S02 VA813-028 IGNC Phase 5 Specs_Appendix D2.pdf

PDF 40 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

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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

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

FPFPFP

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

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

SSSS

ROAD CLOSED AHEAD

EXCEPT SECTIONS 10,

12A, 12B, 12C, AND 12D

DETOUR

ROAD CLOSED

EXIT

TEMPORARY TURNAROUND

LOCAL TRAFFIC SIGN

TWO WAY ACCESS TO 10,

12A, 12B, 12C, AND 12D

DETOUR T7

DETOURT7

DETOUR T6

REPAIR WORK OF BRIDGE 1

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 2 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

GI202

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

SEE 100 SCALE

BLOW UP ABOVE

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 10 of 302

AE WORKS®

THIS PLAN HAS BEEN REVIEWED

for the Department of Environmental Protection

By: Karl Kerchner

Lebanon County Conservation District

Date:_______________________________________ and determined to adequately satisfy the purpose and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the

Commonwealth.

April 12, 2022

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®

and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the

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

AE WORKS®

and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the

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

AE WORKS®

and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the

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

EX.

GRAVEL

DRIVE

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

UGE

COMMITTAL

SHELTER 1

FFE=505.27

EX. HONOR

GUARD BLDG.

4" PVC 10" TCP

" T

METAL

GARAGE

METAL

GARAGE

METAL

GARAGE

NPDES

NPDES NPDES

NPDES

NPDESNPDESNPDES

NPDES

NPDES NPDES NPDES NPDES

AREA 2

SEE SHEET

GC102

AREA 1

SEE SHEET

GC101

AREA 3

SEE SHEET

GC103

OLD CUMBERLAND ST

BIDDLE DR

IAN

W N

AP R

ASHER MINER RD

INSET B

SEE SHEET

GC103

INSET A

SEE SHEET

GC103

PBTH

INC-W-028

PBTH

INC-W-029

PBTH

INC-W-026

PBTH

INC-W-025

FIRST ENERGY EASEMENT

(SEE NOTE 4)

INDIANTOWN GAP RD

INSET C

SEE SHEET

GC101

GC100

OVERALL E&S CONTROL KEY PLAN - STAGE I

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

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JCH WCS

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

# Revisions Date

Sprinkler Status

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

Architect/Engineer of Record

AE Works, LTD.

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

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

GRAPHICAL SCALE: 1"=200'

200 100 0 200 400 600

GRAPHIC LEGEND

NPDES PROJECT BOUNDARY

LIMITS OF WORK

NORTH

NPDES

POTENTIAL BOG TURTLE

HABITAT (PBTH) BUFFER

EROSION AND SEDIMENT CONTROL PERMIT:

NPDES PERMIT NO. PAC380223

LEBANON COUNTY CONSERVATION DISTRICT NO. 38-909-007-21

C/O NATE WEAVER, CPESC, E&S SPECIALIST

2120 CORNWALL ROAD, SUITE 5

LEBANON , PA 17042

GENERAL NOTES:

1. THE NPDES PROJECT BOUNDARY IS SHOWN AS AN OVERALL OUTLINE OF THE

ACTIVITIES OCCURRING AT THE CEMETERY, WHICH ALSO ENCOMPASSES THE

PERIMETER ROADS USED TO ACCESS THE VARIOUS WORK LOCATIONS.

2. NO CONSTRUCTION OR DISTURBANCE IS TO OCCUR OUTSIDE OF THE LIMITS OF

WORK (LIMITS OF DISTURBANCE) ILLUSTRATED ON THE PLANS.

3. STAGE I EROSION & SEDIMENT CONTROL REPRESENTS EXISTING CONDITIONS

PRIOR TO ANY WORK BEING PERFORMED FOR THIS CONSTRUCTION PROJECT.

REFER TO CONSTRUCTION PHASING ON SHEETS GI201 THROUGH GI205 FOR

REQUIRED CONSTRUCTION SEQUENCING. SEQUENCING OF EROSION &

SEDIMENT CONTROLS MUST FOLLOW WITH EACH PHASE.

4. NO WORK SHALL BE PERFORMED NEAR OF UNDER THE TRANSMISSION LINES

WITHOUT EXECUTING AN AGREEMENT WITH FIRST ENERGY POWER COMPANY

REGARDING SAFE WORK REQUIREMENTS. PLEASE CONTACT SHARON SCHMITT

AT 973-401-8223/201-274-9640 AND SSCHMITT@FIRSTENERGYCORP.COM.

5. REFER TO SHEET GI100 FOR DETAILED POTENTIAL BOG TURTLE HABITAT

(PBTH) AVOIDANCE MEASURES.

6. CUTTING TREES IS ONLY PERMITTED BETWEEN OCTOBER 1 AND MARCH 31 AS

A PROTECTIVE/AVOIDANCE MEASURE FOR INDIANA BATS.

POTENTIAL BOG

TURTLE HABITAT (PBTH)

DWG 24 of 302 and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the

CmB

HSG C

MUNICIPAL BOUNDARY LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

GRAVEL

BeC

HSG B

WeD

HSG D

BkB

HSG B

OLD CUMBERLAND STREET

C U

BER

LAN

STR

EET

NPDES

BkB

HSG B

OHE

INDIANTOWN GAP ROAD

NPDES NPDES

NPDES

CONTRACTOR AND RESIDENT

ENGINEER TRAILERS (SEE

SHEET CS107 FOR LAYOUT)

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

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JCH WCS

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

# Revisions Date

Sprinkler Status

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

Architect/Engineer of Record

AE Works, LTD.

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

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

NORTH

KEY MAP

SCALE = 1 : 1,000

INDIANTOWN GAP RD

OLD CUMBERLAND ST

BIDDLE DR

ASHER MINER RD

FIS

E OL

GC101

E&S CONTROL PLAN STAGE I AREA 1

LEBANON COUNTY SOILS INFORMATION

SYMBOL NAME DRAINAGE CLASS HSG HYDRIC

BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No

BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No

BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No

BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No

BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No

BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No

BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes

CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No

Ho Holly Silt loam Poorly drained B/D Yes

WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No

WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No

LIMITS OF WORK

ROCK CONSTRUCTION ENTRANCE

EXISTING CONTOUR

INLET PROTECTION - TYPE M INLET

GRAPHIC LEGEND

NPDES NPDES LIMITS

EXISTING STREAM

EXISTING SOIL BOUNDARY

C H

S H

EXISTING WETLANDS

100 YEAR FLOOD PLAIN

INSET C

HIGH VISIBILITY BARRIER FENCE

STREAM FLOW DIRECTION

EXISTING SURFACE FLOW

DIRECTION AND SLOPE

COMPOST FILTER SOCK WITH

NO. AND SIZE (SEE TABLE GC501)

DWG 25 of 302 and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the

UNDERGROUND STORM

STRUCTURE SHOWN IN

"INDIANTOWN GAP NC

COLUMBARIUM DESIGN /

BUILD" SHEET 38 CG101

GRAVEL

454 455 45

SEDIMENT TRAP #2

TOP OF EMBANKMENT = 458.75

BOTTOM OF FACILITY = 452.75

WeD

HSG D

WeB

HSG D

OLD CUMBERLAND STREET

X X

X X X

X X

XXXX

X X

NPDES

NPDESNPDES

NPDES

PROPOSED CONTRACTOR YARD

(SEE SHEET CS102 FOR LAYOUT)

MAXIMUM DRAINAGE AREA TO

SEDIMENT TRAP #2 = 1.83 AC.

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

INDIANTOWN GAP NATIONAL

CEMETERY

LEBANON COUNTY, PA

VA 813-028

02.18.2022 JCH WCS

PHASE 5 DEVELOPMENT

RFP DOCUMENTS

# Revisions Date

Sprinkler Status

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

Architect/Engineer of Record

AE Works, LTD.

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

THE LA GROUP

SARATOGA SPRINGS, NY

(518) 587-8100

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

NORTH

KEY MAP

SCALE = 1 : 1,000

INDIANTOWN GAP RD

OLD CUMBERLAND ST

BIDDLE DR

ASHER MINER RD

FIS

E OL

GC102

E&S CONTROL PLAN STAGE I AREA 2

ATC

LIN

E TO