S06 A0003 RFI Updated Drawings.pdf

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Indiantown Gap National Cemetery | Phase 5 Expansion Development
Solicitation number
36C10F22R0030
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SEDIMENT TRAP #2

TOP OF EMBANKMENT = 458.75

BOTTOM OF FACILITY = 452.75

MODIFIED SEDIMENT TRAP #7

TOP OF EMBANKMENT = 481.50

BOTTOM OF FACILITY = 476.50

CE

IP

IP

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PROPOSED

CONTRACTOR

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KEY MAP

SCALE = 1 : 1,000

INDIANTOWN GAP RD

OLD CUMBERLAND ST

BIDDLE DR

ASHER MINER RD

FIS

HE

R

AV

E OL

D

CU

MB

ER

LA

ND

S

T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

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

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

AL

TE

RN

AT

E

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

NORTH

GC204

NORTH

E&S CONTROL PLAN STAGE II AREA 4

M A

T C

H

L

I N

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T

O

S

H E

E T

GC

MATCH LINE TO SHEET GC203

M A

T C

H

L

I N

E

T

O

S

H E

E T

GC201

NORTH

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

CE

LIMITS OF WORK

ROCK CONSTRUCTION ENTRANCE

EXISTING CONTOUR

PROPOSED CONTOUR

GRAPHIC LEGEND

NPDES NPDES LIMITS

EXISTING STREAM LINE

EXISTING SOIL BOUNDARY

EXISTING WETLANDS

HIGH VISIBILITY BARRIER FENCE

EROSION CONTROL BLANKET A

NOTES:

1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.

PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.

2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER

SHEET L-101 AND STABILIZED WITH MULCH.

IP

INLET PROTECTION - TYPE M INLET

STAGE II - DEVELOPMENT

CHECKDAM FILTER SOCK WITH

NO. AND SIZE (SEE TABLE GC501)

EMERGENCY SPILLWAY

EROSION CONTROL BLANKET C

COMPOST FILTER SOCK WITH

NO. AND SIZE (SEE TABLE GC501)

RIPRAP APRON WITH OUTLET

NUMBER (SEE TABLE IN DETAIL)

STREAM FLOW DIRECTION

M A

T C

H

L

I N

E

A

A

T

H I S

E

E T

M A

T C

H

L

I N

E

T

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H E

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C

M A

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H

L

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B

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M A

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H

L

I N

E

B

B

E

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M A

T C

H

L

I N

E

A

A

E

E T

1 Addendum #1 5/11/2022

AutoCAD SHX Text

CONC. MON. FND.

AutoCAD SHX Text

CONC. MON. FND.

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BF

AutoCAD SHX Text 24"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BB

AutoCAD SHX Text 24"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

AV

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BE

AutoCAD SHX Text 24"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BC

AutoCAD SHX Text 24"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

AU

AutoCAD SHX Text 32"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

AT

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

AS

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

AW

AutoCAD SHX Text 24"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

AX

AutoCAD SHX Text 24"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

AY

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

AZ

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BA

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BD

AutoCAD SHX Text 24"

AutoCAD SHX Text

AutoCAD SHX Text

GC501

AutoCAD SHX Text

AutoCAD SHX Text

GC501

AutoCAD SHX Text

REBAR W/CAP FND.

AutoCAD SHX Text N

AutoCAD SHX Text

AE WORKS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GC501

AutoCAD SHX Text

AutoCAD SHX Text

GC501

AutoCAD SHX Text

AutoCAD SHX Text

GC502

AutoCAD SHX Text

AutoCAD SHX Text

GC502

AutoCAD SHX Text

AutoCAD SHX Text

GC501

AutoCAD SHX Text

AutoCAD SHX Text

GC502

AutoCAD SHX Text

AutoCAD SHX Text

GC501

BrB

HSG D

BeB

HSG B

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XXXX

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X

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EM

EM

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METAL

GARAGE

METAL

GARAGE

METAL

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HSG B

BkB

HSG B

CmB

HSG C

PBTH

INC-W-028

PBTH

INC-W-029

BRIDGE #1

(SEE SHEET BR101

FOR E&S CONTROLS)

BRIDGE #2

(SEE SHEET BR102

FOR E&S CONTROLS)

IP

IP

IP

IP

IP

SEE CT102 FOR

ADDITIONAL PBTH

PROTECTION

SEE CT102 FOR

ADDITIONAL PBTH

PROTECTION

O L D

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L A

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S T

R E

E T

IP

EM

EM

EM

TR

TR

EM

EM

CO

CO

CO

CO

CO

CO

CO

KEY MAP

SCALE = 1 : 1,000

INDIANTOWN GAP RD

OLD CUMBERLAND ST

BIDDLE DR

ASHER MINER RD

FIS

HE

R

AV

E OL

D

CU

MB

ER

LA

ND

S

T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

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

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

AL

TE

RN

AT

E

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

NORTH

GC207

E&S CONTROL PLAN STAGE II AREA 7

M

A

T

L

N

O

E

E

T

GC208

M

A

T

L

N

O

E

E

T

GC205

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

EXISTING CONTOUR

PROPOSED CONTOUR

GRAPHIC LEGEND

NPDES NPDES LIMITS

EXISTING STREAM LINE

EXISTING SOIL BOUNDARY

EXISTING WETLANDS

HIGH VISIBILITY BARRIER FENCE

POTENTIAL BOG TURTLE HABITAT (PBTH)

EXISTING BOG TURTLE HABITAT

BUFFER

NOTES:

1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.

PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.

2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER

SHEET L-101 AND STABILIZED WITH MULCH.

IP

INLET PROTECTION - TYPE M INLET

STAGE II - DEVELOPMENT

COMPOST FILTER SOCK WITH

NO. AND SIZE (SEE TABLE GC501)

STREAM FLOW DIRECTION

1 Addendum #1 5/11/2022

M A

T C

H

L

I N

E

T

O

S

H E

G

AutoCAD SHX Text C

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BO

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BP

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BR

AutoCAD SHX Text 18"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BQ

AutoCAD SHX Text 18"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BS

AutoCAD SHX Text 18"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BT

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BU

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BV

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BW

AutoCAD SHX Text 12"

AutoCAD SHX Text

CFS

AutoCAD SHX Text

BX

AutoCAD SHX Text 12"

AutoCAD SHX Text

REBAR W/CAP FND.

AutoCAD SHX Text N

AutoCAD SHX Text

AE WORKS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GC501

AutoCAD SHX Text

AutoCAD SHX Text

GC501

AutoCAD SHX Text

GC501

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FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

POST

POST

POST

GATE

GATE

GATE

FP

FP

FP

FP

FP

FP

FP

FP

FP FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FLAGPOLES

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP FP

FP

FP

FP

FLAGPOLES

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP FP FP

FP

FP

FP

FPFP

FP

FP

FP

FP

FP

FP

FPFPFP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

MONUMENTS

FLAGPOLES

FLAGPOLES

FLAGPOLES

POSTS

POSTS

POSTS

X

X

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LPLP

LPLP

LP

LP

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 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

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

OH

E

OH

E

OH

E

OH

E

OH

E

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

OH

E

OH

E

OH

E

OH

E

OHE OHE OHE OHE OHE OHE

OHEOHE

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

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

FM

FM

INV.=468.96

STORM INLET

GRATE=502.78

INV. OUT (N)=495.68

"S

LC

PP

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

PP

18"

SLC

PP

" S

LC

PP

18"

SLC

PP

" S

LC

PP

6" PVC

15" RCP

" R

CP

15" SLCPP

15" SLCPP

15" SLCPP

12" SLCPP

" S

LC

PP

12" SLCPP

12" SLCPP

" S

LC

PP

48" CMP

48" CMP

48" CMP

30' 30'

CL

30' 30'

CL

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED ASPHALT CURB

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

CO

NC

RE

TE

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

EX. ROLLED

CONCRETE

CURB (TYP.)

ROLLED CONCRETE CURB

ROLLED CONCRETE CURB

ROLLED CONCRETE CURB

EM

EM

EM

TR

TR

EM

EM

GRAVEL

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

ROLLED CONCRETE CURB

STORM INLET

GRATE=499.77

INV. IN (SW)=495.91

INV. OUT (N)=495.74

" S

LC

PP

IN

V.

=4

.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

LC

PP

" C

MP

YARD INLET

GRATE=516.79

INV. OUT (E)=515.83

6" PVC

12" CMP

15"

SL

CPP

12"SLCPP

15" SLCPP

SL

CP

P

24" SLCPP

INV.=471.21

" S

LC

PP

24" SLCPP

" S

LC

PP

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

GR

AV

EL

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

CO

CO

CO

CO

CO

CO

CO

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

9A

9B

9C

8C

12A

12B

12C

12D

38C

38B

38A

17A 17B

MEM A

COLUMBARIUM D

EX. METROPOLITAN-EDISON RIGHT-OF-WAY

DEED BOOK R-2, PAGE 244 (AQUIRED BY PPL)

DEED BOOK 14, PAGE 684 (ASSIGNED TO MET-ED)

(NO WIDTH PROVIDED IN ACQUIRING DOCUMENT)

(60' WIDTH PROVIDED BY MET-ED REPRESENTATIVES)

OLD CUMBERLAND

STREET

OLD CUMBERLAND

STREET

INDIANTOWN GAP

ROAD

FIS

HE

R

AV

EN

UE

BIDDLE DRIVE

BIDDLE DRIVE

BIDDLE DRIVE

BIDDLE DRIVE

W

W W W

W W

W W

SANITARY MANHOLE

TOP ELEV. = 508.46

8" INLET

INV. ELEV. = 503.31

8" OUTLET

INV. ELEV. = 503.31

SANITARY MANHOLE

TOP ELEV. = 518.87

4" FORCED MAIN

TOP PIPE ELEV. = 514.43

8" OUTLET

INV. ELEV. = 513.62

8" TCP

8"

TC

P

8"

TC

P

FM

FM

FM

UGE

PUMP STATION

PUMP STATION

4" F

OR

CE

D

MA

IN

P

VC

UGE

UGE

UGE

UGE

UGE

SANITARY MANHOLE

TOP ELEV. = 510.26

4" FORCED MAIN

TOP PIPE ELEV. =506.06

SANITARY MANHOLE

TOP ELEV. = 500.02

8" INLET

INV. ELEV. = 492.87

8" OUTLET

INV. ELEV. = 492.72

8" T

CP

8" PVC

8"

PVC

8" PVC

8"

TC

P

8"

TC

P

W

EX. WATER

VAULT

SANITARY MANHOLE

RIM=507.58

INV. IN(E)=502.97

INV. OUT(W)=501.13

EX. 6" PVC

COMMITTAL

SHELTER 1

FFE=505.27

EX. SANITARY

SEWER PUMP

STATION

EX. 40' UTILITY

ESM'T (TYP.)

EX. 4" SANITARY

FORCE MAIN (TYP.)

EX. 4" SANITARY

FORCE MAIN (TYP.)

EX. 8" PVC SAN.

SEW. (TYP.)

EX. UNDERGROUND

ELECTRICAL LINE

(TYP.)

EX. 8" PVC SAN. SEW.

EX. ROLLED

CONCRETE

CURB (TYP.)

EX. ROLLED

CONCRETE

CURB (TYP.)

EX. GRAVEL

DRIVE (TYP.)

12" CMP

STORM INLET

GRATE=490.60

INV. IN (S)=488.10 (4" CPP)

INV. IN (W)=486.51

INV. OUT (N)=486.51

STORM INLET

GRATE=490.58

INV. IN (W)=488.11

INV. OUT (E)=487.63

6" PVC

ORIGIN UNKNOWN

STORM INLET

GRATE=490.85

INV. IN (E)=488.00 (4" CPP)

INV. IN (S)=488.07 (4" CPP)

INV. IN (W)=488.07 (4" CPP)

INV. OUT (N)=487.11

12" CMP

TERMINUS UNKNOWN

STORM MANHOLE

RIM=490.73

INV. IN (S)=481.38

INV. IN (W)=481.53

INV. OUT (N)=481.48

15" CMP

ORIGIN UNKNOWN

21" RCP

STORM MANHOLE

RIM=493.96

INV. IN (S)=479.08

INV. IN (W)=479.08

INV. OUT (N)=479.08

" C

MP

12" CMP

SANITARY MANHOLE

RIM=491.16

INV. IN(W)=484.16

INV. OUT(N)=484.06

SANITARY MANHOLE

RIM=492.51

INV. IN(S)=487.76

NV. IN(W)=489.31

INV. OUT(E)=487.29

4" PVC

4" PVC

10" TCP

" T

CP

CONC. PADS WITH

A/C UNITS

CONC. PAD WITH

A/C UNIT

CONC.

CONC.

CONC.

MACADAM

SURFACE

METAL

GARAGE

METAL

GARAGE

METAL

GARAGE

CONC.

W

APPROX. LOCATION OF

WATER LINE TAKEN FROM

RECORD DRAWINGS TITLED,

"PHASE 4 - GRAVESITE

DEVELOPMENT & CEMETERY

IMPROVEMENTS" DATED 07-08-11

APPROX. LOCATION OF

WATER LINE TAKEN FROM

RECORD DRAWINGS TITLED,

"PHASE 4 - GRAVESITE

DEVELOPMENT & CEMETERY

IMPROVEMENTS" DATED 07-08-11

APPROX. LOCATION OF

WATER LINE TAKEN FROM

RECORD DRAWINGS TITLED,

"PHASE 4 - GRAVESITE

DEVELOPMENT & CEMETERY

IMPROVEMENTS" DATED 07-08-11

BENCHMARK #1:

MAG NAIL #150

ELEV.=480.43

N:398218.4120 E:2299270.9570

BENCHMARK #2:

MAG NAIL #151

ELEV.=487.47

N:398501.5700 E:2299382.4650

BENCHMARK #3:

MAG NAIL #153

ELEV.=505.04

N:399492.0690 E:2297813.7830

BENCHMARK #4:

MAG NAIL #152

ELEV.=518.67

N:399287.5830 E:2297474.8980

BENCHMARK #5:

MAG NAIL #155

ELEV.=467.39

N:398562.5570 E:2296066.6900

BENCHMARK #6:

MAG NAIL #154

ELEV.=493.75

N:398104.9430 E:2296376.7920

BENCHMARK #7:

MAG NAIL #2

ELEV.=491.83

N:397561.1900 E:2297013.7300

BENCHMARK #8:

REBAR #102

ELEV.=480.13

N:397392.1220 E:2297022.7150

NEW ENTRANCE ROAD

NEW ROAD 'A'

NE

W

S

ER

VI

CE

E

NT

RA

NC

E

X

X

X

NEW LOOP ROAD

GNSS RADIO REPEATER POLE, ANTENNA AND

POLE MOUNTED CABINET (REFER TO ELECTRICAL

PLANS) REFER TO SPEC. SEC. 11 83 00 FOR

GNSS REFERENCE SYSTEM REQUIREMENTS.

GNSS REFERENCE SYSTEM MONUMENT AND ANTENNA

(REFER TO ELECTRICAL SITE PLAN) REFER TO

SPEC. SEC. 11 83 00FOR GNSS REFERENCE

SYSTEM REQUIREMENTS

8'

8'22'

TYP.

25.4'

25.4'

14.11'

UD UD

UD UD

X

X

MAINTENANCEBUILDING ROAD

DT509

10' WIDE

SINGLE

GATE

20' WIDE

DOUBLE

GATE

20' WIDE

DOUBLE

GATE

20' WIDE

DOUBLE

GATE

EX. DRAINAGE WAY

EX. DRAINAGE WAY

EX

. D

RA

INA

GE W

AY

EX

. D

RA

INA

GE W

AY

EX. DRAINAGE WAY

EX. DRAINAGE WAY

EX. DRAINAGE WAY

EX. DRAINAGE WAY

EX

. D

RA

IN

AG

E W

AY

EX

. D

RA

INA

GE W

AY

EX

. D

RA

IN

AG

E W

AY

EX

. D

RA

IN

AG

E

W

AY

EX

. D

RA

IN

AG

E

W

AY

EX. DRAINAGE WAY

EX. DRAINAGE WAY

EX. DRAINAGE WAY

FIS

HE

R

AV

EN

UE

INDIANTOWN GAP ROAD

BIDDLE ROAD

OLD CUMBERLAND

ROAD

PBTH

(TYP)

' PBTH

BUFF

ER

0'

PB

TH

B

UF

FE

R

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

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

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

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

AL

TE

RN

AT

E

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

GRAPHICAL SCALE: 1"=200'

200 100 0 200 400 600

NORTH

AREA 1

SEE SHEET

L-101 AND

L-106

AREA 2

SEE SHEET

L-102 AND

L-106

AREA 4

SEE SHEET

L-104

AREA 3

SEE SHEET

L-103

AREA 5

SEE SHEET

L-105

AREA 7

SEE SHEET

L-107

OVERALL LANDSCAPE PLAN

L-100

AREA 6

SEE SHEET

L-105

AREA 8

SEE SHEET

L-107

KEY MAPS:

SEE SHEETS CS101-107, CT101-104, CG101-106 AND L-101-107 FOR

KEY MAPS.

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, 1 REVISIONS PER PRE BID RFI'S 5/11/22

LANDSCAPING NOTES:

1. PLANTING SCHEDULE CAN BE FOUND ON L-105.

2. ALL AREAS

2.1. ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE RESTORED WITH SOD IN

IRRIGATED AREAS AND SEED IN NON-IRRIGATED AREAS.

3. SEED MIXES

3.1. MAINTAINED TURF AREAS (SOD) - BURIAL SECTIONS AND AREAS ADJACENT TO

PUBLICLY TRAVELED ROADS.

- 50% PERENNIAL RYE GRASS

- 30% KENTUCKY BLUEGRASS

- 20% FINE FESCUE

3.2. STORMWATER POND SEEDING - WITHIN STORMWATER PONDS

- 60% REDTOP

- 20% CREEPING BENTGRASS

- 10% VIRGINIA WILD RYE

- 5% ALKALI GRASS

- 3% FOX SEDGE

- 1% AUTUMN BENTGRASS

- 1% TICKLEGRASS

3.3. REFORESTATION AREA SEED MIX - MIXTURE TO BE SELECTED TO INHIBIT THE SPREAD

OF INVASIVE SPECIES, WHILE ALLOWING FOR THE GROWTH OF BAREROOT STOCK

PLANTED IN THESE AREAS.

- 64.8% LITTLE BLUESTEM , FORT INDIANTOWN GAP-PA ECOTYPE

- 20% VIRGINIA WILDRYE, PA ECOTYPE

- 3.1% TALL WHITE BEARDTONGUE

- 3.0% BLACKEYED SUSAN

- 2.5% OXEYE SUNFLOWER, PA ECOTYPE

- 1.3% NARROWLEAF MOUNTAINMINT

- 1.0% BROWNEDEYED SUSAN, WV ECOTYPE

- 0.8% CALICO ASTER

- 0.7% NEW ENGLAND ASTER, PA ECOTYPE

- 0.5% SUNDROPS

- 0.4% ZIGZAG ASTER, PA ECOTYPE

- 0.3% COMMON MILKWEED, PA ECOTYPE

- 0.3% WHITE AVENS, PA ECOTYPE

- 0.3% EARLY GOLDENROD

- 0.2% HEALTH ASTER, PA ECOTYPE

3.4. FOREST MANAGEMENT AREAS - AREAS LARGER THAN 500SF THAT HAVE BEEN

CLEARED OF INVASIVE SPECIES WILL BE VULNERABLE TO CONTINUED INFESTATIONS.

THESE AREAS WILL BE SEEDED WITH THE SAME MIXTURE USED IN THE

REFORESTATION AREAS.

3.5. MAINTAINED TURF AREAS (SEEDED) - AREAS ADJACENT TO MAINTENANCE ROADS,

AREAS USED FOR ACCESS TO STORMWATER PONDS, AND ALL OTHER DISTURBED

AREAS NOT IDENTIFIED ABOVE, INCLUDING AREAS DISTURBED BY DUCT BANK

CONSTRUCTION. SEED MAY ALSO BE USED IN LARGER TURF AREAS THAT WILL BE

MAINTAINED IN THE FUTURE THAT ARE OUTSIDE OF BURIAL SECTIONS.

- 90% TALL FESCUE

- 10% PERENNIAL RYEGRASS

4. 3" CALIPER GREEN ASH REPLACEMENT TREE PLANTINGS ARE REQUIRED. REFER TO

SPECIFICATIONS.

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

POST

POST

POST

POST

POST

INV.=468.96

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

18" SLCPP

18"

SLC

PP

SLC

PP

" S

LC

PP

" S

LC

PP

" S

LC

PP

6" PVC

GRAVEL

ORIGIN UNKNOWN

21" RCP

INV.=477.73

CO

CO

DRAINAGE MANHOLE

RIM=481.72

INV. IN (SW)=478.42

INV. OUT (SE)=478.32

BENCHMARK #2:

MAG NAIL #151

ELEV.=487.47

N:398501.5700 E:2299382.4650

NEW ROAD 'A'

NEW LOOP ROAD

UD

UD

UD

UD UD

UD

UD

UD

UDUD

UD

UD

UD

UD

UD

UD

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

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

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

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

AL

TE

RN

AT

E

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

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

NORTH

GRAPHIC LEGEND:

TURF - SOD

TURF - SEED

AREA 1 LANDSCAPE PLAN

REFORESTATION AREA

TURF - STORMWATER POND MIX

L-101

FOREST MANAGEMENT AREA

A B C D E

A

A

A B

C

C

B

B

D

D

D

D

D

E

E

E

E

C

A

B

B

A

BA

D

SITE KEY MAP

NOT TO SCALE

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

EM

EM

EM

TR

TR

EM

EM

EX.GRAVEL

DRIVE

15" RCP

EX. YARD INLET

EX. DRAINAGE INLET

EX. FOUNDATION DRAIN

4" PERF. PVC UNDERDRAIN

DRAIN BASIN

EX. ROOF DRAIN

TR

BR

TL

BL

EX. 1" WATER

SERVICE LINE

W

EX. WATER

VAULT COMMITTAL

SHELTER 1FFE=505.27

EX. SANITARY

SEWER PUMPSTATION

EX. 40' UTILITY

ESM'T (TYP.)

EX. UNDERGROUND

ELECTRICAL LINE

(TYP.)

EX. HONOR

GUARD BLDG.

AREA 1

AREA 2 AREA 3

AREA 4

AREA 5

AREA 6

AREA 7

AREA 8

AREA 1

N/ A

1 REVISIONS PER PRE BID RFI'S 5/11/22

LANDSCAPING NOTES:

1. PLANTING SCHEDULE CAN BE FOUND ON L-105.

2. ALL AREAS

2.1. ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE RESTORED WITH SOD IN

IRRIGATED AREAS AND SEED IN NON-IRRIGATED AREAS.

3. SEED MIXES

3.1. MAINTAINED TURF AREAS (SOD) - BURIAL SECTIONS AND AREAS ADJACENT TO

PUBLICLY TRAVELED ROADS.

- 50% PERENNIAL RYE GRASS

- 30% KENTUCKY BLUEGRASS

- 20% FINE FESCUE

3.2. STORMWATER POND SEEDING - WITHIN STORMWATER PONDS

- 60% REDTOP

- 20% CREEPING BENTGRASS

- 10% VIRGINIA WILD RYE

- 5% ALKALI GRASS

- 3% FOX SEDGE

- 1% AUTUMN BENTGRASS

- 1% TICKLEGRASS

3.3. REFORESTATION AREA SEED MIX - MIXTURE TO BE SELECTED TO INHIBIT THE SPREAD

OF INVASIVE SPECIES, WHILE ALLOWING FOR THE GROWTH OF BAREROOT STOCK

PLANTED IN THESE AREAS.

- 64.8% LITTLE BLUESTEM , FORT INDIANTOWN GAP-PA ECOTYPE

- 20% VIRGINIA WILDRYE, PA ECOTYPE

- 3.1% TALL WHITE BEARDTONGUE

- 3.0% BLACKEYED SUSAN

- 2.5% OXEYE SUNFLOWER, PA ECOTYPE

- 1.3% NARROWLEAF MOUNTAINMINT

- 1.0% BROWNEDEYED SUSAN, WV ECOTYPE

- 0.8% CALICO ASTER

- 0.7% NEW ENGLAND ASTER, PA ECOTYPE

- 0.5% SUNDROPS

- 0.4% ZIGZAG ASTER, PA ECOTYPE

- 0.3% COMMON MILKWEED, PA ECOTYPE

- 0.3% WHITE AVENS, PA ECOTYPE

- 0.3% EARLY GOLDENROD

- 0.2% HEALTH ASTER, PA ECOTYPE

3.4. FOREST MANAGEMENT AREAS - AREAS LARGER THAN 500SF THAT HAVE BEEN

CLEARED OF INVASIVE SPECIES WILL BE VULNERABLE TO CONTINUED INFESTATIONS.

THESE AREAS WILL BE SEEDED WITH THE SAME MIXTURE USED IN THE

REFORESTATION AREAS.

3.5. MAINTAINED TURF AREAS (SEEDED) - AREAS ADJACENT TO MAINTENANCE ROADS,

AREAS USED FOR ACCESS TO STORMWATER PONDS, AND ALL OTHER DISTURBED

AREAS NOT IDENTIFIED ABOVE, INCLUDING AREAS DISTURBED BY DUCT BANK

CONSTRUCTION. SEED MAY ALSO BE USED IN LARGER TURF AREAS THAT WILL BE

MAINTAINED IN THE FUTURE THAT ARE OUTSIDE OF BURIAL SECTIONS.

- 90% TALL FESCUE

- 10% PERENNIAL RYEGRASS

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

POST

POST

POST

POST

POST

POST

POST

FP

FP

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

PP

18"

SLC

PP

" S

LC

PP

" S

LC

PP

" S

LC

PP

6" PVC

15" RCP

" R

CP

15" SLCPP

GRAVEL

SINGLE WHITE LINE (TYP)

ROLLED CONCRETE CURB

15" SLCPP

SL

CP

P

24" SLCPP

INV.=471.21

" S

LC

PP

24" SLCPP

" S

LC

PP

HYDRANT (TYP)

IRRIGATION ACCESS (TYP)

UNDERGROUND STORM

STRUCTURE SHOWN IN

"INDIANTOWN GAP NC

COLUMBARIUM DESIGN /

BUILD" SHEET 38 CG101

24" S

LCPP

ORIGIN UNKNOWN

21" RCP

INV.=477.73

GRAVEL

CO

CO

CO

CO

CO

CO

CO

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

COLUMBARIUM D

OLD CUMBERLAND

STREET

BENCHMARK #1:

MAG NAIL #150

ELEV.=480.43

N:398218.4120 E:2299270.9570

BENCHMARK #2:

MAG NAIL #151

ELEV.=487.47

N:398501.5700 E:2299382.4650

NEW ROAD 'A'

NE

W

S

ER

VI

CE

E

NT

RA

NC

E

X X

X X

X

X X

X X

X X

X X

X X

X X

NEW LOOP ROAD

UD

UD

UD

UD UD

UD

UD

UD

UDUD

UD

UD

UD

UD

UD

UD

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

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

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

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

AL

TE

RN

AT

E

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

AREA 2 LANDSCAPE PLAN

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

NORTH

L-102

A

A

A

A

D

C

C

D

D

B

B

B

E

E

B

C

E

B

E

A

A C

B

DD

SITE KEY MAP

NOT TO SCALE

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

EM

EM

EM

TR

TR

EM

EM

EX.

GRAVEL

DRIVE

15" RCP

EX. YARD INLET

EX. DRAINAGE INLET

EX. FOUNDATION DRAIN

4" PERF. PVC UNDERDRAIN

DRAIN BASIN

EX. ROOF DRAIN

TR

BR

TL

BL

EX. 1" WATER

SERVICE LINE

W

EX. WATER

VAULT COMMITTAL

SHELTER 1

FFE=505.27

EX. SANITARY

SEWER PUMP

STATION

EX. 40' UTILITY

ESM'T (TYP.)

EX. UNDERGROUNDELECTRICAL LINE

(TYP.)

EX. HONORGUARD BLDG.

AREA 1

AREA 2 AREA 3

AREA 4

AREA 5

AREA 6

AREA 7

AREA 8

AREA 2

GRAPHIC LEGEND:

TURF - SOD

TURF - SEED

REFORESTATION AREA

TURF - STORMWATER POND MIX

FOREST MANAGEMENT AREA

A B C D E

N/ A

1 REVISIONS PER PRE BID RFI'S 5/11/22

LANDSCAPING NOTES:

1. PLANTING SCHEDULE CAN BE FOUND ON L-105.

2. ALL AREAS

2.1. ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE RESTORED WITH SOD IN

IRRIGATED AREAS AND SEED IN NON-IRRIGATED AREAS.

3. SEED MIXES

3.1. MAINTAINED TURF AREAS (SOD) - BURIAL SECTIONS AND AREAS ADJACENT TO

PUBLICLY TRAVELED ROADS.

- 50% PERENNIAL RYE GRASS

- 30% KENTUCKY BLUEGRASS

- 20% FINE FESCUE

3.2. STORMWATER POND SEEDING - WITHIN STORMWATER PONDS

- 60% REDTOP

- 20% CREEPING BENTGRASS

- 10% VIRGINIA WILD RYE

- 5% ALKALI GRASS

- 3% FOX SEDGE

- 1% AUTUMN BENTGRASS

- 1% TICKLEGRASS

3.3. REFORESTATION AREA SEED MIX - MIXTURE TO BE SELECTED TO INHIBIT THE SPREAD

OF INVASIVE SPECIES, WHILE ALLOWING FOR THE GROWTH OF BAREROOT STOCK

PLANTED IN THESE AREAS.

- 64.8% LITTLE BLUESTEM , FORT INDIANTOWN GAP-PA ECOTYPE

- 20% VIRGINIA WILDRYE, PA ECOTYPE

- 3.1% TALL WHITE BEARDTONGUE

- 3.0% BLACKEYED SUSAN

- 2.5% OXEYE SUNFLOWER, PA ECOTYPE

- 1.3% NARROWLEAF MOUNTAINMINT

- 1.0% BROWNEDEYED SUSAN, WV ECOTYPE

- 0.8% CALICO ASTER

- 0.7% NEW ENGLAND ASTER, PA ECOTYPE

- 0.5% SUNDROPS

- 0.4% ZIGZAG ASTER, PA ECOTYPE

- 0.3% COMMON MILKWEED, PA ECOTYPE

- 0.3% WHITE AVENS, PA ECOTYPE

- 0.3% EARLY GOLDENROD

- 0.2% HEALTH ASTER, PA ECOTYPE

3.4. FOREST MANAGEMENT AREAS - AREAS LARGER THAN 500SF THAT HAVE BEEN

CLEARED OF INVASIVE SPECIES WILL BE VULNERABLE TO CONTINUED INFESTATIONS.

THESE AREAS WILL BE SEEDED WITH THE SAME MIXTURE USED IN THE

REFORESTATION AREAS.

3.5. MAINTAINED TURF AREAS (SEEDED) - AREAS ADJACENT TO MAINTENANCE ROADS,

AREAS USED FOR ACCESS TO STORMWATER PONDS, AND ALL OTHER DISTURBED

AREAS NOT IDENTIFIED ABOVE, INCLUDING AREAS DISTURBED BY DUCT BANK

CONSTRUCTION. SEED MAY ALSO BE USED IN LARGER TURF AREAS THAT WILL BE

MAINTAINED IN THE FUTURE THAT ARE OUTSIDE OF BURIAL SECTIONS.

- 90% TALL FESCUE

- 10% PERENNIAL RYEGRASS

UNION TOWNSHIP, LEBANON COUNTY

MUNICIPAL BOUNDARY LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

FM

FM

FM

FM

FM

FM

FM

FM

GR

AV

EL

NEW ENTRANCE ROAD

MA

IN

TE

NA

NC

E

CO

MP

LE

X

MA

IN

TE

NA

NC

E

OP

EN

E

QU

IP

ME

NT

S

TO

RA

GE

BU

ILD

IN

G

20' WIDE

DOUBLE

GATE

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

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

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

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

AL

TE

RN

AT

E

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

AREA 3 LANDSCAPE PLAN

NORTH

L-103

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

NORTH

B

B

B C

C

D

D

D

EE

E

E

B

D

STREAM

CROSSING

B

B

BD

D

D

B E

SITE KEY MAP

NOT TO SCALE

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

EM

EM

EM

TR

TR

EM

EM

EX.

GRAVEL

DRIVE

15" RCP

EX. YARD INLET

EX. DRAINAGE INLET

EX. FOUNDATION DRAIN

4" PERF. PVC UNDERDRAIN

DRAIN BASIN

EX. ROOF DRAIN

TR

BR

TL

BL

EX. 1" WATER

SERVICE LINE

W

EX. WATER

VAULT COMMITTAL

SHELTER 1

FFE=505.27

EX. SANITARY

SEWER PUMP

STATION

EX. 40' UTILITY

ESM'T (TYP.)

EX. UNDERGROUNDELECTRICAL LINE

(TYP.)

EX. HONORGUARD BLDG.

AREA 1

AREA 2 AREA 3

AREA 4

AREA 5

AREA 6

AREA 7

AREA 8

AREA 3

GRAPHIC LEGEND:

TURF - SOD

TURF - SEED

REFORESTATION AREA

TURF - STORMWATER POND MIX

FOREST MANAGEMENT AREA

A B C D E

1 REVISIONS PER PRE BID RFI'S 5/11/22

LANDSCAPING NOTES:

1. PLANTING SCHEDULE CAN BE FOUND ON L-105.

2. ALL AREAS

2.1. ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE RESTORED WITH SOD IN

IRRIGATED AREAS AND SEED IN NON-IRRIGATED AREAS.

3. SEED MIXES

3.1. MAINTAINED TURF AREAS (SOD) - BURIAL SECTIONS AND AREAS ADJACENT TO

PUBLICLY TRAVELED ROADS.

- 50% PERENNIAL RYE GRASS

- 30% KENTUCKY BLUEGRASS

- 20% FINE FESCUE

3.2. STORMWATER POND SEEDING - WITHIN STORMWATER PONDS

- 60% REDTOP

- 20% CREEPING BENTGRASS

- 10% VIRGINIA WILD RYE

- 5% ALKALI GRASS

- 3% FOX SEDGE

- 1% AUTUMN BENTGRASS

- 1% TICKLEGRASS

3.3. REFORESTATION AREA SEED MIX - MIXTURE TO BE SELECTED TO INHIBIT THE SPREAD

OF INVASIVE SPECIES, WHILE ALLOWING FOR THE GROWTH OF BAREROOT STOCK

PLANTED IN THESE AREAS.

- 64.8% LITTLE BLUESTEM , FORT INDIANTOWN GAP-PA ECOTYPE

- 20% VIRGINIA WILDRYE, PA ECOTYPE

- 3.1% TALL WHITE BEARDTONGUE

- 3.0% BLACKEYED SUSAN

- 2.5% OXEYE SUNFLOWER, PA ECOTYPE

- 1.3% NARROWLEAF MOUNTAINMINT

- 1.0% BROWNEDEYED SUSAN, WV ECOTYPE

- 0.8% CALICO ASTER

- 0.7% NEW ENGLAND ASTER, PA ECOTYPE

- 0.5% SUNDROPS

- 0.4% ZIGZAG ASTER, PA ECOTYPE

- 0.3% COMMON MILKWEED, PA ECOTYPE

- 0.3% WHITE AVENS, PA ECOTYPE

- 0.3% EARLY GOLDENROD

- 0.2% HEALTH ASTER, PA ECOTYPE

3.4. FOREST MANAGEMENT AREAS - AREAS LARGER THAN 500SF THAT HAVE BEEN

CLEARED OF INVASIVE SPECIES WILL BE VULNERABLE TO CONTINUED INFESTATIONS.

THESE AREAS WILL BE SEEDED WITH THE SAME MIXTURE USED IN THE

REFORESTATION AREAS.

3.5. MAINTAINED TURF AREAS (SEEDED) - AREAS ADJACENT TO MAINTENANCE ROADS,

AREAS USED FOR ACCESS TO STORMWATER PONDS, AND ALL OTHER DISTURBED

AREAS NOT IDENTIFIED ABOVE, INCLUDING AREAS DISTURBED BY DUCT BANK

CONSTRUCTION. SEED MAY ALSO BE USED IN LARGER TURF AREAS THAT WILL BE

MAINTAINED IN THE FUTURE THAT ARE OUTSIDE OF BURIAL SECTIONS.

- 90% TALL FESCUE

- 10% PERENNIAL RYEGRASS

UNION TOWNSHIP, LEBANON COUNTY

MUNICIPAL BOUNDARY LINE

EAST HANOVER TOWNSHIP, LEBANON COUNTY

FM

FM

FM

FM

FM

FM

FM

FM

FM

GR

AV

EL

NEW ENTRANCE ROAD

MA

IN

TE

NA

NC

E

CO

MP

LE

X

FU

TU

RE

MA

IN

TE

NA

NC

E

CO

MP

LE

X

OP

EN

E

QU

IP

ME

NT

S

TO

RA

GE

BU

ILD

IN

G E

QU

IP

ME

NT

ST

OR

AG

E

BU

ILD

IN

G

FU

EL

PU

MP

S

BULKSTORAGE

MAINTENANCEBUILDING ROAD

DT509

10' WIDE

SINGLE

GATE

20' WIDE

DOUBLE

GATE

20' WIDE

DOUBLE

GATE

20' WIDE

DOUBLE

GATE

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

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

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

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

AL

TE

RN

AT

E

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

AREA 4 LANDSCAPE PLAN

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

NORTH

L-104

NORTH

B

B

B

B C

C

D

DD

D

D

D

D

D

E

E

E

E

E D

B

C B

B

B

STREAM

CROSSING

B

B

BD

SITE KEY MAP

NOT TO SCALE

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

EM

EM

EM

TR

TR

EM

EM

EX.GRAVEL

DRIVE

15" RCP

EX. YARD INLET

EX. DRAINAGE INLET

EX. FOUNDATION DRAIN

4" PERF. PVC UNDERDRAIN

DRAIN BASIN

EX. ROOF DRAIN

TR

BR

TL

BL

EX. 1" WATER

SERVICE LINE

W

EX. WATER

VAULT COMMITTAL

SHELTER 1

FFE=505.27

EX. SANITARY

SEWER PUMP

STATION

EX. 40' UTILITY

ESM'T (TYP.)

EX. UNDERGROUND

ELECTRICAL LINE

(TYP.)

EX. HONOR

GUARD BLDG.

AREA 1

AREA 2 AREA 3

AREA 4

AREA 5

AREA 6

AREA 7

AREA 8

AREA 4

GRAPHIC LEGEND:

TURF - SOD

TURF - SEED

REFORESTATION AREA

TURF - STORMWATER POND MIX

FOREST MANAGEMENT AREA

A B C D E

1 REVISIONS PER PRE BID RFI'S 5/11/22

LANDSCAPING NOTES:

1. PLANTING SCHEDULE CAN BE FOUND ON L-105.

2. ALL AREAS

2.1. ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE RESTORED WITH SOD IN

IRRIGATED AREAS AND SEED IN NON-IRRIGATED AREAS.

3. SEED MIXES

3.1. MAINTAINED TURF AREAS (SOD) - BURIAL SECTIONS AND AREAS ADJACENT TO

PUBLICLY TRAVELED ROADS.

- 50% PERENNIAL RYE GRASS

- 30% KENTUCKY BLUEGRASS

- 20% FINE FESCUE

3.2. STORMWATER POND SEEDING - WITHIN STORMWATER PONDS

- 60% REDTOP

- 20% CREEPING BENTGRASS

- 10% VIRGINIA WILD RYE

- 5% ALKALI GRASS

- 3% FOX SEDGE

- 1% AUTUMN BENTGRASS

- 1% TICKLEGRASS

3.3. REFORESTATION AREA SEED MIX - MIXTURE TO BE SELECTED TO INHIBIT THE SPREAD

OF INVASIVE SPECIES, WHILE ALLOWING FOR THE GROWTH OF BAREROOT STOCK

PLANTED IN THESE AREAS.

- 64.8% LITTLE BLUESTEM , FORT INDIANTOWN GAP-PA ECOTYPE

- 20% VIRGINIA WILDRYE, PA ECOTYPE

- 3.1% TALL WHITE BEARDTONGUE

- 3.0% BLACKEYED SUSAN

- 2.5% OXEYE SUNFLOWER, PA ECOTYPE

- 1.3% NARROWLEAF MOUNTAINMINT

- 1.0% BROWNEDEYED SUSAN, WV ECOTYPE

- 0.8% CALICO ASTER

- 0.7% NEW ENGLAND ASTER, PA ECOTYPE

- 0.5% SUNDROPS

- 0.4% ZIGZAG ASTER, PA ECOTYPE

- 0.3% COMMON MILKWEED, PA ECOTYPE

- 0.3% WHITE AVENS, PA ECOTYPE

- 0.3% EARLY GOLDENROD

- 0.2% HEALTH ASTER, PA ECOTYPE

3.4. FOREST MANAGEMENT AREAS - AREAS LARGER THAN 500SF THAT HAVE BEEN

CLEARED OF INVASIVE SPECIES WILL BE VULNERABLE TO CONTINUED INFESTATIONS.

THESE AREAS WILL BE SEEDED WITH THE SAME MIXTURE USED IN THE

REFORESTATION AREAS.

3.5. MAINTAINED TURF AREAS (SEEDED) - AREAS ADJACENT TO MAINTENANCE ROADS,

AREAS USED FOR ACCESS TO STORMWATER PONDS, AND ALL OTHER DISTURBED

AREAS NOT IDENTIFIED ABOVE, INCLUDING AREAS DISTURBED BY DUCT BANK

CONSTRUCTION. SEED MAY ALSO BE USED IN LARGER TURF AREAS THAT WILL BE

MAINTAINED IN THE FUTURE THAT ARE OUTSIDE OF BURIAL SECTIONS.

- 90% TALL FESCUE

- 10% PERENNIAL RYEGRASS

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 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

OHE OHE OHE OHE OHE OHE OHE OHE

30' 30'

CL

30' 30'

CL

ROLLED CONCRETE CURB

ROLLED CONCRETE CURB

EX. METROPOLITAN-EDISON RIGHT-OF-WAY

DEED BOOK R-2, PAGE 244 (AQUIRED BY PPL)

DEED BOOK 14, PAGE 684 (ASSIGNED TO MET-ED)

(NO WIDTH PROVIDED IN ACQUIRING DOCUMENT)

(60' WIDTH PROVIDED BY MET-ED REPRESENTATIVES)

COMMITTAL

SHELTER 1

FFE=505.27

EX. ROLLED

CONCRETE

CURB (TYP.)

EX. GRAVEL

DRIVE (TYP.)

BENCHMARK #3:

MAG NAIL #153

ELEV.=505.04

N:399492.0690 E:2297813.7830

HONOR

GUARD

W

300' PBTH BUFFER

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 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

COMMITTAL

SHELTER 1

FFE=505.27

BENCHMARK #3:

MAG NAIL #153

ELEV.=505.04

N:399492.0690 E:2297813.7830

HONOR

GUARD

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

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

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

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

AL

TE

RN

AT

E

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

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

AREA 5 AND 6 LANDSCAPE PLAN

AREA 5 - TURF PLAN

DECIDUOUS TREE (SHADE)

EVERGREEN TREE

L-105

NORTH

AREA 6 - PLANTING PLAN

GRAPHIC LEGEND:

NORTH

AREA 5 - PLANTING PLAN

DECIDUOUS TREE (ORNAMENTAL)

SHRUBS

2 PLANTING BED (EXISTING)

PLANTING BED

KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL/PG

HC

CC

HC

CF

VT

HC

GT

PS

GT

NS

GT

PO

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

GRAPHICAL SCALE: 1"=20'

20 10 0 20 40 60

HC

CF

3 PLANTING BED TO TIE INTO EXISTING

PLANTING BED

4 HATCH = EXISTING SOD TO BE REMOVED

AND REPLACED WITH MULCH

5 LIMITS OF NEW MULCH

A

A

A

A

A

TURF - SOD

TURF - SEED

REFORESTATION AREA

TURF - STORMWATER POND MIX

FOREST MANAGEMENT AREA

A B C D E

A

FIRST ENERGY NOTES:

1. NO WORK SHALL BE PERFORMED NEAR OR 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

2. REFER TO SHEET CS105 - SITE LAYOUT AND UTILITY PLAN AREA 5 FOR

ADDITIONAL FIRST ENERGY NOTES.

SITE KEY MAP

NOT TO SCALE

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

EM

EM

EM

TR

TR

EM

EM

EX.

GRAVEL

DRIVE

15" RCP

EX. YARD INLET

EX. DRAINAGE INLET

EX. FOUNDATION DRAIN

4" PERF. PVC UNDERDRAIN

DRAIN BASIN

EX. ROOF DRAIN

TR

BR

TL

BL

EX. 1" WATERSERVICE LINE

W

EX. WATERVAULT

COMMITTALSHELTER 1

FFE=505.27

EX. SANITARYSEWER PUMP

STATION

EX. 40' UTILITYESM'T (TYP.)

EX. UNDERGROUND

ELECTRICAL LINE

(TYP.)

EX. HONOR

GUARD BLDG.

AREA 1

AREA 2 AREA 3

AREA 4

AREA 5

AREA 6

AREA 7

AREA 8

AREA 5

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.

L-501

1 REVISIONS PER PRE BID RFI'S 5/11/22

LANDSCAPING NOTES:

1. PLANTING SCHEDULE CAN BE FOUND ON L-105.

2. ALL AREAS

2.1. ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE RESTORED WITH SOD IN

IRRIGATED AREAS AND SEED IN NON-IRRIGATED AREAS.

3. SEED MIXES

3.1. MAINTAINED TURF AREAS (SOD) - BURIAL SECTIONS AND AREAS ADJACENT TO

PUBLICLY TRAVELED ROADS.

- 50% PERENNIAL RYE GRASS

- 30% KENTUCKY BLUEGRASS

- 20% FINE FESCUE

3.2. STORMWATER POND SEEDING - WITHIN STORMWATER PONDS

- 60% REDTOP

- 20% CREEPING BENTGRASS

- 10% VIRGINIA WILD RYE

- 5% ALKALI GRASS

- 3% FOX SEDGE

- 1% AUTUMN BENTGRASS

- 1% TICKLEGRASS

3.3. REFORESTATION AREA SEED MIX - MIXTURE TO BE SELECTED TO INHIBIT THE SPREAD

OF INVASIVE SPECIES, WHILE ALLOWING FOR THE GROWTH OF BAREROOT STOCK

PLANTED IN THESE AREAS.

- 64.8% LITTLE BLUESTEM , FORT INDIANTOWN GAP-PA ECOTYPE

- 20% VIRGINIA WILDRYE, PA ECOTYPE

- 3.1% TALL WHITE BEARDTONGUE

- 3.0% BLACKEYED SUSAN

- 2.5% OXEYE SUNFLOWER, PA ECOTYPE

- 1.3% NARROWLEAF MOUNTAINMINT

- 1.0% BROWNEDEYED SUSAN, WV ECOTYPE

- 0.8% CALICO ASTER

- 0.7% NEW ENGLAND ASTER, PA ECOTYPE

- 0.5% SUNDROPS

- 0.4% ZIGZAG ASTER, PA ECOTYPE

- 0.3% COMMON MILKWEED, PA ECOTYPE

- 0.3% WHITE AVENS, PA ECOTYPE

- 0.3% EARLY GOLDENROD

- 0.2% HEALTH ASTER, PA ECOTYPE

3.4. FOREST MANAGEMENT AREAS - AREAS LARGER THAN 500SF THAT HAVE BEEN

CLEARED OF INVASIVE SPECIES WILL BE VULNERABLE TO CONTINUED INFESTATIONS.

THESE AREAS WILL BE SEEDED WITH THE SAME MIXTURE USED IN THE

REFORESTATION AREAS.

3.5. MAINTAINED TURF AREAS (SEEDED) - AREAS ADJACENT TO MAINTENANCE ROADS,

AREAS USED FOR ACCESS TO STORMWATER PONDS, AND ALL OTHER DISTURBED

AREAS NOT IDENTIFIED ABOVE, INCLUDING AREAS DISTURBED BY DUCT BANK

CONSTRUCTION. SEED MAY ALSO BE USED IN LARGER TURF AREAS THAT WILL BE

MAINTAINED IN THE FUTURE THAT ARE OUTSIDE OF BURIAL SECTIONS.

- 90% TALL FESCUE

- 10% PERENNIAL RYEGRASS

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

POST

POST

POST

INV.=468.96

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

18" SLCPP

18"

SLC

PP

18"

SLC

PP

21" RCP

INV.=477.73

CO

CO

CO

DRAINAGE MANHOLE

RIM=481.72

INV. IN (SW)=478.42

INV. OUT (SE)=478.32

BENCHMARK #2:

MAG NAIL #151

ELEV.=487.47

N:398501.5700 E:2299382.4650

NEW ROAD 'A'

NE

W

S

ER

VI

CE

E

NT

RA

NC

E

NEW LOOP ROAD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

UD

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

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

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

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

AL

TE

RN

AT

E

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

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NORTH

AREA 1 AND 2 PLANTING PLAN

AREA 1 AND AREA 2 - PLANTING PLAN

L-106

NS

SR

SR

HC

QA

QA

SR

QA

AR

DECIDUOUS TREE (SHADE)

EVERGREEN TREE

GRAPHIC LEGEND:

DECIDUOUS TREE (ORNAMENTAL)

SHRUBS

1 DECIDUOUS TREE PLANTING DETAIL

(OVER 3" CAL) (TYP.)

KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL/PG

SR

TURF - SOD

TURF - SEED

REFORESTATION AREA

TURF - STORMWATER POND MIX

FOREST MANAGEMENT AREA

A B C D E

QA

SITE KEY MAP

NOT TO SCALE

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

EM

EM

EM

TR

TR

EM

EM

EX.

GRAVELDRIVE

15" RCP

EX. YARD INLET

EX. DRAINAGE INLET

EX. FOUNDATION DRAIN

4" PERF. PVC UNDERDRAIN

DRAIN BASIN

EX. ROOF DRAIN

TR

BR

TL

BL

EX. 1" WATER

SERVICE LINE

W

EX. WATER

VAULT COMMITTAL

SHELTER 1

FFE=505.27

EX. SANITARY

SEWER PUMP

STATION

EX. 40' UTILITY

ESM'T (TYP.)

EX. UNDERGROUND

ELECTRICAL LINE

(TYP.)

EX. HONOR

GUARD BLDG.

AREA 1

AREA 2 AREA 3

AREA 4

AREA 5

AREA 6

AREA 7

AREA 8

AREA 1

AREA 2

N/ A

L-501

2 COLUMBARIUM - TREE PLANTING DETAIL 3

L-501

1 REVISIONS PER PRE BID RFI'S 5/11/22

LANDSCAPING NOTES:

1. PLANTING SCHEDULE CAN BE FOUND ON L-105.

2. ALL AREAS

2.1. ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE RESTORED WITH SOD IN

IRRIGATED AREAS AND SEED IN NON-IRRIGATED AREAS.

3. SEED MIXES

3.1. MAINTAINED TURF AREAS (SOD) - BURIAL SECTIONS AND AREAS ADJACENT TO

PUBLICLY TRAVELED ROADS.

- 50% PERENNIAL RYE GRASS

- 30% KENTUCKY BLUEGRASS

- 20% FINE FESCUE

3.2. STORMWATER POND SEEDING - WITHIN STORMWATER PONDS

- 60% REDTOP

- 20% CREEPING BENTGRASS

- 10% VIRGINIA WILD RYE

- 5% ALKALI GRASS

- 3% FOX SEDGE

- 1% AUTUMN BENTGRASS

- 1% TICKLEGRASS

3.3. REFORESTATION AREA SEED MIX - MIXTURE TO BE SELECTED TO INHIBIT THE SPREAD

OF INVASIVE SPECIES, WHILE ALLOWING FOR THE GROWTH OF BAREROOT STOCK

PLANTED IN THESE AREAS.

- 64.8% LITTLE BLUESTEM , FORT INDIANTOWN GAP-PA ECOTYPE

- 20% VIRGINIA WILDRYE, PA ECOTYPE

- 3.1% TALL WHITE BEARDTONGUE

- 3.0% BLACKEYED SUSAN

- 2.5% OXEYE SUNFLOWER, PA ECOTYPE

- 1.3% NARROWLEAF MOUNTAINMINT

- 1.0% BROWNEDEYED SUSAN, WV ECOTYPE

- 0.8% CALICO ASTER

- 0.7% NEW ENGLAND ASTER, PA ECOTYPE

- 0.5% SUNDROPS

- 0.4% ZIGZAG ASTER, PA ECOTYPE

- 0.3% COMMON MILKWEED, PA ECOTYPE

- 0.3% WHITE AVENS, PA ECOTYPE

- 0.3% EARLY GOLDENROD

- 0.2% HEALTH ASTER, PA ECOTYPE

3.4. FOREST MANAGEMENT AREAS - AREAS LARGER THAN 500SF THAT HAVE BEEN

CLEARED OF INVASIVE SPECIES WILL BE VULNERABLE TO CONTINUED INFESTATIONS.

THESE AREAS WILL BE SEEDED WITH THE SAME MIXTURE USED IN THE

REFORESTATION AREAS.

3.5. MAINTAINED TURF AREAS (SEEDED) - AREAS ADJACENT TO MAINTENANCE ROADS,

AREAS USED FOR ACCESS TO STORMWATER PONDS, AND ALL OTHER DISTURBED

AREAS NOT IDENTIFIED ABOVE, INCLUDING AREAS DISTURBED BY DUCT BANK

CONSTRUCTION. SEED MAY ALSO BE USED IN LARGER TURF AREAS THAT WILL BE

MAINTAINED IN THE FUTURE THAT ARE OUTSIDE OF BURIAL SECTIONS.

- 90% TALL FESCUE

- 10% PERENNIAL RYEGRASS

OHE OHE OHE OHE OHE

X X

X

X

XX

X

X X

X

LP

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

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

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

A

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

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

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

AL

TE

RN

AT

E

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…

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