THE REMOVAL OF THE ORNAMENTAL FENCING.

5. CONTRACTOR SHALL INSTALL TEMPORARY FENCING AFTER THE REMOVAL OF THE

ORNAMENTAL FENCING AND SHALL REMAIN IN PLACE UNTIL THE COMPLETION OF

THE NEW FENCING TO MAINTAIN CEMETERY SECURITY.

6. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF WITH IMPORTED SOIL AND SOD

PER TURF RENOVATION SPECIES TO THE SATISFACTION OF THE COR AT NO

ADDITIONAL COST TO THE GOVERNMENT. MODIFY ALL IMPACTED IRRIGATION HEADS

AS DIRECTED BY COR.

SCALE: 1"=20'

STA: 75+00 TO 82+00B5

SCALE: 1"=20'

STA: 82+00 TO 89+30B5

VETERAN AVE

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No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

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OFF-SITEBUILDING OFF-SITEBUILDING

X X X X X X X X X X

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± 205' ± 47'

± 55'

OFF-SITEBUILDING OFF-SITEBUILDING

OFF-SITEBUILDING

27"

X X X X X X X X X X X X X X

X X

48" D

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± 86' ± 50'± 20'

± 90' ± 112'

± 124' ± 38'± 55'

36" DIA EUC

BUILDING

BUILDING

OFF-SITEBUILDING

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7" 7"

14" 13"

10"

13" 24"

15"

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18"6"

8"36"6"

16"

17"

X X X X X X X X X X X X X X X

X X

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36" D

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36" D

IA.

42" D

IA.

24" D

IA.

36" D

IA.

STA:103+47

ST

A:

+5

ST

A:

+0

ST

A:

+5

ST

A:

0+

ST

A:

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± 203'

± 85' ± 52'

± 65' ± 112'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED DEMOLITION PLAN -

NORTHERN FENCING (OPTION 2)

CD410

LEGEND AND SYMBOLS

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

EX. CURB & GUTTER

EX. SIDEWALK

EX. TREE (TYP.)

EX. STORM OR UTILITY MANHOLE

EX. WATER / IRRIGATION BOX

EX. ORNAMENTAL FENCING

EX. RETAINING WALL

EX. SECTION MARKER / SIGN POST

DEMO CMU STORAGE BIN

EX. GRAVEL DRIVE

DEMO GRAVEL DRIVE

EX. CHAIN LINK FENCING

DEMO CHAIN LINK FENCING

DEMO ORNAMENTAL FENCING

SAW CUT ASPHALT

FULL DEPTH ASPHLAT REMOVAL

CONCRETE CANAL REMOVAL

X

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

PROPERTY LINE

EX. WOODEN FENCING

DEMO WOODEN FENCING

0 20 40

1 INCH = 20 FEET

VICINITY MAP

NOT TO SCALE

KEYED NOTES

1. REMOVE EXISTING FENCING AND ALL ASSOCIATED

CONCRETE FOOTINGS AND MOW CURBS FULL DEPTH

ALONG THE CEMETERIES PROPERTY BOUNDARY.

2. REMOVE EXISTING NEIGHBORING WOOD FENCING,

ASSOCIATED CONCRETE FOOTINGS AND MOW CURBS

FULL DEPTH, SEE IMAGE 2 AND IMAGE 5 BELOW.

3. REMOVE EXISTING TREE.

4. 5-GALLON VINES, SEE NOTES BELOW.

AOI

M

AT

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ST

A:

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GENERAL NOTES:

1. DIMENSIONS SHOWN ARE FROM PROPERTY CORNER TO

PROPERTY CORNER.

2. CONTRACTOR SHALL LIMIT DEMOLITION TO A MAXIMUM

OF 400 L.F. AND SHALL START AND STOP AT PROPERTY

CORNERS. CONTRACTOR SHALL SUBMIT A PHASING

PLAN IN WRITING TO THE COR FOR APPROVAL A

MINIMUM OF 60 DAYS PRIOR TO DEMOLITION.

3. CONTRACTOR SHALL GENERATE AN EXPLORATORY

REPORT OF THE NORTHERN FENCE LINE AND SHALL

PROVIDE THE REPORT IN WRITING TO THE COR A

MINIMUM OF 60 DAYS PRIOR TO DEMOLITION. SEE SHEET

CD411 FOR PHOTOGRAPHS OF EXISTING CONDITIONS.

4. ARBORIST SHALL BE PRESENT FOR ALL EXCAVATION

ACTIVITIES PERFORMED WITHIN THE DRIP LINE OF ALL

TREES LOCATED IN NEIGHBORING PROPERTIES.

5. CONTRACTOR SHALL INSTALL TEMPORARY FENCING

IMMEDIATELY AFTER THE REMOVAL OF THE EXISTING

FENCING TO SECURE NEIGHBORING PROPERTIES.

FENCING SHALL REMAIN IN PLACE UNTIL THE

COMPLETION OF THE NEW FENCING. CONTRACTOR

SHALL SUBMIT A FENCING PLAN IN WRITING TO THE COR

FOR APPROVAL A MINIMUM OF 60 DAYS PRIOR TO

DEMOLITION.

SCALE: 1"=20'

STA: 90+00 TO 93+00A5

SCALE: 1"=20'

STA: 93+00 TO 98+50C5

SCALE: 1"=20'

STA: 98+50 TO 103+47D5

M

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3 3

3 3 3 3 3

DEMOLITION NOTES:

1. CONTRACTOR SHALL REMOVE AND DISPOSE OF FORTY (40)

TRESS/STUMPS AND ASSOCIATED ROOT MASS.

1.1. CONTRACTOR SHALL FLAG ALL TREES TO BE REMOVED FOR

APPROVAL OF THE COR PRIOR TO REMOVAL.

2. CONTRACTOR SHALL INSTALL FORTY (40) 36" BOX TREES OF THE

FOLLOWING SPECIES. THE SPECIES AND LOCATION SHALL BE

DETERMINED BY THE COR.

· MARINA STRAWBERRY TREE

· BAY LAUREL

· PACIFIC WAX MYRTLE

· YEW PINE

· LONG LEAFED YELLOW WOOD

· CAROLINA CHERRY LAUREL

· BRISBANE BOX

· CALIFORNIA BAY LAUREL

2. CONTRACTOR SHALL INSTALL FOURTY (40) 5 GALLON VINES OR

BAMBOO ALONG THE NORTHERN FENCE IN AREAS INDICATED BY THE

COR.

· JAPANESE HONEYSUCKLE

· PURPLE TRAILING LANTANA

· BAMBOO (MATCH EXISTING SPECIES)

3. CONTRACTOR SHALL TRIM ALL TREES, SHRUBS, BAMBOO, ETC. UNDER

THE SUPERVISION OF A LICENSED ARBORIST AS NEEDED FOR FENCING

INSTALLATION AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. VEGETATION REMOVAL REQUIRED FOR FENCING INSTALLATION ON

PRIVATE PROPERTY SHALL BE APPROVED BY THE COR PRIOR TO

DEMOLITION.

5. DOUBLE ROWS OF FENCING EXIST (CHAIN LINK, METAL & WOODEN).

CONTRACTOR SHALL REMOVE ALL ROWS AT NO ADDITIONAL COST TO

THE GOVERNMENT.

6. CONTRACTOR SHALL REMOVE ALL ASSOCIATED CONCRETE FOOTERS,

BLOCK WALLS, RETAINING WALLS, MOW CURBS ETC. REQUIRED FOR

NEW FENCING INSTALLATION.

7. CONTRACTOR SHALL RELOCATE/REPLACE ALL NEIGHBORING

IRRIGATION, POOL EQUIPMENT, ELECTRICAL PANELS AS REQUIRED

FOR NEW FENCING INSTALLATION

8. CONTRACTOR SHALL REPAIR ALL DAMAGED TURF WITH IMPORTED

SOIL AND SOD PER TURF RENOVATION SPECIES TO THE SATISFACTION

OF THE COR AT NO ADDITIONAL COST TO THE GOVERNMENT. MODIFY

ALL IMPACTED IRRIGATION HEADS AS DIRECTED BY COR.

CONTRACTOR SHALL ONLY DEMO

THE CEMETERIES CHAIN LINK

FENCING ALONG THIS PROPERTY

LINE. OTHER FENCING TO REMAIN.

CONTRACTOR SHALL ONLY DEMO

THE CEMETERIES CHAIN LINK

FENCING ALONG THIS PROPERTY

LINE. OTHER FENCING TO REMAIN

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

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VICINITY MAP

NOT TO SCALE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

ENLARGED DEMOLITION PLAN -

NORTHERN FENCING PHOTOGRAPHS

(OPTION 2)

CD411

AOI

SCALE: NTS

IMAGE 8F1 SCALE: NTS

IMAGE 9F3 SCALE: NTS

IMAGE 10F5 SCALE: NTS

IMAGE 11F7 SCALE: NTS

IMAGE 12F9

SCALE: NTS

IMAGE 1B3 SCALE: NTS

IMAGE 2B5 SCALE: NTS

IMAGE 3B7 SCALE: NTS

IMAGE 4B9

SCALE: NTS

IMAGE 5D2 SCALE: NTS

IMAGE 6D5 SCALE: NTS

IMAGE 7D8

POOL SUPPLY LINES

ELECTRICAL

MOUNTED TO

FENCING

DOUBLE ROW

FENCING

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

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BU

ILD

IN

G

37" 25" 18" 20" 32" 19"

31"

33"

40"

26" 19" 14" 27" 29"

24"X

STA:111+00

STA:111+50 ST

A:

2+

ST

A:

2+

ST

A:

3+

ST

A:

3+

ST

A:

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A:

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A:

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A:

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A:

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A:

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A:

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A:

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24"

ST

A:

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ST

A:

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ST

A:

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ST

A:

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ST

A:

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A:

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A:

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A:

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43"

14" 15"

19"

STA:132+48ST

A:

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ST

A:

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A:

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A:

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A:

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A:

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A:

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A:

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A:

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A:

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A:

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A:

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37"

X X X X X

ST

A:

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ST

A:

0+

ST

A:

1+

ST

A:

1+

STA:112+00

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

0 20 40

1 INCH = 20 FEET

VICINITY MAP

NOT TO SCALE

KEYED NOTES

AOI

1. REMOVE EXISTING 8' ORNAMENTAL FENCING AND

CONCRETE FOOTINGS FULL DEPTH, SEE GENERAL

NOTES THIS SHEET.

2. REMOVE EXISTING CHAIN LIKE FENCING AND CONCRETE

FOOTINGS FULL DEPTH, SEE GENERAL NOTES THIS

SHEET.

3. SAW CUT AND REMOVE EXISTING MOW CURB.

4. REMOVE EXISTING MULCH BETWEEN EXISTING MOW

CURB AND ORNAMENTAL FENCING BACK TO NATURAL

GRADE.

GENERAL NOTES:

1. CONTRACTOR SHALL TRIM THREE (3) TREES UNDER THE SUPERVISION OF A LICENSED

ARBORIST AS NEEDED FOR FENCING INSTALLATION AT NO ADDITIONAL COST TO THE

GOVERNMENT.

2. CONTRACTOR SHALL REMOVE AND DISPOSE OF THREE (3) TREES AND ASSOCIATED STUMPS

AND ROOTS.

2.1. CONTRACTOR SHALL FLAG ALL TREES TO BE REMOVED FOR APPROVAL OF THE COR PRIOR

TO REMOVAL.

3. CONTRACTOR SHALL REMOVE AND DISPOSE OF THREE (3) STUMPS AND ASSOCIATED ROOTS.

4. CONTRACTOR SHALL REMOVE AND REPLACE SEVEN (7) INSTANCES OF CONCRETE MOW CURB

THAT IS NON-LINEAR DUE TO IRRIGATION HEADS.

5. CONTRACTOR SHALL PRESERVE AND PROTECT THE EXISTING CONCRETE COLUMNS.

6. CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE CONCRETE COLUMNS CAUSED BY THE

REMOVAL OF THE ORNAMENTAL FENCING TO THE SATISFACTION OF THE COR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

7. CONTRACTOR SHALL INSTALL TEMPORARY FENCING AFTER THE REMOVAL OF THE EXISTING

FENCING AND SHALL REMAIN IN PLACE UNTIL THE COMPLETION OF THE NEW FENCING TO

MAINTAIN CEMETERY SECURITY.

8. SEE LANDSCAPE PLANS FOR ADDITIONAL DEMOLITION.

M

AT

C H

LI

N

E

ST

A:

+7

SCALE: 1"=20'

STA: 125+25 TO 132+48F5

ENLARGED DEMOLITION PLAN -

WESTERN ORNAMENTAL FENCING

(OPTION 3)

CD412

LEGEND AND SYMBOLS

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

EX. CURB & GUTTER

EX. SIDEWALK

EX. TREE (TYP.)

EX. STORM OR UTILITY MANHOLE

EX. WATER / IRRIGATION BOX

EX. ORNAMENTAL FENCING

EX. RETAINING WALL

EX. SECTION MARKER / SIGN POST

DEMO CMU STORAGE BIN

EX. GRAVEL DRIVE

DEMO GRAVEL DRIVE

EX. CHAIN LINK FENCING

DEMO CHAIN LINK FENCING

DEMO ORNAMENTAL FENCING

SAW CUT ASPHALT

FULL DEPTH ASPHLAT REMOVAL

CONCRETE CANAL REMOVAL

X

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

PROPERTY LINE

EX. WOODEN FENCING

DEMO WOODEN FENCING

M

AT

C H

LI

N

E

ST

A:

+7

M

AT

C H

LI

N

E

ST

A:

+2

M

AT

C H

LI

N

E

ST

A:

+2

SCALE: 1"=20'

STA:117+75 TO 125+25D5

SCALE: 1"=20'

STA: 112+00 TO 117+75C5

SCALE: 1"=20'

STA: 110+00 TO 112+00A5

M

AT

C H

LI

N

E

ST

A:

+0

MATCHLINE STA: 112+00

4 4

3 TYP.

TYP.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

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M

23" 26" 32" 20" 25" 24" 26" 26" 28" 15" 26" 22"22"22"

ST

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23" 17" 24" 23" 18" 18" 19" 18" 28" 18"22"

STA:153+67

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

0 20 40

1 INCH = 20 FEET

VICINITY MAP

NOT TO SCALE

KEYED NOTES

AOI

SCALE: 1"=20'

STA: 146+50 TO 153+67B5

ENLARGED DEMOLITION PLAN -

WESTERN ORNAMENTAL FENCING

(OPTION 3)

CD413

LEGEND AND SYMBOLS

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

EX. CURB & GUTTER

EX. SIDEWALK

EX. TREE (TYP.)

EX. STORM OR UTILITY MANHOLE

EX. WATER / IRRIGATION BOX

EX. ORNAMENTAL FENCING

EX. RETAINING WALL

EX. SECTION MARKER / SIGN POST

DEMO CMU STORAGE BIN

EX. GRAVEL DRIVE

DEMO GRAVEL DRIVE

EX. CHAIN LINK FENCING

DEMO CHAIN LINK FENCING

DEMO ORNAMENTAL FENCING

SAW CUT ASPHALT

FULL DEPTH ASPHLAT REMOVAL

CONCRETE CANAL REMOVAL

X

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

PROPERTY LINE

EX. WOODEN FENCING

DEMO WOODEN FENCING

1. REMOVE EXISTING 8' ORNAMENTAL FENCING AND

CONCRETE FOOTINGS FULL DEPTH. SEE GENERAL

NOTES THIS SHEET.

GENERAL NOTES:

1. CONTRACTOR SHALL TRIM SIX (6) TREES UNDER THE

SUPERVISION OF A LICENSED ARBORIST AS NEEDED

FOR FENCING INSTALLATION AT NO ADDITIONAL COST

TO THE GOVERNMENT.

2. CONTRACTOR SHALL PRESERVE AND PROTECT THE

EXISTING CONCRETE COLUMNS.

3. CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE

CONCRETE COLUMNS CAUSED BY THE REMOVAL OF

THE ORNAMENTAL FENCING TO THE SATISFACTION OF

THE COR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

4. CONTRACTOR SHALL INSTALL TEMPORARY FENCING

AFTER THE REMOVAL OF THE ORNAMENTAL FENCING

AND SHALL REMAIN IN PLACE UNTIL THE COMPLETION

OF THE NEW FENCING TO MAINTAIN CEMETERY

SECURITY.

SCALE: 1"=20'

STA: 0+00 TO 146+50B5

M

AT

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LI

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E

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A:

+2

M

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A:

+2

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID PACKAGE

N/A

National Cemetery Administration

Design and Construction Service

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

56 Louis Prima Dr, Suite B, Covington, LA 70433

504.684.4408 Jordan Vandermeer

LOS ANGELES NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

Los Angeles, CA

898CM3036

N/A Project Director

09/08/2023Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 77

VCI Project Management Construction Management Engineering

SITE PLAN - ROADWAY REHABILITATION

(BASE BID)

C-101

0 150 300

1 INCH = 150 FEET

LEGEND AND SYMBOLS

EXISTING CURB & GUTTER

EXISTING SIDEWALK

EXISTING TREE

EXISTING MANHOLE

EX. WATER / IRRIGATION BOX

EXISTING FENCING

EXISTING WALLS

EX. SECTION MARKERS / SIGN POST

SEE SURVEY SHEETS FOR EXISTING CONDITIONS LEGEND

ROADWAY REPAIR NOTES:

1. CONTRACTOR SHALL SEAL ALL CRACKS GREATER

THAN 1/8" IN ALL EXISTING ASPHALT ROADWAYS AND

PARKING AREAS.

1.1. CRACKS MUST BE CLEAN AND DRY PRIOR TO THE

APPLICATION OF SEALANT.

1.2. CRACKS MUST BE CLEANED WITH OIL-FREE

COMPRESSED AIR AT A MINIMUM PRESSURE OF 90

PSI.

1.3. ALL CRACKS GREATER THAT 3/8" IN WIDTH SHALL

BE ROUTED PRIOR TO THE APPLICATION OF

SEALANT.

1.4. CONTRACTOR SHALL USE AN ASPHALT CRACK

TREATMENT THAT CONFORMS TO CALTRANS

SPECIFICATIONS CHAPTER 37-6.02B.

1.5. CONTRACTOR SHALL INSTALL THE SEALANT PER

CALTRANS SPECIFICATIONS CHAPTER 37-6.03.

2. CONTRACTOR SHALL FOG SEAL ALL EXISTING ASPHALT

ROADWAYS AND ASPHALT PARKING AREAS WITHIN THE

HISTORIC CEMETERY INCLUDING ANTIETAM AVE

EXTENSION.

2.1. CONTRACTOR SHALL REMOVE ALL STRIPING

PRIOR TO THE APPLICATION OF SEALANT.

2.1.1. CONTRACTOR SHALL RE-INSTALL STRIPING AT

THE CONCLUSION OF SEALING.

2.2. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM

ASPHALT PRIOR TO THE APPLICATION OF SEALANT.

2.3. FOG SEAL SHALL CONFORM TO CALTRANS

SPECIFICATIONS CHAPTER 37-4.

2.4. CONTRACTOR SHALL APPLY ASPHALTIC

EMULSIONS FOR FOG SEAL AT A RESIDUAL

ASPHALT RATE OF 0.05 GAL/SQ YD MINIMUM.

SHILOH DR.

ANTIETAM AVE.

APPOMOTTOX DR

SAN JUAN HILL AVE.

BUENA VISTA AVE.

AMIENS AVE.

BELLEAU WOOD DR.

LOOKOUT DR.

GETTYSBURG AVE.

SOISSONS AVE

ARGONNE AVE.

SANTIAGO DR.

GETTYSBURG AVE.

SANTIAGO DR.

MEUSE AVE

SAINT MIHIEL AVE.

MARNE AVE.

CONSTITUTION AVE.

CHATEAU THIERRY AVE.

TOUL AVE.

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

04/21/2023

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AutoCAD SHX Text 11"

AutoCAD SHX Text 43"

AutoCAD SHX Text 16"

AutoCAD SHX Text 14"

AutoCAD SHX Text 27"

AutoCAD SHX Text 29"

AutoCAD SHX Text 24"

AutoCAD SHX Text 15"

AutoCAD SHX Text 20"

AutoCAD SHX Text 17"

AutoCAD SHX Text 19"

AutoCAD SHX Text 25"

AutoCAD SHX Text 14"

AutoCAD SHX Text 31"

AutoCAD SHX Text 22"

AutoCAD SHX Text 18"

AutoCAD SHX Text 22"

AutoCAD SHX Text 17"

AutoCAD SHX Text 19"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 13"

AutoCAD SHX Text 9"

AutoCAD SHX Text 10"

AutoCAD SHX Text 13"

AutoCAD SHX Text 23"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 18"

AutoCAD SHX Text 16"

AutoCAD SHX Text 16"

AutoCAD SHX Text 10"

AutoCAD SHX Text 13"

AutoCAD SHX Text 34"

AutoCAD SHX Text 19"

AutoCAD SHX Text 14"

AutoCAD SHX Text 20"

AutoCAD SHX Text 15"

AutoCAD SHX Text 14"

AutoCAD SHX Text 15"

AutoCAD SHX Text 12"

AutoCAD SHX Text 38"

AutoCAD SHX Text 15"

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 17"

AutoCAD SHX Text 21"

AutoCAD SHX Text 13"

AutoCAD SHX Text 16"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 19"

AutoCAD SHX Text 10"

AutoCAD SHX Text 18"

AutoCAD SHX Text 11"

AutoCAD SHX Text 12"

AutoCAD SHX Text 13"

AutoCAD SHX Text 40"

AutoCAD SHX Text 48"

AutoCAD SHX Text 43"

AutoCAD SHX Text 48"

AutoCAD SHX Text 30"

AutoCAD SHX Text 18"

AutoCAD SHX Text 20"

AutoCAD SHX Text 26"

AutoCAD SHX Text 14"

AutoCAD SHX Text 15"

AutoCAD SHX Text 15"

AutoCAD SHX Text 15"

AutoCAD SHX Text 31"

AutoCAD SHX Text 58"

AutoCAD SHX Text 21"

AutoCAD SHX Text 25"

AutoCAD SHX Text 19"

AutoCAD SHX Text 23"

AutoCAD SHX Text 29"

AutoCAD SHX Text 16"

AutoCAD SHX Text 7"

AutoCAD SHX Text 16"

AutoCAD SHX Text 18"

AutoCAD SHX Text 32"

AutoCAD SHX Text 26"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 27"

AutoCAD SHX Text 34"

AutoCAD SHX Text 36"

AutoCAD SHX Text 17"

AutoCAD SHX Text 39"

AutoCAD SHX Text 8"

AutoCAD SHX Text 23"

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text 30"

AutoCAD SHX Text 16"

AutoCAD SHX Text 34"

AutoCAD SHX Text 41"

AutoCAD SHX Text 14"

AutoCAD SHX Text 15"

AutoCAD SHX Text 25"

AutoCAD SHX Text 27"

AutoCAD SHX Text 19"

AutoCAD SHX Text 9"

AutoCAD SHX Text 13"

AutoCAD SHX Text 18"

AutoCAD SHX Text 13"

AutoCAD SHX Text 30"

AutoCAD SHX Text 15"

AutoCAD SHX Text 23"

AutoCAD SHX Text 18"

AutoCAD SHX Text 23"

AutoCAD SHX Text 21"

AutoCAD SHX Text 19"

AutoCAD SHX Text 15"

AutoCAD SHX Text 16"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text 9"

AutoCAD SHX Text 10"

AutoCAD SHX Text 23"

AutoCAD SHX Text 15"

AutoCAD SHX Text 15"

AutoCAD SHX Text 11"

AutoCAD SHX Text 9"

AutoCAD SHX Text 18"

AutoCAD SHX Text 19"

AutoCAD SHX Text 23"

AutoCAD SHX Text 24"

AutoCAD SHX Text 30"

AutoCAD SHX Text 33"

AutoCAD SHX Text 31"

AutoCAD SHX Text 40"

AutoCAD SHX Text 31"

AutoCAD SHX Text 55"

AutoCAD SHX Text 29"

AutoCAD SHX Text 39"

AutoCAD SHX Text 39"

AutoCAD SHX Text 29"

AutoCAD SHX Text 37"

AutoCAD SHX Text 24"

AutoCAD SHX Text 18"

AutoCAD SHX Text 33"

AutoCAD SHX Text 32"

AutoCAD SHX Text 42"

AutoCAD SHX Text 27"

AutoCAD SHX Text 29"

AutoCAD SHX Text 29"

AutoCAD SHX Text 25"

AutoCAD SHX Text 27"

AutoCAD SHX Text 39"

AutoCAD SHX Text 18"

AutoCAD SHX Text 24"

AutoCAD SHX Text 20"

AutoCAD SHX Text 28"

AutoCAD SHX Text 19"

AutoCAD SHX Text 15"

AutoCAD SHX Text 32"

AutoCAD SHX Text 24"

AutoCAD SHX Text 39"

AutoCAD SHX Text 70"

AutoCAD SHX Text 36"

AutoCAD SHX Text 47"

AutoCAD SHX Text 25"

AutoCAD SHX Text 32"

AutoCAD SHX Text 25"

AutoCAD SHX Text 42"

AutoCAD SHX Text 17"

AutoCAD SHX Text 52"

AutoCAD SHX Text 38"

AutoCAD SHX Text 28"

AutoCAD SHX Text 25"

AutoCAD SHX Text 42"

AutoCAD SHX Text 23"

AutoCAD SHX Text 23"

AutoCAD SHX Text 30"

AutoCAD SHX Text 42"

AutoCAD SHX Text 21"

AutoCAD SHX Text 27"

AutoCAD SHX Text 24"

AutoCAD SHX Text 19"

AutoCAD SHX Text 32"

AutoCAD SHX Text 37"

AutoCAD SHX Text 35"

AutoCAD SHX Text 21"

AutoCAD SHX Text 32"

AutoCAD SHX Text 35"

AutoCAD SHX Text 42"

AutoCAD SHX Text 16"

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 16"

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text 17"

AutoCAD SHX Text 14"

AutoCAD SHX Text 14"

AutoCAD SHX Text 19"

AutoCAD SHX Text 8"

AutoCAD SHX Text 9"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text 9"

AutoCAD SHX Text 46"

AutoCAD SHX Text 41"

AutoCAD SHX Text 33"

AutoCAD SHX Text 31"

AutoCAD SHX Text 26"

AutoCAD SHX Text 34"

AutoCAD SHX Text 37"

AutoCAD SHX Text 46"

AutoCAD SHX Text 37"

AutoCAD SHX Text 43"

AutoCAD SHX Text 45"

AutoCAD SHX Text 44"

AutoCAD SHX Text 40"

AutoCAD SHX Text 49"

AutoCAD SHX Text 46"

AutoCAD SHX Text 19"

AutoCAD SHX Text 17"

AutoCAD SHX Text 16"

AutoCAD SHX Text 16"

AutoCAD SHX Text 18"

AutoCAD SHX Text 15"

AutoCAD SHX Text 18"

AutoCAD SHX Text 17"

AutoCAD SHX Text 23"

AutoCAD SHX Text 14"

AutoCAD SHX Text 16"

AutoCAD SHX Text 19"

AutoCAD SHX Text 24"

AutoCAD SHX Text 16"

AutoCAD SHX Text 27"

AutoCAD SHX Text 24"

AutoCAD SHX Text 20"

AutoCAD SHX Text 18"

AutoCAD SHX Text 18"

AutoCAD SHX Text 21"

AutoCAD SHX Text 24"

AutoCAD SHX Text 26"

AutoCAD SHX Text 23"

AutoCAD SHX Text 17"

AutoCAD SHX Text 16"

AutoCAD SHX Text 41"

AutoCAD SHX Text 42"

AutoCAD SHX Text 43"

AutoCAD SHX Text 44"

AutoCAD SHX Text 24"

AutoCAD SHX Text 18"

AutoCAD SHX Text 27"

AutoCAD SHX Text 4"

AutoCAD SHX Text 17"

AutoCAD SHX Text 19"

AutoCAD SHX Text 14"

AutoCAD SHX Text 18"

AutoCAD SHX Text 18"

AutoCAD SHX Text 18"

AutoCAD SHX Text 16"

AutoCAD SHX Text 18"

AutoCAD SHX Text 14"

AutoCAD SHX Text 40"

AutoCAD SHX Text 34"

AutoCAD SHX Text 42"

AutoCAD SHX Text 37"

AutoCAD SHX Text 37"

AutoCAD SHX Text 31"

AutoCAD SHX Text 29"

AutoCAD SHX Text 47"

AutoCAD SHX Text 32"

AutoCAD SHX Text 36"

AutoCAD SHX Text 42"

AutoCAD SHX Text 41"

AutoCAD SHX Text 23"

AutoCAD SHX Text 38"

AutoCAD SHX Text 39"

AutoCAD SHX Text 39"

AutoCAD SHX Text 41"

AutoCAD SHX Text 40"

AutoCAD SHX Text 38"

AutoCAD SHX Text 42"

AutoCAD SHX Text 46"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 7"

AutoCAD SHX Text 17"

AutoCAD SHX Text 21"

AutoCAD SHX Text 15"

AutoCAD SHX Text 14"

AutoCAD SHX Text 18"

AutoCAD SHX Text 15"

AutoCAD SHX Text 15"

AutoCAD SHX Text 17"

AutoCAD SHX Text 14"

AutoCAD SHX Text 15"

AutoCAD SHX Text 29"

AutoCAD SHX Text 12"

AutoCAD SHX Text 16"

AutoCAD SHX Text 33"

AutoCAD SHX Text 17"

AutoCAD SHX Text 27"

AutoCAD SHX Text 37"

AutoCAD SHX Text 9"

AutoCAD SHX Text 12"

AutoCAD SHX Text 16"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX…

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