Centerline and Right-of-Way Geometry from:

Commonwealth of Pennsylvania

Department of Transportation

Drawings Re-establishing Limited Access Highway

and Authorizing Condemnation of Right-of-Way for

Leg. Rout 123 Section A13R/W

In Cumberland County

From Sta. 92+00.00 to Sta. 156+43.00 Length 6443.00ft. 1.220Mi.

Also

70.00

Legal Rig

ht-

of-

Way L

ine f

or

Lim

ited A

ccess

Required Right-of-Way Line for Limited Access

Conc. Mon. (fnd)

PK Nail (fnd)

Conc. Mon. (fnd)

Rebar (fnd)

Conc. Mon. (fnd)

60" Oak Tree

8" Deciduous

Tree

10" Deciduous

Tree

12" Deciduous

Tree

12" Deciduous

Tree

24" Deciduous Tree

24" Oak Tree

36" Oak Tree

10" Chestnut Tree

10" Chestnut Tree

Wetlands Delineation

Performed by Vortex

Environmental

100-Year

Floodway

24'

Existing

Pave

60' Existing

R

ight-of-W

ay

PPL 21298

S31033

VZ14

PPL 21306

S31047

PPL 21314

S31060

PPL 21321

S31072

PPL 21330

S31084

PPL 21340

S31088

PPL 21339

S31097

PPL 21350

S31101

GV

G G

GV

GV

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

2

4

"

C

M

P

1

5

"

C

M

P

1

8

"

C

M

P

1

5

"

C

M

P

1

5

"

C

M

P

Existing Storm Inlet

Rim=551.13

Inv. In=544.03

Inv. Out=543.83

2

4

"

H

D

P

E

30" H

DPE

Existing Storm Inlet

Rim=547.76

Inv. In=540.56

Inv. Out=540.61

30" HDPE

Existing Storm Inlet

Rim=543.59

Existing Box Culvert

Inv. In=535.28

Existing Box Culvert

Inv. Out=534.85

Existing 66" Square Box Culvert

Inv. In=530.29

Existing 66" Square Box Culvert

Inv. Out=529.67

Existing 24" CIP

Inv. In=527.30

Existing 24" CIP

Inv. Out=526.22

Existing 4'X6' CMP

Inv. In=524.27

Existing 4'X6' CMP

Inv. Out=518.48

Existing 4'X6' CMP

Inv. Out=518.72

Existing 4'X6' CMP

Inv. In=524.39

Existing Storm Structure

Inv. In (48" HDPE)=536.91

Inv. In (36" HDPE)=536.66

48" HDPE

3

6

"

H

D

P

E

Existing Storm Inlet

Rim=536.02

Inv. In=531.12

Inv. Out=530.92

Existing Storm Inlet

Rim=536.56

Inv. In=531.21

Inv. Out=531.56

Existing Storm Inlet

Existing Storm Inlet

Existing Storm Inlet

Existing Storm Inlet

Existing Storm Inlet

Existing 36" HDPE

Inv. Out=531.09

2

4

"

H

D

P

E

3

6

"

H

D

P

E

Existing 7'X8' Box Culvert

Inv. In=516.89

4" PE Gas Main

2" PE

Gas Main

2" PE

Gas Main

1" Gas

Service

N/F

Joseph H. & Ruth Hess

Deed Book 12, Volume A, Page 64

Plan Book 42, Page 129, Lot No. 2

Plan Book 45, Page 108, Lot No. 1

Plan Book 49, Page 9

Plan Book 79, Page 139, Lot No. 1

Tax Parcel 42-27-1890-006

N/F

W. Lee & Rosalie H. Roland

Deed Book 210, Page 53

Plan Book 79, Page 139, Lot No. 6

Tax Parcel 42-28-2419-135

N/F

Upper Allen Township

Deed Book 25, Volume I, Page 957

Tax Parcel 42-27-1890-006C

N/F

Synergon Company, LP

Instrument # 200736150

Plan Instrument # 200733651, Lot No. 1

Plan Book 27, Page 57, Lot No. 1

Plan Book 53, Page 63, Lot No. 1

Tax Parcel 42-27-1888-076B

N/F

Hoss's Restaurant Operations, Inc.

Deed Book 220, Page 963

Plan Book 49, Page 9, Lot No. 4

Plan Book 53, Page 63, Lot No. 2

Tax Parcel 42-28-2421-296A

N/F

Loudoun Centre, LLC

Deed Book 269, Page 4485

Tax Parcel 42-28-2419-058

Plan Instrument # 200745851

Plan Book 27, Page 59, Lot No. 1

WV

W

V

W

V

W

V

W

V

W

S

O

W W W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

V

W

W

8" W

ater M

ain

1

2

"

W

a

t

e

r

M

a

i

n

12" W

ater M

ain

12" Water Main

S

S

S

S

S

S

S

S

S

S

S

Existing San. MH 1-195

Rim=521.18

Inv. In=511.38

Inv. Out =511.28

Existing San. MH 1-196

Rim=529.13

Inv. In=518.01

Inv. Out =517.91

Existing San. MH 1-198

Rim=536.70

Inv. In=527.20

Inv. In Drop=521.95

Inv. Out =521.85

S SS

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

Existing San. MH 1-200

Existing San. MH 1-199

Site Benchmark

Existing San. MH 1-100

RIM=536.73

Existing San. MH 1-208

S

S

S

S

S

S

S

S

S

S

S

S

HOSS'S

"Stop" &

"Street"

Sign

"Welcome to Display

Garden" Sign

8" Pine

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

Water Service

G G

G

G

G

G

G

G

G

G

G

G

G

G

G

Gas Stubs For

Future Development

Water Stubs For

Future Development

Existing Planet

Fitness

20,000 sq. ft.

(100' X 200')

FFE=537.60

Emergency

Vehicle Sign

Stop Sign

No Parking Sign

"Fire Station"

Sign

Conc. Mon.

(set)

Conc. Mon.

(set)

Rebar

(set)

PK Nail

(set)

PK Nail

(set)

PK Nail

(set)

Rebar

(set)

Retaining Wall

RD

RD

RD

RD

RD

RD

RD

RD

R

D

R

D

S

S

S

S

S

S

S

S

S

S

S

S

L

S

L

S

L

S

L

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

4' Wide

Porous Concrete

8" PVC

Roof

Drain

Lot #1

4.60 acres (Gross Area)

200,498 sq. ft. (Gross Area)

191,815 sq. ft. (Net Area)

4.40 acres (Net Area)

Lot #2

4.54 acres (Gross Area)

197,813 sq. ft. (Gross Area)

191,816 sq. ft. (Net Area)

4.40 acres (Net Area)

PROPOSED MEDICAL

OFFICE BUILDING

26,400 sq. ft.

(110' X 240')

24'

18'

18'

24'

18'

18'

24'

18'

9.5'

24'

24'

STORMWATER MANAGEMENT AREA

5

4

0

5

3

8

5

3

5

5

3

4

5

4

3

5

4

5

5

4

6

5

4

7

5

5

2

550

5

4

9

5

4

7

5

4

5

5

4

3

5

4

0

5

3

8

5

3

7

5

3

6

535

534

5

3

5

539

5

3

6

5

3

5

5

3

8

5

3

5

5

3

2

529

532

5

2

8

5

3

5

5

3

4

5

3

3

5

3

4

5

3

5

536

COVERED PATIENT

DROP OFF

Existing Stormwater Basin

Existing Sanitary

Sewer Lateral Stub

EX I-17

EX ES-16

Existing Access Easement

20'R

40'R

24'

N30° 16' 30"E

158.30'

R = 2,370.00'

L = 155.92'

CB = S32° 10' 12"W

C = 155.89'

S61° 36' 38"E

582.64'

S61° 36' 38"E

20.16'

S26° 2

3' 21"W

335.1

8'

N59° 40' 56"W

24.43'

S59° 40' 56"E

605.91'

j:\projects\2016\216002\cad\xref\216002-d.dw

g

1. Existing owner: Joseph H. Hess Et Al.

2. Equitable owner and applicant for Lot #1:

Lobar Properties and/or assigned

4 Barlo Circle

Dillsburg, PA 17019

Phone: (717) 432-3429

3. Site is tax parcel number 42-28-2421-296

4. Total land development area: 4.40 acres

5. Site is zoned C-2 - Highway Commercial District

6. Existing number of lots: 1

7. Proposed number of lots: 1

8. Existing use: Agriculture

9. Existing water supply: Public

10. Existing sewage disposal: Public

11. Proposed water supply: Public

12. Proposed sewage disposal: Public

13. Proposed use: Medical Office Building

ZONING REQUIREMNTS

Highway Commercial (C-2) Required Proposed

Minimum Street Frontage

150 Feet 314.22 Feet

Maximum Building Coverage

50% 13.76%

Maximum Impervious Coverage

70% 54.01%

Minimum Landscaping / Vegetative Cover

30% 45.99%

Minimum Front Yard 50 Feet 50 Feet

Minimum Side Yard 15 Feet Each Side 15 Feet

Minimum Rear Yard 15 Feet 15 Feet

Maximum Building Height

35 Feet <35 Feet

Parking (1 space/200 sq.ft.) 132 Spaces 151 Spaces

Handicap Parking 6 Spaces 6 Spaces