S02 VA813-028 IGNC Phase 5 Drawing_Sheets 11-15.pdf

PDF 36 MB Posted Apr 21, 2022

Attached to: Indiantown Gap National Cemetery | Phase 5 Expansion Development
Solicitation number: 36C10F22R0030
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

View the file

Other files

File	Type	Posted
S06 A0003 RFI Updated Drawings.pdf	PDF	May 16, 2022
S05 ALL A0003 RFIs Complete .docx	DOCX document	May 16, 2022
S06 36C10F22R0030 A0003.pdf	PDF	May 16, 2022
S04 Pre-Proposal Conference - IGAP Phase 5 Presentation.pdf	PDF	May 12, 2022
S06 03 48 21 Precast Concrete Burial Crypts.pdf	PDF	May 12, 2022
S04 Pre-Proposal Conference Attendance Sheet.pdf	PDF	May 12, 2022
S06 PRICE-COST SCHEDULE Attachment.docx	DOCX document	May 12, 2022
S06 A0002 RFI Updated Drawings.pdf	PDF	May 12, 2022
S06 36C10F22R0030 A0002.pdf	PDF	May 12, 2022
S06 23 42 00 Dust Collector.pdf	PDF	May 12, 2022
S06 04 05 16 Masonry Grouting.pdf	PDF	May 12, 2022
S06 05 12 00 Structural Steel Framing.pdf	PDF	May 12, 2022
S06 23 36 00 Air Terminal Units.pdf	PDF	May 12, 2022
S06 Past Performance Questionnaire 36C10F22R0030.docx	DOCX document	Apr 22, 2022
S06 36C10F22R0030 A0001..pdf	PDF	Apr 22, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 124-151.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Specs_Divisions 00-33.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 63-96.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 292-302.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 152-291.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Specs_Appendix D2.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Specs_Appendix D5-H.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Specs_Appendix A-D1.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 16-23.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Specs_Appendix D4.pdf	PDF	Apr 21, 2022
S02 36C10F22R0030 F.pdf	PDF	Apr 21, 2022
S02 Pre-Proposal Inquiry (PPI) Form 36C10F22R0030.docx	DOCX document	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 24-39.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Specs_Appendix D3.pdf	PDF	Apr 21, 2022
S02 Wage Determination Davis-Bacon Act No. PA20220093.pdf	PDF	Apr 21, 2022
S02 PAST PERFORMANCE QUESTIONNAIRE SAMPLE.docx	DOCX document	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 40-62.pdf	PDF	Apr 21, 2022
S02 VAAR 852.219-77 VA Notice of Limitations on Subcontracting - Certificate of Compliance.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 97-123.pdf	PDF	Apr 21, 2022
S02 Wage Determination Davis-Bacon Act No. PA20220006.pdf	PDF	Apr 21, 2022
S02 VA813-028 IGNC Phase 5 Drawing_Sheets 1-10.pdf	PDF	Apr 21, 2022

Show all 36

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

FPFP

FP FP FP

GATE

FP FP

FPFPFPFP

FP FP FP FP FP FP

FP FP

MONUMENTS

BLEACHERS

POSTS

POST

POSTS

POST

POSTS POST

POST

FP FP

POST

FP FP

FPFP

POST

FP FP

FPFP

FPFPFP

POST

FP FP

FPFP

FP FP

POST

GATE

FP FP

FLAGPOLES

FP FP

FLAGPOLES

FP FP FP

FPFPFP

POST

MONUMENTS

FLAGPOLES

POSTS

LPLP

OHE OHE OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE

OHE

OHE OHE

OHE

OHE OHE

OHE OHE OHE OHE OHE

OHE OHE

OHE OHE OHE OHE OHE OHE

OHEOHE

OHE

OHE OHE OHE OHE OHE

UNION TOWNSHIP, LEBANON COUNTY

MUNICIPAL BOUNDARY LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

UNION TOWNSHIP, LEBANON COUNTY

APPROXIMATE TOWNSHIP LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

INV.=468.96

STORM INLET

GRATE=502.78

INV. OUT (N)=495.68

STORM INLET

GRATE=503.12

INV. IN (W)=492.24

INV. IN (SE)=493.26

INV. OUT (N)=492.22

STORM INLET GRATE=501.56

INV. IN (S)=497.95

INV. OUT (NE)=497.83

STORM INLET

GRATE=503.52

INV. IN (S)=499.94

INV. OUT (NE)=499.87

STORM INLET

GRATE=505.35

INV. IN (S)=501.74

INV. OUT (NE)=501.66

STORM INLET

GRATE=506.30

INV. IN (S)=502.72

INV. OUT (NW)=502.73

STORM INLET

GRATE=512.52

INV. IN (S)=508.56

INV. OUT (E)=508.43

STORM INLET

GRATE=517.56

INV. OUT =511.46

STORM INLET

GRATE=517.49

INV. OUT (N)=513.68

STORM INLET

GRATE=517.65

INV. IN (SW)=511.08

INV. OUT (E)=511.08

STORM INLET

GRATE=512.53

INV. OUT (N)=509.15 STORM INLET

GRATE=514.20

INV. OUT

(NW)=510.37

STORM INLET

GRATE=516.93

INV. IN (W)=511.10 INV. OUT (E)=511.10

INV. (S)=INACCESSABLE (RECESSED)

STORM INLET

GRATE=516.78

INV. OUT (N)=513.38

STORM INLET

GRATE=517.24

INV. (N)=514.34

INV. (W)=510.98

YARD INLET

GRATE=517.29

INV. IN (W)=515.40

INV. OUT (N)=515.32

STORM INLET

GRATE=481.06

INV. IN (SW)=477.94

INV. IN (SE)=474.40

INV. OUT (NE)=474.40

STORM INLET

GRATE=484.18

INV. OUT (NE)=478.38

STORM INLET

GRATE=481.84

INV. IN (NW)=479.71

INV. OUT (NE)=479.20

STORM INLET

GRATE=482.59

INV. OUT (NE)=478.97

STORM INLET

GRATE=482.53

INV. IN (SW)=478.70

INV. OUT (NE)=478.68

STORM INLET

GRATE=482.49

INV. IN (SW)=478.54

INV. OUT (NW)=478.50

STORM INLET

GRATE=481.43

INV. OUT (E)=476.99

STORM INLET

GRATE=477.69

INV. OUT (SE)=473.83

STORM INLET

GRATE=477.67

INV. IN (NW)=473.19

INV. OUT (NE)=N/A SNOUT

YARD INLET

GRATE=475.14

INV. OUT(NE)=469.64

18" SLCPP

18"

SLC

" S

6" PVC

15" RCP

" R

15" SLCPP

12" SLCPP

" S

12" SLCPP

" S

48" CMP

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

EX. ROLLED

CONCRETE

CURB (TYP.)

ROLLED CONCRETE CURB

GRAVEL

EX.

GRAVEL

DRIVE

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

STORM INLET

GRATE=499.77

INV. IN (SW)=495.91

INV. OUT (N)=495.74

" S

.10

STORM INLET

GRATE=505.42

INV. IN (W)=500.49

INV. IN (S)=493.55

INV. OUT (E)=493.45

EX. 6" PVC

12" SLCPP

" S

" C

YARD INLET

GRATE=516.79

INV. OUT (E)=515.83

6" PVC

12" CMP

CPP

12"SLCPP

15" SLCPP

24" SLCPP

INV.=471.21

" S

24" SLCPP

" S

HYDRANT (TYP)

IRRIGATION ACCESS (TYP)

UNDERGROUND STORM

STRUCTURE SHOWN IN

"INDIANTOWN GAP NC

COLUMBARIUM DESIGN /

BUILD" SHEET 38 CG101

24"

SLC

ORIGIN UNKNOWN

12" SLCPP

TERMINUS

UNKNOWN

21" RCP

INV.=477.73

GRAVEL

DRAINAGE MANHOLE

RIM=513.15

INV. IN (SE)=508.95

INV. IN (W)=507.57

INV. OUT (N)=507.47

DRAINAGE MANHOLE

RIM=517.74

INV. (SW)=514.34

INV. (NW)=514.26

INV. (SE)=514.39

DRAINAGE MANHOLE

RIM=479.61

INV. IN (N)=473.51

INV. IN (S)=471.64

INV. OUT (E)=471.62

DRAINAGE MANHOLE

RIM=477.14

INV. IN (W)=471.62

INV. OUT (N)=471.59

WEIR ELEV. (S)=473.84

DRAINAGE MANHOLE

RIM=477.56

INV. IN (N)=471.92

INV. IN (W)=472.24

INV. OUT (E)=471.88

DRAINAGE MANHOLE

RIM=481.72

INV. IN (SW)=478.42

INV. OUT (SE)=478.32

STORM INLET

GRATE=481.43

INV. IN (NW)=476.57

INV. OUT (S)=N/A SNOUT

19A

16C

16B

21A

16A

19B 19C

24E

24C 24D

31A

24B24A

31B

33A

12A

12B

12C

12D

38C

38B

38A

17A 17B

MEM A

COLUMBARIUM D

OLD CUMBERLAND

STREET

OLD CUMBERLAND

STREET

INDIANTOWN GAP

ROAD

FIS

BIDDLE DRIVE

W W W

W W

8" TCP

UGE

4" F

UGE

8" TCP

8" PVC

PVC

8" PVC

EX. 6" PVC

COMMITTAL

SHELTER 1

FFE=505.27EX. 8" PVC SAN. SEW.

EX. HONOR

GUARD BLDG.

12" CMP

12" C

24" CMP

15" CMP

21" RCP

" C

12" CMP

4" PVC 10" TCP

" T

CONC. PADS WITH

A/C UNITS

CONC. PAD WITH

A/C UNIT

CONC.

MACADAM

SURFACE

METAL

GARAGE

METAL

GARAGE

METAL

GARAGE

CONC.

NEW ENTRANCE ROAD

NEW ROAD 'A'

NEW LOOP ROAD

UD UD

MAINTENANCEBUILDING ROAD

FIS

CI512

SAFETY

SIGN

CONSTRUCTION

SIGN

INDIANTOWN GAP ROAD

BIDDLE ROAD

OLD CUMBERLAND

ROAD

' PBTH

BUFF

PBTH

(TYP)

PBTH

(TYP)

POST

FP FP

FPFP

FPFPFP

POST

FP FP

FPFP

FP FP

POST

GATE

FP FP

FLAGPOLES

12A

12B

12C

12D

MEM A

OLD CUMBERLAND

STREET

8" TCP

8" T

8" TCP

8" PVC

PVC

8" PVC

8" T

12" CMP

24" CMP

15" CMP

21" RCP

" C

12" CMP

4" PVC 10" TCP

" T

CONC. PADS WITH

A/C UNITS

CONC. PAD WITH

A/C UNIT

CONC.

MACADAM

SURFACE

METAL

GARAGE

METAL

GARAGE

METAL

GARAGE

CONC.

W W W

ROAD CLOSED

ROAD CLOSED AHEAD

EXCEPT SECTIONS

9A AND 9B

EXIT

DETOUR EXIT

TEMPORARY

TURNAROUND

ROAD CLOSED

DETOUR

REPAIR WORK

OF BRIDGE 2

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

PHASE 3 MOT PLAN

GRAPHICAL SCALE: 1"=200'

200 100 0 200 400 600

NORTH

GENERAL PUBLIC ENTRANCE

CONTRACTOR VEHICLES PROHIBITED FROM ACCESSING THE CEMETERY

THROUGH MAIN ENTRANCE OF THE CEMETERY.

PRIMARY CONSTRUCTION ACCESS

MAINTENANCE ACCESS

CONTRACTOR TO LIMIT USE OF THIS ACCESS TO IMPROVEMENTS IN THE VICINITY

OF THE MAINTENANCE COMPLEX.

HONOR GUARD CONSTRUCTION ACCESS

GI203

SEE 100 SCALE

BLOW UP ABOVE

GRAPHIC LEGEND:

LIMITS OF WORK

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

DETOUR TRAVEL PATH DURING

CONSTRUCTION

LOCAL TRAVEL PATH FOR ACCESS TO BURIAL

SECTIONS IMPEDED DURING CONSTRUCTION

GRAPHICAL SCALE: 1"=100'

100 50 0 100 200 300

SIGN NO.

SIGN

STD. NO.

(MUTCD)

ROAD CLOSED

T1 T2 T3 T4 T5

R11-4

AHEAD EXCEPT

SECTIONS ____

ROAD CLOSED ROAD CLOSED EXIT EXIT

T6 T7

DETOUR DETOUR

R11-2

ROAD

CLOSED

M4-9M4-9 (MODIFIED)R11-2 (MODIFIED) R11-2 (MODIFIED)

NOTE:

TO AVOID ADVERSE EFFECT TO BOG TURTLES, ALL DISTURBANCE WITHIN 300-FEET OF THE

POTENTIAL BOG TURTLE HABITAT IDENTIFIED IN THE ADDITIONAL PROJECT AREA ON JUNE 10, 2021, WOULD BE CONDUCTED DURING THE BOG TURTLE TIME-OF-YEAR RESTRICTION PERIOD

BETWEEN NOVEMBER 01 AND MARCH 31, OR CONDUCTED UNDER THE SUPERVISION OF A

RECOGNIZED QUALIFIED BOG TURTLE SURVEYOR ENGAGED AND PAID BY CONTRACTOR.

REFER TO THE FULL UNITED STATES FISH AND WILDLIFE LETTER, DATED NOVEMBER 16,2021, LOCATED AS AN APPENDIX TO THE SPECIFICATIONS.

1, 3, DWG 11 of 302

AE WORKS®

FPFP

FP FP FP

GATE

FP FP

FPFPFPFP

FP FP FP FP FP FP

FP FP

MONUMENTS

BLEACHERS

POSTS

POST

POSTS

POST

POSTS POST

POST

FP FP

POST

FP FP

FPFP

POST

FP FP

FPFP

FPFPFP

POST

FP FP

FPFP

FP FP

POST

GATE

FP FP

FLAGPOLES

FP FP

FLAGPOLES

FP FP FP

FPFPFP

POST

MONUMENTS

FLAGPOLES

POSTS

LPLP

OHE OHE OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE

OHE

OHE OHE

OHE

OHE OHE

OHE OHE OHE OHE OHE

OHE OHE

OHE OHE OHE OHE OHE OHE

OHEOHE

OHE

OHE OHE OHE OHE OHE

UNION TOWNSHIP, LEBANON COUNTY

MUNICIPAL BOUNDARY LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

UNION TOWNSHIP, LEBANON COUNTY

APPROXIMATE TOWNSHIP LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

INV.=468.96

STORM INLET

GRATE=502.78

INV. OUT (N)=495.68

STORM INLET

GRATE=503.12

INV. IN (W)=492.24

INV. IN (SE)=493.26

INV. OUT (N)=492.22

STORM INLET GRATE=501.56

INV. IN (S)=497.95

INV. OUT (NE)=497.83

STORM INLET

GRATE=503.52

INV. IN (S)=499.94

INV. OUT (NE)=499.87

STORM INLET

GRATE=505.35

INV. IN (S)=501.74

INV. OUT (NE)=501.66

STORM INLET

GRATE=506.30

INV. IN (S)=502.72

INV. OUT (NW)=502.73

STORM INLET

GRATE=512.52

INV. IN (S)=508.56

INV. OUT (E)=508.43

STORM INLET

GRATE=517.56

INV. OUT =511.46

STORM INLET

GRATE=517.49

INV. OUT (N)=513.68

STORM INLET

GRATE=517.65

INV. IN (SW)=511.08

INV. OUT (E)=511.08

STORM INLET

GRATE=512.53

INV. OUT (N)=509.15 STORM INLET

GRATE=514.20

INV. OUT

(NW)=510.37

STORM INLET

GRATE=516.93

INV. IN (W)=511.10 INV. OUT (E)=511.10

INV. (S)=INACCESSABLE (RECESSED)

STORM INLET

GRATE=516.78

INV. OUT (N)=513.38

STORM INLET

GRATE=517.24

INV. (N)=514.34

INV. (W)=510.98

YARD INLET

GRATE=517.29

INV. IN (W)=515.40

INV. OUT (N)=515.32

STORM INLET

GRATE=481.06

INV. IN (SW)=477.94

INV. IN (SE)=474.40

INV. OUT (NE)=474.40

STORM INLET

GRATE=484.18

INV. OUT (NE)=478.38

STORM INLET

GRATE=481.84

INV. IN (NW)=479.71

INV. OUT (NE)=479.20

STORM INLET

GRATE=482.59

INV. OUT (NE)=478.97

STORM INLET

GRATE=482.53

INV. IN (SW)=478.70

INV. OUT (NE)=478.68

STORM INLET

GRATE=482.49

INV. IN (SW)=478.54

INV. OUT (NW)=478.50

STORM INLET

GRATE=481.43

INV. OUT (E)=476.99

STORM INLET

GRATE=477.69

INV. OUT (SE)=473.83

STORM INLET

GRATE=477.67

INV. IN (NW)=473.19

INV. OUT (NE)=N/A SNOUT

YARD INLET

GRATE=475.14

INV. OUT(NE)=469.64

18" SLCPP

18"

SLC

" S

6" PVC

15" RCP

" R

15" SLCPP

12" SLCPP

" S

12" SLCPP

" S

48" CMP

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

EX. ROLLED

CONCRETE

CURB (TYP.)

ROLLED CONCRETE CURB

GRAVEL

EX.

GRAVEL

DRIVE

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

STORM INLET

GRATE=499.77

INV. IN (SW)=495.91

INV. OUT (N)=495.74

" S

.10

STORM INLET

GRATE=505.42

INV. IN (W)=500.49

INV. IN (S)=493.55

INV. OUT (E)=493.45

EX. 6" PVC

12" SLCPP

" S

" C

YARD INLET

GRATE=516.79

INV. OUT (E)=515.83

6" PVC

12" CMP

CPP

12"SLCPP

15" SLCPP

24" SLCPP

INV.=471.21

" S

24" SLCPP

" S

HYDRANT (TYP)

IRRIGATION ACCESS (TYP)

UNDERGROUND STORM

STRUCTURE SHOWN IN

"INDIANTOWN GAP NC

COLUMBARIUM DESIGN /

BUILD" SHEET 38 CG101

24" SLCPP

ORIGIN UNKNOWN

12" SLCPP

TERMINUS

UNKNOWN

21" RCP

INV.=477.73

GRAVEL

DRAINAGE MANHOLE

RIM=513.15

INV. IN (SE)=508.95

INV. IN (W)=507.57

INV. OUT (N)=507.47

DRAINAGE MANHOLE

RIM=517.74

INV. (SW)=514.34

INV. (NW)=514.26

INV. (SE)=514.39

DRAINAGE MANHOLE

RIM=479.61

INV. IN (N)=473.51

INV. IN (S)=471.64

INV. OUT (E)=471.62

DRAINAGE MANHOLE

RIM=477.14

INV. IN (W)=471.62

INV. OUT (N)=471.59

WEIR ELEV. (S)=473.84

DRAINAGE MANHOLE

RIM=477.56

INV. IN (N)=471.92

INV. IN (W)=472.24

INV. OUT (E)=471.88

DRAINAGE MANHOLE

RIM=481.72

INV. IN (SW)=478.42

INV. OUT (SE)=478.32

STORM INLET

GRATE=481.43

INV. IN (NW)=476.57

INV. OUT (S)=N/A SNOUT

19A

16C

16B

21A

16A

19B 19C

24E

24C 24D

31A

24B24A

31B

33A

12A

12B

12C

12D

38C

38B

38A

17A 17B

MEM A

COLUMBARIUM D

OLD CUMBERLAND

STREET

OLD CUMBERLAND

STREET

INDIANTOWN GAP

ROAD

FIS

BIDDLE DRIVE

W W W

W W

8" TCP

UGE

4" F

UGE

8" TCP

8" PVC

PVC

8" PVC

EX. 6" PVC

COMMITTAL

SHELTER 1

FFE=505.27EX. 8" PVC SAN. SEW.

EX. HONOR

GUARD BLDG.

12" CMP

12" C

24" CMP

15" CMP

21" RCP

" C

12" CMP

4" PVC 10" TCP

" T

CONC. PADS WITH

A/C UNITS

CONC. PAD WITH

A/C UNIT

CONC.

MACADAM

SURFACE

METAL

GARAGE

METAL

GARAGE

METAL

GARAGE

CONC.

NEW ENTRANCE ROAD

NEW ROAD 'A'

NEW LOOP ROAD

UD UD

MAINTENANCEBUILDING ROAD

FIS

CI512

SAFETY

SIGN

CONSTRUCTION

SIGN

INDIANTOWN GAP ROAD

BIDDLE ROAD

OLD CUMBERLAND

ROAD

' PBTH

BUFF

PBTH

(TYP)

PBTH

(TYP)

FP FP

POST

FP FP

FPFP

POST

FP FP

FPFP

FPFPFP

POST

FP FP

POST

19A

16C

16B

21A

16A

19B 19C

12B

12C

12D

38C

38B

38A

17A 17B

MEM A

W W

UGE

4" F

UGE

8" T

ROAD CLOSED AHEAD

TURNAROUND

ROAD CLOSED AHEAD

EXCEPT SECTIONS 13

AND 14

DETOUR

TEMPORARY TURNAROUND

TEMPORARY

GRAVEL RADIUS

DETOUR

EXIT

ROAD CLOSED AHEAD

T1 T5

EXITT4

DETOUR

REPAIR WORK OF BRIDGE 3

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

PHASE 4 MOT PLAN

GRAPHICAL SCALE: 1"=200'

200 100 0 200 400 600

NORTH

GENERAL PUBLIC ENTRANCE

CONTRACTOR VEHICLES PROHIBITED FROM ACCESSING THE CEMETERY

THROUGH MAIN ENTRANCE OF THE CEMETERY.

PRIMARY CONSTRUCTION ACCESS

MAINTENANCE ACCESS

CONTRACTOR TO LIMIT USE OF THIS ACCESS TO IMPROVEMENTS IN THE VICINITY

OF THE MAINTENANCE COMPLEX.

HONOR GUARD CONSTRUCTION ACCESS

GI204

GRAPHICAL SCALE: 1"=100'

100 50 0 100 200 300

SEE 100 SCALE

BLOW UP ABOVE

GRAPHIC LEGEND:

LIMITS OF WORK

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

DETOUR TRAVEL PATH DURING

CONSTRUCTION

LOCAL TRAVEL PATH FOR ACCESS TO BURIAL

SECTIONS IMPEDED DURING CONSTRUCTION

SIGN NO.

SIGN

STD. NO.

(MUTCD)

ROAD CLOSED

T1 T2 T3 T4 T5

R11-4

AHEAD EXCEPT

SECTIONS ____

ROAD CLOSED ROAD CLOSED EXIT EXIT

T6 T7

DETOUR DETOUR

R11-2

ROAD

CLOSED

M4-9M4-9 (MODIFIED)R11-2 (MODIFIED) R11-2 (MODIFIED)

NOTE:

TO AVOID ADVERSE EFFECT TO BOG TURTLES, ALL DISTURBANCE WITHIN 300-FEET OF THE

POTENTIAL BOG TURTLE HABITAT IDENTIFIED IN THE ADDITIONAL PROJECT AREA ON JUNE 10, 2021, WOULD BE CONDUCTED DURING THE BOG TURTLE TIME-OF-YEAR RESTRICTION PERIOD

BETWEEN NOVEMBER 01 AND MARCH 31, OR CONDUCTED UNDER THE SUPERVISION OF A

RECOGNIZED QUALIFIED BOG TURTLE SURVEYOR ENGAGED AND PAID BY CONTRACTOR.

REFER TO THE FULL UNITED STATES FISH AND WILDLIFE LETTER, DATED NOVEMBER 16,2021, LOCATED AS AN APPENDIX TO THE SPECIFICATIONS.

1, 3, DWG 12 of 302

FPFP

FP FP FP

GATE

FP FP

FPFPFPFP

FP FP FP FP FP FP

FP FP

MONUMENTS

BLEACHERS

POSTS

POST

POSTS

POST

POSTS POST

POST

FP FP

POST

FP FP

FPFP

POST

FP FP

FPFP

FPFPFP

POST

FP FP

FPFP

FP FP

POST

GATE

FP FP

FLAGPOLES

FP FP

FLAGPOLES

FP FP FP

FPFPFP

POST

MONUMENTS

FLAGPOLES

POSTS

LPLP

OHE OHE OHE OHE OHE OHE

OHE

OHE OHE OHE OHE OHE

OHE

OHE OHE

OHE

OHE OHE

OHE OHE OHE OHE OHE

OHE OHE

OHE OHE OHE OHE OHE OHE

OHEOHE

OHE

OHE OHE OHE OHE OHE

UNION TOWNSHIP, LEBANON COUNTY

MUNICIPAL BOUNDARY LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

UNION TOWNSHIP, LEBANON COUNTY

APPROXIMATE TOWNSHIP LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

INV.=468.96

STORM INLET

GRATE=502.78

INV. OUT (N)=495.68

STORM INLET

GRATE=503.12

INV. IN (W)=492.24

INV. IN (SE)=493.26

INV. OUT (N)=492.22

STORM INLET GRATE=501.56

INV. IN (S)=497.95

INV. OUT (NE)=497.83

STORM INLET

GRATE=503.52

INV. IN (S)=499.94

INV. OUT (NE)=499.87

STORM INLET

GRATE=505.35

INV. IN (S)=501.74

INV. OUT (NE)=501.66

STORM INLET

GRATE=506.30

INV. IN (S)=502.72

INV. OUT (NW)=502.73

STORM INLET

GRATE=512.52

INV. IN (S)=508.56

INV. OUT (E)=508.43

STORM INLET

GRATE=517.56

INV. OUT =511.46

STORM INLET

GRATE=517.49

INV. OUT (N)=513.68

STORM INLET

GRATE=517.65

INV. IN (SW)=511.08

INV. OUT (E)=511.08

STORM INLET

GRATE=512.53

INV. OUT (N)=509.15 STORM INLET

GRATE=514.20

INV. OUT

(NW)=510.37

STORM INLET

GRATE=516.93

INV. IN (W)=511.10 INV. OUT (E)=511.10

INV. (S)=INACCESSABLE (RECESSED)

STORM INLET

GRATE=516.78

INV. OUT (N)=513.38

STORM INLET

GRATE=517.24

INV. (N)=514.34

INV. (W)=510.98

YARD INLET

GRATE=517.29

INV. IN (W)=515.40

INV. OUT (N)=515.32

STORM INLET

GRATE=481.06

INV. IN (SW)=477.94

INV. IN (SE)=474.40

INV. OUT (NE)=474.40

STORM INLET

GRATE=484.18

INV. OUT (NE)=478.38

STORM INLET

GRATE=481.84

INV. IN (NW)=479.71

INV. OUT (NE)=479.20

STORM INLET

GRATE=482.59

INV. OUT (NE)=478.97

STORM INLET

GRATE=482.53

INV. IN (SW)=478.70

INV. OUT (NE)=478.68

STORM INLET

GRATE=482.49

INV. IN (SW)=478.54

INV. OUT (NW)=478.50

STORM INLET

GRATE=481.43

INV. OUT (E)=476.99

STORM INLET

GRATE=477.69

INV. OUT (SE)=473.83

STORM INLET

GRATE=477.67

INV. IN (NW)=473.19

INV. OUT (NE)=N/A SNOUT

YARD INLET

GRATE=475.14

INV. OUT(NE)=469.64

18" SLCPP

18"

SLC

" S

6" PVC

15" RCP

" R

15" SLCPP

12" SLCPP

" S

12" SLCPP

" S

48" CMP

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

EX. ROLLED

CONCRETE

CURB (TYP.)

ROLLED CONCRETE CURB

GRAVEL

EX.

GRAVEL

DRIVE

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

STORM INLET

GRATE=499.77

INV. IN (SW)=495.91

INV. OUT (N)=495.74

" S

.10

STORM INLET

GRATE=505.42

INV. IN (W)=500.49

INV. IN (S)=493.55

INV. OUT (E)=493.45

EX. 6" PVC

12" SLCPP

" S

" C

YARD INLET

GRATE=516.79

INV. OUT (E)=515.83

6" PVC

12" CMP

CPP

12"SLCPP

15" SLCPP

24" SLCPP

INV.=471.21

" S

24" SLCPP

" S

HYDRANT (TYP)

IRRIGATION ACCESS (TYP)

UNDERGROUND STORM

STRUCTURE SHOWN IN

"INDIANTOWN GAP NC

COLUMBARIUM DESIGN /

BUILD" SHEET 38 CG101

24"

SLC

ORIGIN UNKNOWN

12" SLCPP

TERMINUS

UNKNOWN

21" RCP

INV.=477.73

GRAVEL

DRAINAGE MANHOLE

RIM=513.15

INV. IN (SE)=508.95

INV. IN (W)=507.57

INV. OUT (N)=507.47

DRAINAGE MANHOLE

RIM=517.74

INV. (SW)=514.34

INV. (NW)=514.26

INV. (SE)=514.39

DRAINAGE MANHOLE

RIM=479.61

INV. IN (N)=473.51

INV. IN (S)=471.64

INV. OUT (E)=471.62

DRAINAGE MANHOLE

RIM=477.14

INV. IN (W)=471.62

INV. OUT (N)=471.59

WEIR ELEV. (S)=473.84

DRAINAGE MANHOLE

RIM=477.56

INV. IN (N)=471.92

INV. IN (W)=472.24

INV. OUT (E)=471.88

DRAINAGE MANHOLE

RIM=481.72

INV. IN (SW)=478.42

INV. OUT (SE)=478.32

STORM INLET

GRATE=481.43

INV. IN (NW)=476.57

INV. OUT (S)=N/A SNOUT

19A

16C

16B

21A

16A

19B 19C

24E

24C 24D

31A

24B24A

31B

33A

12A

12B

12C

12D

38C

38B

38A

17A 17B

MEM A

COLUMBARIUM D

OLD CUMBERLAND

STREET

OLD CUMBERLAND

STREET

INDIANTOWN GAP

ROAD

FIS

BIDDLE DRIVE

W W W

W W

8" TCP

UGE

4" F

UGE

8" TCP

8" PVC

PVC

8" PVC

EX. 6" PVC

COMMITTAL

SHELTER 1

FFE=505.27EX. 8" PVC SAN. SEW.

EX. HONOR

GUARD BLDG.

12" CMP

12" C

24" CMP

15" CMP

21" RCP

" C

12" CMP

4" PVC 10" TCP

" T

CONC. PADS WITH

A/C UNITS

CONC. PAD WITH

A/C UNIT

CONC.

MACADAM

SURFACE

METAL

GARAGE

METAL

GARAGE

METAL

GARAGE

CONC.

NEW ENTRANCE ROAD

NEW ROAD 'A'

NEW LOOP ROAD

UD UD

MAINTENANCEBUILDING ROAD

FIS

CI512

SAFETY

SIGN

CONSTRUCTION

SIGN

INDIANTOWN GAP ROAD

BIDDLE ROAD

OLD CUMBERLAND

ROAD

' PBTH

BUFF

PBTH

(TYP)

PBTH

(TYP)

U.S. Department of Veterans Affairs

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JPG BJS# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseStampConsultants

321 4 5 6 7 8 9 10

Sprinkler Status

Architect/Engineer of Record

AE Works, LTD.

418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com

Stamp

INTEGRITY FEDERAL SERVICES

MARTINSBURG, WV

(304) 725-8456

HONOR ENGINEER COMPANY

HARRISBURG, PA

(717) 533-9077

MABBETT & ASSOCIATES, INC.

STONEHAM, MA

(781) 275-6050

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA

(717) 620-5925

COMMANDER'S CONCEPTS COMMISSIONING

FOREST, VA

(713) 492-1922

AQUA ENGINEERING, INC

FORT COLLINS, CO

(970) 372-6104

BARBER & HOFFMAN, INC.

CRANBERRY TOWNSHIP, PA

(724) 741-0848

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

PHASE 5 MOT PLAN

GRAPHICAL SCALE: 1"=200'

200 100 0 200 400 600

NORTH

GRAPHIC LEGEND:

LIMITS OF WORK

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

GENERAL PUBLIC ENTRANCE

CONTRACTOR VEHICLES PROHIBITED FROM ACCESSING THE CEMETERY

THROUGH MAIN ENTRANCE OF THE CEMETERY.

PRIMARY CONSTRUCTION ACCESS

MAINTENANCE ACCESS

CONTRACTOR TO LIMIT USE OF THIS ACCESS TO IMPROVEMENTS IN THE VICINITY

OF THE MAINTENANCE COMPLEX.

HONOR GUARD CONSTRUCTION ACCESS

GI205

KEY NOTE LEGEND -

1. BUILDING ENTRY WAY PINNING

· DEMOLISH CONCRETE ENTRYWAYS AND PIN REPLACEMENT CONCRETE TO BUILDING

ENTRY

2. ASPHALT TRAIL WIDEN

· WIDEN EXISTING ASPHALT TRIALS BY 3' .

3. REFORESTATION SECOND PLANTING

ADD ADDITIONAL REFORESTATION PLANTINGS AROUND NEW EXPANSION AREA WITH

SPRING SEASON

4. INLET REPAIR:

· REPLACE INLET AND REPAIR ASSOCIATED ROADWAY AND CURBING. CONTRACTOR TO

MAINTAIN ONE LAND OF TRAVEL DURING REPAIR WORK. IF ONE OF LANE TRAVEL

CANNOT BE MAINTAINED, CONTRACTOR TO PREPARE AND SUBMIT A TRAFFIC

CONTROL PLAN TO THE RESIDENT ENGINEER/ CONTRACTING OFFICER

REPRESENTATIVE RE/COR. CONTRACTOR MUST PROVIDE TEMPORARY SIGNAGE PRIOR

TO STARTING WORK.

5. INSTALL CURBING EAST OF COLUMBARIUM COMPLEX C

6. INSTALL CURBING WEST OF COLUMBARIUM COMPLEX C

REFORESTATION

WORK

ACCESS

NOTE:

TO AVOID ADVERSE EFFECT TO BOG TURTLES, ALL DISTURBANCE WITHIN 300-FEET OF THE

POTENTIAL BOG TURTLE HABITAT IDENTIFIED IN THE ADDITIONAL PROJECT AREA ON JUNE 10, 2021, WOULD BE CONDUCTED DURING THE BOG TURTLE TIME-OF-YEAR RESTRICTION PERIOD

BETWEEN NOVEMBER 01 AND MARCH 31, OR CONDUCTED UNDER THE SUPERVISION OF A

RECOGNIZED QUALIFIED BOG TURTLE SURVEYOR ENGAGED AND PAID BY CONTRACTOR.

REFER TO THE FULL UNITED STATES FISH AND WILDLIFE LETTER, DATED NOVEMBER 16,2021, LOCATED AS AN APPENDIX TO THE SPECIFICATIONS.

1, 3, DWG 13 of 302

DWG 14 of 302

DWG 15 of 302

GI203

GI204

GI205

BI100

BI101

File details come from the government source that posted it. Updated Apr 21, 2022.