S02 - 824IC3005 Bid Dwgs Woodlawn Bk05.pdf

PDF 10 MB Posted Jul 21, 2020

Attached to: Z1QA--Facility Renovations at the Woodlawn and Bath National Cemeteries.
Solicitation number: 36c78620b0009
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity for facility renovations and improvements at two national cemeteries. The solicitation number is 36c78620b0009 and seeks bids for renovations at the Woodlawn and Bath National Cemeteries. The work includes facility improvements and repairs. The contracting agency is the Department of Veterans Affairs National Cemetery Administration. The solicitation describes the opportunity type as a bid for renovations and provides the name and location of the national cemeteries that will receive improvements. Relevant documentation is available in an attached file with drawings of the planned work at Woodlawn Cemetery.

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Other files

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S06 - A0003 - Amendment.docx	DOCX document	Aug 25, 2020
S06 - HazMat Information - WB.pdf	PDF	Aug 25, 2020
S06 - Amendment 0002.docx	DOCX document	Aug 20, 2020
A2 - Pre-Bid Walk-Thru Sign In Sheet.PDF	PDF	Aug 12, 2020
A1 - 803IC3015 Bid Dwgs Bath Bk02A.pdf	PDF	Aug 12, 2020
S05 - Amendment 0001.docx	DOCX document	Aug 12, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk09.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk05.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 - Geotechnical Report - Woodlawn.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk02.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk12.pdf	PDF	Jul 21, 2020
S02 - Scope of Work Final - Woodlawn-Bath.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Specs Bath Bk.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk03.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk01.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk13.pdf	PDF	Jul 21, 2020
ATTACHMENT 05 - Cost Estimate Worksheet - WB.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk03.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk06.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk07.pdf	PDF	Jul 21, 2020
P07 - WD - NY20200005 - Woodlawn NC.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk10.pdf	PDF	Jul 21, 2020
S02 - 36C786-20-B-0009 - Solicitation.pdf	PDF	Jul 21, 2020
P07 - WD - NY20200048 - Bath NC.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 - Geotechnical Report - Bath.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk01.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Specs Woodlawn Bk.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk04.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk02.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk07.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk06.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk08.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk11.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk04.pdf	PDF	Jul 21, 2020

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1 ASPHALT PAVING

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

TOP COURSE NYSDOT SECTION 402

FOR TYPE 12.5 F2 TOP COURSE HMA,

ITEM NO. 402.12720

1' -0

" COMPACTED AGGREGATE BASE

COURSE; NYSDOT SECTION 304 FOR

TYPE 2 SUBBASE COURSE, ITEM NO.

304.12

SEPARATION GEOTEXTILE; MIRAFI HP270

OR EQUAL AS APPROVED BY COR

NOTES:

1. REFER TO SPECIFICATIONS AND GEOTECHNICAL REPORT FOR SITE PREPARATION AND PAVEMENT DRAINAGE

REQUIREMENTS.

31 2" 11 2"

BINDER COURSE; NYSDOT SECTION

402 FOR TYPE 19 F9 BINDER COURSE

HMA, ITEM NO. 402.197902

COMPACTED SUITABLE SUBGRADE

3 WHEELSTOP

3/4" = 1'-0"

6'-0"

#5 x 3'-0" REBAR

(TYP.)

61 2"

1" Ø HOLE

(TYP.)

8" TOOLED EDGE

(TYP.)

1'-0" 1'-6" 1'-0" 1'-6" 1'-0"

2 #3 BARS

PRECAST CONCRETE PARKING

BUMPER; WET CAST

8" 4" 21 2"

2 ASPHALT OVERLAY

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

TACK COAT

COMPACTED AGGREGATE BASE COURSE;

NYSDOT SECTION 304 FOR TYPE 2

SUBBASE COURSE, ITEM NO. 304.12

NOTES:

1. MEET ADJACENT EXISTING PAVEMENT FLUSH.

2. MILL ADDITIONAL DEPTH AND/OR INSTALL TOP COURSE GREATER THAN 2" AS NECESSARY TO ENSURE A SMOOTH

PAVEMENT TIE-IN & PRECLUDE FORMATION OF FALSE GUTTERS

3. WHERE MILLING EXPOSES ISOLATED AREAS OF MEDIUM TO HIGH SEVERITY OF CRACKING OR OTHER DISTRESS, OR

DESTABILIZES EXISTING BINDER AND/OR BASE COURSE, SAWCUT TO FORM RECTANGULAR PERIMETERS & REPLACE

WITH FULL-DEPTH ASPHALT PAVING PER 1/CP-201.

4. CLEAN AND REMOVE ALL LOOSE MATERIAL AND DEBRIS FROM MILLED SURFACES & SAWCUT EDGES PRIOR TO

APPLYING TACK COAT.

2" M

EXISTING BINDER COURSE

TOP COURSE ; MATCH 1/CP-201

SAWCUT MILLED EDGE TO PROVIDE

A NEAT, TRUE 90° EDGE

4 ACCESSIBLE PARKING ICON

3/4" = 1'-0"

NOTES:

1. PROVIDE PAINT PER 32 17 23 PAVEMENT MARKINGS.

3' -1

3'-4"

3' -3

2'-7"

NYSDOT 39-INCH STENCILED

ACCESSIBLE PARKING ICON; WHITE

BACKGROUND; PMS 293C BLUE

5 CURB

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

#4 BAR, CONTINUOUS

(TYP.)

NOTES:

1. VERIFY MATCH TO EXISTING ADJACENT CURB. *ADJUST INDICATED DIMENSIONS AND BATTER AS NECESSARY.

2. PROVIDE 4000 PSI COMPRESSIVE STRENGTH.

3. PROVIDE 18" WIDE TOOLED CONTROL JOINTS UNIFORMLY SPACED NOT TO EXCEED 15'. ALIGN TO ADJACENT SIDEWALK

WHERE APPLICABLE.

4. PROVIDE 12" EXPANSION JOINTS UNIFORMLY SPACE NOT TO EXCEED 20' O.C. ALIGN TO ADJACENT SIDEWALK WHERE

APPLICABLE. PROVIDE 12" PREFORMED EXPANSION JOINT FILLER, RECESSED 14" FROM TOP & FACE OF CURB.

5. APPLY 3

16" RADIUS TO EXPOSED EDGES AND HAND-TOOLED JOINTS.

6. FINISH WITH A STEEL TROWEL OR FINE BRUSH ALONG LENGTH OF CURB. USE ONLY NEW, CLEAN FINISHING TOOLS.

7. SAWCUT AND REMOVE ADJACENT EXISTING PAVEMENT AS NECESSARY AND APPROVED BY COR. REPAIR IN

ACCORDANCE W/ 1/CP-201.

*R 2"

1' -4

COMPACTED AGGREGATE BASE COURSE;

NYSDOT SECTION 304 FOR TYPE 2

SUBBASE COURSE, ITEM NO. 304.12

COMPACTED SUBGRADE

ADJACENT PAVING

CIP CONCRETE

4" (T

CP-201CP-201

ASPHALT PAVING

(SIM.)

1'-0"

SEPARATION GEOTEXTILE; MIRAFI HP270

OR EQUAL AS APPROVED BY COR

*8"

*1 4"

6 CURB TRANSITION

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

3'-6" 6" 5

CP-201CP-201

CURB

(SIM.)

ADJACENT

CURBTRANSITION

NOTES:

1. PROVIDE TRANSITION WHERE FLUSH CURB MEETS STANDARD CURB.

1' -0

LS-201LS 201

EXPANSION JOINT

(SIM.)

CP-201CCCCCCCP-201CCCCCCCC

7 FLUSH CURB

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

*8"

1' -0

R1 4"

CP-201CP-201

CURB

(SIM.)

CURB TRANSITION

(BEYOND)

NOTES:

1. FOR ADJACENT CONCRETE SIDEWALK & DETECTABLE WARNING, REFER TO LS-201.

3" (T

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

BJ; IL BJ; TJ

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

PAVING DETAILS

CP-201

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W o o d la w n

F a c

R e n

C a d d o c s

C P

P a v in g d e ts .d w g

P M T D

S td D W G

T o

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LS-201

CONCRETE PAVING

HEAVY DUTY

LS-202LS-202

FLOWER WATERING

STATION

LS-201LS-201

CONCRETE PAVING

TYPICAL

LS-201LS 201

CONCRETE JOINTING

CONTROL JOINT

REFER TO FENCE REPAIR TABLE, LS-212

LS-204LS-204

GATE 1

LS-201LS-201

AGGREGATE SURFACING

PLANTING; REFER TO LP- PLANS

STRUCTURAL SLAB; REFER TO Sx PLANS

LS-201LS-201

CONCRETE JOINTING

EXPANSION JOINT

LS-201LS-201

CONCRETE PAVING

TEMPORARY

LS-201LS-201

TEMPORARY AGGREGATE BASE

LIMITS OF WORK, UNFENCED

REFER TO 010002 & COR'S DIRECTION

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

LIMITS OF WORK W/ CONSTRUCTION FENCE

REFER TO 010002 & COR'S DIRECTION

5'-0"

R3'-0"

(TYP.)

LS-111LS-111

LAYOUT ENLARGEMENT 2

STST

STSTSTST

STST

STSTSTST

STST

STSTSS STST STST STST STSTSTST STST STST STST STSTSTST

STST

WW WWWW WW WW WW WW WW WW WW WWWWWW WW WW WWWW WW WW

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WWWWWW

WWWW

WWWWWW

(T(T

WWWW

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WWWW

WWWWWWWW

WWW

WWWWW

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WWWWWW

WWW|

WWWW

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SSSSSSSSSSSSSS

TTTTTTTTTTTTTTTTTT

STSTSTSTSSSTSTSSSTSTSTST

STSTTTSTSTSTSTTSSSTSTSSSTSTSTSTT

STSTSTSTSTSTSTSTSTSTSTST

STSTSTSTSTSTSTSTSTST

STSTSTSTSTSTSTSTSTSTSTST

STSTSTSTSTSTSTSTSTST

TTSSSTSSTSTSSSSTTSSSTSTSTSSSSTTSSSSTTTTSSST

SSSSSSSSSSSSSS

WWWWWWWW

WWW

WWWW

WWWWW

WWWWWWWWWWWWWWW

8748748888778888888888877777777777777448748748888788888 44444

73733333333878788777887777

1" PEX WATER TUBE

PROVIDE 48" MIN. DEPTH OF COVER

MAINTAIN NOT LESS THAN 12" CLEARANCE BTW WALK & HEADSTONES;

DEMONSTRATE PROPOSED EDGES OF ENTIRE SIDEWALK W/ STRING LINE FOR

COR'S REVIEW AND APPROVAL PRIOR TO INSTALLING FORMS; PERFORM ALL

WORK RELATED TO THIS SIDEWALK IN PRESENCE OF CEMETERY DIRECTOR &

COR; PROVIDE NOT LESS THAN SEVEN DAYS NOTICE.

WARNING: SIDEWALK MAY BE ABOVE EXISTING GRAVES. DO NOTOTT

OVER-EXCAVATE. ENCOUNTERING A CASKET OR OTHER REMAINS MAYIN

NECESSITATE IMMEDIATE PAUSE AND REASSESSMENT OF SIDEWALK WORK.KKWE

FOLLOW CEMETERY DIRECTOR'S DIRECTION.

6'-6" ||

0 10 20 40 60

MATCHLINE SHEET LS-102

SITE DEVELOPMENT PLAN

LS-101

MATCHLINE SHEET LS-102

LEGEND

NOTES

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

BJ; IL BJ; TJ

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

G .0 .1

W o o d la w n

F a c

R e n

C a d d o c s

L S S it e d e v p la n .d w g

P M T D

S td D W G

T o

P D F .p

LS-201

CONCRETE PAVING

HEAVY DUTY

LS-202LS-202

FLOWER WATERING

STATION

LS-201LS-201

CONCRETE PAVING

TYPICAL

LS-201LS 201

CONCRETE JOINTING

CONTROL JOINT

REFER TO FENCE REPAIR TABLE, LS-212

LS-204LS-204

GATE 1

LS-201LS-201

AGGREGATE SURFACING

PLANTING; REFER TO LP- PLANS

STRUCTURAL SLAB; REFER TO Sx PLANS

LS-201LS-201

CONCRETE JOINTING

EXPANSION JOINT

LS-201LS-201

CONCRETE PAVING

TEMPORARY

LS-201LS-201

TEMPORARY AGGREGATE BASE

LIMITS OF WORK, UNFENCED

REFER TO 010002 & COR'S DIRECTION

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

LIMITS OF WORK W/ CONSTRUCTION FENCE

REFER TO 010002 & COR'S DIRECTIONE1

6'-6"

LS-111LS-111

LAYOUT ENLARGEMENT 2

LS-111LS-111

LAYOUT ENLARGEMENT 1

T T

E E E

E EEEE

GASGAS

STST

STSTT

STST

STST STST STST STSTSTSTSTST STST STST STSTTT STST STST STST STST STST STST STST STST TTTTSTSTTSTT STST STST STST STST STST STST STST STST STST STST STST STST STST STST STST STST

STST

STSTSTST

STST

WWW

WWWW

GASGASSS

SASANN

SAN

SANSANGAGAGAGAGAGAGASS SANSANSANSAN SANSAN NNSASANNANN SANSAN SANSAN SSSANSANSAS SANSAN SANSAN SANSAN SANSAN SANSAN

SANSAN SANSAN SANSAN

SAN

ANAN

SAN

SANNNNNNNNN

SAN

SSASAA

GASGAS GASGAS GASGAS GAGAASASGAGA GASGAS SSGASGAGG

WWWWWW WWWWWWWWWW WW WW

STST STST STST

SASA

ASAS

GASS

STSTSTSTSSSSSSSSTTTTTTTTTTTTTTT

WWW ANAN

WWWW

WWW NN

SSSSSSSSSSSSSSSSSS

STSTSTSTSTSTSTSTSTTSTST

STSTSTSTSTSTSTSTSTSTSTST

STSTSTSTSTSTSTSTSTT

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STSTSTSTTTTTSTST

SSASASSSSSSSSSASA

STSSTSTST

EEEEEEE

SSSSSSS

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SASA

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SSSAS

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TTTTTTTTTTT TTTT

99779988777 99999778787877 9797979888888888

88888888888888

ASSSS

ANAN

SANSANSANNSSSAASSSS NNNN

W WWWW

WWWW NNNN

G A

A SS

G A

GGGG

GG SASA

CCC CC

STSSSSS

87474

1" PEX WATER TUBEBE1 WX

PROVIDE 48" MIN. DEPTH OF COVERMINDE 48OR

WW CONNECT NEW WATER PIPE TO EXISTINGEE TO EEEPEE EXISEECECNNO CTCC NNECTNECON

SERVICE; PROVIDE VALVE BOX, SERVICE

VALVE & BACKFLOW PREVENTER

0 10 20 40 60

MATCHLINE SHEET LS-101

SITE DEVELOPMENT PLAN

LS-102

MATCHLINE SHEET LS-101 LEGEND

NOTES

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

BJ; IL BJ; TJ

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

G .0 .1

W o o d la w n

F a c

R e n

C a d d o c s

L S S it e d e v p la n .d w g

P M T D

S td D W G

T o

P D F .p

LIMITS OF WORK, UNFENCED

REFER TO 010002 & COR'S DIRECTION

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

LIMITS OF WORK W/ CONSTRUCTION FENCE

REFER TO 010002 & COR'S DIRECTION

5'-0"

'-6

16'-0" 30'-0" VIF

LS-112LS-112

LAYOUT ENLARGEMENT 3

LS-112LS-112

LAYOUT ENLARGEMENT 4

COORDINATE ALL WORK THIS AREA

W/ COR AND CEMETERY DIRECTOR

T T

E E E

E EEE

Y DIRECTO

GASGAS

STST

STSSTSTTTTT

STST

WWW

GASGASSS

SAN

SANSANGAGAGAGAGAGAGASS SANSANSASASANSA SANSAN SANSAN SANSAN SANSAN SANSANSSSS SANSAN SANSAN SANSAN SANSAN SANSAN

SANSAN SANSAN SANSAN

SAN

SASAA

GASGAS GASGAS GASGAS GASASGAGAGAGA GASGAS SSGASGAG

WWWWWW WWWWWWWWWW WW WW

STST STST STST

SAA

ASAS

ASTTTTA

B BB

STSSTSTSSSSSTTTTTTTTT

WWW

WWWW

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*P1

BBB

TT BB

SSSSASASSSSSSSSSASA

*P1111PP

STSSTSTT

EEEEEE

SSSSS

EEE

SSSS

TTTTTTTTTT TTTT

SSBBB SS

ANN

SANSANANNSSAASSSS

W WWWW

WW NN

*P2P2P2

G A

A SS

G A

AAA

GG SASA

CCCC CC

1' -0

4' -0

"0"

'-4

1' -0

'-5-5

1 2" 1'

-0

.) 1'-0"

(TYP.)

12'-0"12' 0"'-2'-

±5 '-7

5' -0

4'-0"3'-3"

5' -0

6' -0

SSSTSTS0404

1' -6

6' -4

±8'-0"±8

±5 '-0

5'-6" 1'-6"""

5'-0"

2' -5

5""

1'-0"

(TYP.)

R6"6"

EXISTING FUEL SHUT-OFF TO REMAIN;

CONNECT TO NEW FUEL PUMPLTO

CONTROL WIRES; REFER TO E-x PLANS

T 9""

9'-0"

5' -0

SAA

ALIGN

ANAN

12(TYP.)

(TYP.)

FLUSH CURB; REFER TO

CP-x PLANS

CURB; REFER TO CP-x

PLANS

CURB; REFER TO CP-xE

PLANS

R10'-5"

13'-6"

'-6

R5'-0"

PROTECT EXISTING MEMORIAL

AND SIGN AS APPROVED BY COR

±2 '-6

*P1P

6' ±2

*P1 *P1

AAAAAAAAAA

LS-202LS-202

GETTYSBURG TABLET08

LS-201LS-201

CONCRETE PAVING

HEAVY DUTY

LS-201LS-201

CONCRETE PAVING

TYPICAL

LS-201LS-201

CONCRETE JOINTING

CONTROL JOINT

*P2P1 5

LS-201LS-201

DETECTABLE WARNING PLATE

LS-203LS-203

BOLLARDB

LS-201LS-201

AGGREGATE SURFACING

PLANTING; REFER TO LP- PLANS

STRUCTURAL SLAB; REFER TO Sx PLANS

LS-201LS-201

CONCRETE JOINTING

EXPANSION JOINT

LS-201LS-201

CONCRETE PAVING

TEMPORARY

AMERICAN FLAG POLE; REFINISH W/ X2 PAINT

PER PRODUCT SCHEDULE, 1/LS-211 & 099100

LS-202LS-202

FUEL TANK

LS-203LS-203

HAND RAIL

STAIR 1

LS-201LS-201

ACCESSIBLE RAMP

LS-204LS-204

SCREEN FENCE

LS-204LS-204

GATE 209

* DENOTES MULTIPLE ADJACENT UNITS

LS-201LS-201

TEMPORARY AGGREGATE BASE

LS-201LS-201

MOW STRIP03

LS-202LS-202

SPILL KIT07

LIMIT OF FOOTING OR TURNDOWN SLAB,

BELOW11

DIG TEST PIT TO DETERMINE POTENTIAL

UTILITY CROSSING CONDITION12

0 5 10 20 30

SITE DEVOLPMENT PLAN

ENLARGEMENTS

LS-111

2 LAYOUT ENLARGEMENT 2

1"=10' 1 LAYOUT ENLARGEMENT 1

1"=10'

NOTES:

1. COORDINATE THE SCHEDULE, EXTENT, AND MEANS & METHODS OF ALL WORK THIS DETAIL WITH CEMETERY

DIRECTOR AND COR NOT LESS THAN TEN DAYS PRIOR TO WORK. REVIEW SCHEDULE WITH CEMETERY DIRECTOR

AND COR 3 DAYS AND 1 DAY PRIOR TO WORK AND SHOULD ANY POTENTIAL CHANGE ARISE.

2. PROVIDE ADDITIONAL/ALTERNATE BARRICADES AND FLAGGERS AS REQUESTED BY COR.

3. PERFORM ALL WORK THIS DETAIL IN THE PRESENCE OF COR.

LEGEND

NOTES

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

BJ; IL BJ; TJ

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

G .0 .1

W o o d la w n

F a c

R e n

C a d d o c s

L S S it e d e v e n la rg .d w g

P M T D

S td D W G

T o

P D F .p

LIMITS OF WORK, UNFENCED

REFER TO 010002 & COR'S DIRECTION

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

LIMITS OF WORK W/ CONSTRUCTION FENCE

REFER TO 010002 & COR'S DIRECTION

3'-6" 3'-6"

8' -0

31 2" 31 2"

3' -6

1' -6

2'-7"

1' -6

3' -8

31 2"

R3'-0"

R1'-6"

E E

STSTTTTT

STST

TTTT

2'-7"7'-61 2"

7'-0"4'-0"

1' -4

3' -0

1' -0

2' -0

-0

31 2"

STSTSSSS

6"6"

5' -0

33 44"

4" 3'-21

4" 3'-21 4" ±33

1' -0

71 2"

TTT1'

-8TT

TTTT

TTTTTTTTTTTTTTTTT

2' -4

-1 11 2"

33 4"" 2'

-2 1 4"

2' -2

1 4" 33 4"

2' -8

-8

2' -8

2'-102 1 4" 2'-101

4" 2'-101 4" 2'-101

R41 2"

R 3 4

R 3 4 "

LS-20333333333333333L

0 1.5 3 4.5

SITE DEVOLPMENT PLAN

ENLARGEMENTS

LS-112

2 LAYOUT ENLARGEMENT 4

3/4" = 1'-0" 1 LAYOUT ENLARGEMENT 3

3/4" = 1'-0"

LEGEND

NOTES

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

BJ; IL BJ; TJ

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

G .0 .1

W o o d la w n

F a c

R e n

C a d d o c s

L S S it e d e v e n la rg .d w g

P M T D

S td D W G

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P D F .p

File details come from the government source that posted it. Updated Jul 21, 2020.