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U

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UGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUG

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EEEEEEEEEEEEEEEEEEEEEE

E

E

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W

W

W

W

W

W

W

W

W

W

W

W

W

W

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W

W

W

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SA

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SA

N

/

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EX. SWM POND

EX.SWM POND

C

-2

C

-

1

S 1

0°3

4'2

5"

W 1

839.8

0'

N 2

1°54'1

5" E

661.6

9'

N 68°05'56" W

363.97'

N 15°26'22" E 1030.22'

PA

RC

EL

"A

"

EXISTING TARGET STORE

UN

D. G

RD

.

RE

v P

IT

#

2

2,6

25

S

F/3

' D

EE

P

31

5/1

75

, 7

94

/2

47

McH

EN

RY

R

OA

D

N

W

N

W

N

W

N

W

N

W

N

W

NW

NW

NW

N

W

N

W

N

W

N

W

N

W

N

W

NW

N

W

N

W

N

W

N

W

N

W

N

W

N

W

N

W

N

W

N

W

N

W

N

W

N

W

N

W

NW

N

W

N

W

N

W

NW

NW

N

W

N

W

N

W

N

W

N

W

N

W

T

O

C

H

U

R

C

H

V

I

L

L

E

T

O

A

B

E

R

D

E

E

N

DR

IV

E

BO

UZ

AR

TH

LA

NE

CO

LA

IN

E

GR

AC

EFO

RD

DR

IVE

M

A

R

Y

L

A

N

D

R

O

U

T

E

2

2

22

11

14

18

21

21

21

21

13

13

13

13

13

13

13

13

20

20

13

13

10

46

6

18

13

18

18

18

18

12

18

18

12

12

12

12

12

12

12

12

4

25

26

21

12

12

18

8

9

9

9

7

13

22

1818

14

12

12

12

12

12

11

7

7

22

11

9

18

EX. UND GRD

RECHARGE PIT

AND SWM ESMT.

#2 (TO BE

RELOCATED)

PR. DUMPSTER

PAD

EX. DUMPSTER

PAD

EX. 10' D&U ESMT.

EX. 5' D&U ESMT.

PROP. 10'

D&U ESMT.

E

X

.

4

0

'

D

&

U

E

S

M

T

.

EX. DUMPSTER

PAD

EX. DUMPSTER

PAD (TYP.)

PROP. UND GRD

RECHARGE PIT

#2

EX. LIGHT (TYP.)

No. 650

MEDICAL

OFFICE BUILDING #2

95,250± S.F.

3 STORY

FFE 172.2

No. 636

OFFICE. #3

15,400± S.F.

2 STORY

FFE 175.5

PR. RIGHT IN

RIGHT OUT

PROP. HELIPAD

EX. SD

(TO BE

REMOVED)

EX. WALK

EX. CURB (TYP.)

(TBR)

PR. CONNECTION

PR

. 8" S

AN

PR

. 8" W

AT

U/G LP TANKS

CHILLERS

8' Clear,

10' Clear

U/G GEN

FUEL TANK

GENERATOR

XFMR

R=15'R=15'

R=60'

R

=

1

5

'

R

=

1

5

'

R

=

3

5

'

R

=

1

5

'

R

=

3

5

'

R

=

1

5

'

R

=

1

5

'

R

=

1

0

'

R

=

1

5

'

R

=

1

5

'

R

=

1

5

'

R

=

1

5

'

R

=

1

5

'

R

=

1

5

'

R

=

1

5

'

9'

9'

9'

9'

9'

9'

9'

9'

9'

9'

9'

9'

9'

9'

9'

9'

9'

9'

24

'

24'

40

'

24

'

24

'

18'

18'

18'

18'

18'

18

'

18'

18

'

18'

18'

18'

18

'

18'

18

'

18

'

18'

18'

18'

18

'

18

'

18

'

18'

18'

18'

18

'

18'

18'

18'

18'

18'

18'

16'

24'

24'

24'

24'

24'

24

'

24'

24

'2

4'

24'

24'24'

2

4

'

24'

24'

24' 24'24'

24'

24'

24'

24'

24'

24'

24'

NONTIDAL WETLANDS

25' WETLANDS BUFFER

MICROPOOL

E

1

,5

4

5

,0

0

0

N

6

7

7

,0

0

0

6' SIDEWALK

8' SIDEWALK

8' SIDEWALK

6' SIDEWALK

6' S

ID

EW

AL

K

6' SIDEWALK

6' SIDEWALK

REV. 7" C&G

7" C

&G

7" C&G

REV. 7" C&G

RE

V. 7" C

&G

(T

BR

)

RE

V. 7" C

&G

REV. 7" C&G

7" C&G

REV. 7" C&GREV. 7" C&GREV. 7" C&G

REV. 7" C&G

7" C&G

7" C&G

RE

V. 7" C

&G

RE

V. 7" C

&G

7" C

&G

EX. REV. 7" C&G

EX. 7" C&G

REV. 7" C&G

7" C&G

7" C

&G

25' WETLANDS BUFFER

EX. FOREBAY

E

1

,5

4

5

,0

0

0

N

6

7

5

,5

0

0

E

1

,5

4

5

,2

5

0

N

6

7

5

,5

0

0

6" PVC

4" PVC. MAINT. DRAIN

RE

V. 7" C

&G

RE

V. 7" C

&G

RE

V. 7" C

&G

18'

EX

. 8" S

AN

.

EX. SMH

TOP ELEV. = 144.75

8" INV. 137.87

E

X

. 8" S

A

N

.

EX

. 8" W

AT

.

EX. SMH

TOP ELEV. = 182.20

8" INV. 175.87

R

=

3

5

'

WATERS OF THE U.S.

PROP. FENCE

EX. RETAINING WALL

50' B

UF

FE

RY

AR

D

50' B

UF

FE

RY

AR

D

50' B

UF

FE

RY

AR

D

25' BUFFERYARD

EX

. 50' P

RIV

AT

E R

/W

HD

C 1143/749 &

P

RO

P.

DR

AIN

AG

E &

U

TILIT

Y

EA

SE

M

EN

T

20'

24'

24'

24'

18

'

18

'

9'

24'

24'

6'

PROP.WALK

1

8

'

1

8

'

N

6

7

5

,5

0

0

E

1

,5

4

5

,2

5

0

N

6

7

5

,5

0

0

N

6

7

7

,0

0

0

E

1

,5

4

5

,0

0

0

EX

. 8" S

AN

.

EX

. 8" W

AT

.

EX

. 12"

WA

T.

E

X

.

1

5

"

C

M

P

E

X

.

2

4

"

C

M

P

E

X

.

4

2

"

R

C

C

P

E

X

. 3

0

"

R

C

C

P

PU

BLIC

8" S

AN

.

E

1

,5

4

5

,0

0

0

6" S

AN

.

EX

. 8" W

AT

.

2

7

"

S

D

2

7

" S

D

8" W

AT

.

15" S

D

15" S

D

21" SD

E

X

.

4

8

"

R

C

C

P

27" S

D

24" SD18" SD 15" SD

15" S

D

15" S

D

18" S

D

30" S

D

30" SD

27" SD

2

7

" S

D

18" SD

2

4

"

S

D

8" W

AT

.

8" W

AT

.

8" W

AT

.

6" WAT.

8" WAT.8" WAT.8" WAT.

8" WAT.

8" W

AT

.

8" WAT.

8

"

W

A

T

.

8" WAT. 8" WAT.

8" WAT.

6" S

AN

.6" S

AN

.

6" S

AN

.

6" S

AN

.

8" SAN.

8" S

AN

.

8" SAN.

8

"

S

A

N

.

8" SAN.

8" SAN.

36" SD

3

0

"

S

D

6" WAT.

E

X

.

1

5

"

R

C

C

P

EX. 27" RCCP

E

X

.

2

7

"

R

C

C

P

EX. 42" RCCP

EX. 33" RCCP

EX. 42" RCCP

E

X

. 3

6

"

R

C

C

P

EX. 33" RCCP

P

R

I

V

A

T

E

8

"

S

A

N

.

PRIVATE 8" WAT.

6" S

AN

.

6" SAN.

6

"

S

A

N

.

6

"

S

A

N

.

8" W

AT

.

8" WAT.

18" S

D

EX. LIGHT (TYP.)

EX. HA. CO.

METER VAULT

ASSEMBLY PER

DET. W-25 &

DRAINAGE/UTILITY

EASEMENT

EX. CONC

CROSSOVER

PR

. 5' S

ID

EW

ALK

P

R

. 5' S

ID

E

W

A

LK

EX. 2"

VERIZON, GAS

AND ELECTRIC

EX. CURB

(TYP.)

(TBR)

EX. CURB (TYP.)

(TBR)

EX. CURB (TYP.)

(TBR)

POSSIBLE FUTURE BED TOWER

TYPE: 'P-1' MICROPOOL EXTENDED DETENTION FACILITY

12' WALL TO MATCH

BUILDING VENEER

PR.

CANOPY

(TYP.)

PR. INLET

EXISTING

McH

EN

RY

R

OA

D

EX. CONC

EX. WETLANDS

RESTRICTION

AREA

No. 660

FREE STANDING

MEDICAL FACILITY

#1 125,000± S.F.

3 STORY

FFE 170.00

PR

. B

IK

E LA

NE

PR

. A

CC

ELL LA

NE

S

H

A

R

IG

H

T

O

F

W

A

Y

S

IG

N

L

O

C

A

T

IO

N

P

R

. D

E

C

E

L

L

A

N

EP

R

. B

IK

E

L

A

N

E

PR. INLET

STANCILLS INC

1025 MIDDLETON RD.

T.M. 202 P. 2862 LOT 2

315/175, 794/247

ZONED B-3

STANCILLS INC

MIDDLETON RD.

T.M. 202 P. 2862 LOT 1

315/175, 794/247

ZONED B-3

MARYLAND PROPERTIES GROUP LLC

112 BOUZARTH LANE

T.M. 202, P. 618

6634/643

ZONED B-3

MORRIS C. DURHAM &

MARY H. DURHAM

232 GRACEFORD

T.M. 202 P.640

798/460

ZONE R-2

WALTER PIPER

STEVENSON &

JANET L. PIPER

350 GRACEFORD

T.M. 202 P.657

10788/00401

ZONE R-2

MICHAEL A. MANCO

346 GRACEFORD

T.M. 202 P.656

1339/177

ZONE R-2

STEVEN A. LUCAS &

JAMEE L. LUCAS

342 GRACEFORD

T.M. 202 P.655

8027/513

ZONE R-2

EQUITY TRUST CO. FOR

LISA BAILES IRA

338 GRACEFORD

T.M. 202 P.654

7868/562

ZONE R-2

IGOR RUCHKO

334 GRACEFORD

T.M. 202 P.653

10747/00389

ZONE R-2

DEBORAHH J. POLLARD

330 GRACEFORD

T.M. 202 P.652

5961/156

ZONE R-2

GORDON M.

SASSAMAN & WIFE

326 GRACEFORD

T.M. 202 P.651

973/540

ZONE R-2

CHIMIELEWSKI JASON

SMANTHA POTTER

322 GRACEFORD

T.M. 202 P.650

08220/00174

ZONE R-3

ERNA G. SNYDER

318 GRACEFORD

T.M. 202 P.649

745/397

ZONE R-2

ABERDEEN TOWN

COMMISSIONERS

GRACEFORD

T.M. 202 P.648

429/197

ZONE R-2

BARRY D. BENNETT &

LINDA M. BENNETT

310 GRACEFORD

T.M. 202 P.647

1329/457

ZONE R-2

KEYJHIA N. WHITAKER

306 GRACEFORD

T.M. 202 P.646

12390/00046

ZONE R-2

PAUL J FORTIER

302 GRACEFORD

T.M. 202 P.645

08610/00215

ZONE R-2

MICHAEL J. COLE

262 GRACEFORD

T.M. 202 P.644

7324/629

ZONE R-2

JAMES E. COLE & WIFE

256 GRACEFORD

T.M. 202 P.643

482/120

ZONE R-2

MICHAEL G. HIOB &

BARBARA A. MITCHELL

248 GRACEFORD

T.M. 202 P.642

1631/892

ZONE R-2

PAUL R. BUTLER, JR.

240 GRACEFORD

T.M. 202 P.641

4456/108

ZONE R-2

THELMA S GROSS

224 GRACEFORD

T.M. 202 P.640

9586/387

ZONE R-2

NO

RT

H

22

40

HILLCREST

B

E

L

A

I

R

A

V

E

132

462

MANOR

ROYAL

ACRES

SITE

BAKERFIELD ES

ABERDEEN HS

ABERDEEN MS

CHESAPEAKE

ACRES

B

A

K

E

R

S

T

M

T

R

O

Y

A

L

A

V

E

G

R

A

C

E

F

O

R

D

D

R

A

B

E

R

D

E

E

N

T

H

R

U

W

A

Y

W

O

O

D

C

R

E

S

T

M

ID

D

L

E

T

O

N

E

D

M

U

N

D

R

O

G

E

R

S

C

H

A

P

E

L

P

A

R

K

E

C

H

U

R

C

H

B

A

L

T

I

M

O

R

E

H

O

L

L

O

W

A

Y

C

R

E

S

T

M

O

N

T

P

A

R

A

D

I

S

E

W

Y

E

AND

REW

S

B

O

U

Z

A

R

T

H

M

O

Y

E

R

RO

BE

RT

S

H

IL

L

C

R

E

S

T

B

O

N

N

I

E

M

A

P

L

E

R

O

C

K

P

L

A

T

E

R

CUSTIS

G

R

E

A

T

O

A

K

S

H

O

U

S

E

R

A

Y

COLANE

B

U

R

K

L

E

Y

S

A

D

L

E

R

R

E

D

R

O

B

I

N

R

A

B

B

I

T

R

U

N

P

O

P

L

A

R

RO

AD

BURNS

CORNER

95

ALTON

HOMES

SCHOFIELD

K

R

E

T

L

O

W

B

A

T

T

L

E

WOODLAND

GREEN

A

L

T

O

N

G

R

A

N

T

P

I

E

R

C

E

CARSINS RUN

B

E

A

R

D

S

H

IL

L

BA

RN

ET

T

SH

IR

LE

Y

SOUTHGATE

JE

NN

IFE

R

BR

EN

DA

W

IN

D

S

O

N

G

P

LE

A

S

A

N

T

B

E

A

R

D

S

H

I

L

L

A

P

P

L

E

S

B

Y

TR-13

TR-3

/

/

/

/

C-2

C-1

S

1

0

°3

4

'2

5

" W

1

8

3

9

.8

0

'

N

2

1

°

5

4

'1

5

"

E

6

6

1

.

6

9

'

N

6

8

°

0

5

'5

6

"

W

3

6

3

.

9

7

'

N

1

5

°

2

6

'2

2

"

E

1

0

3

0

.2

2

'

PRELIMINARY SITE PLAN SHEET

1" = 50'

SOILS DATA

3-8%DcB DELANCO YESLIMITED YES YES C

-

Cx CUT/FILL LAND NONO NO NO C

2-5%BeB BELTSVILLE YESLIMITED YES NO C

SLOPE

SOIL

SERIES

SEPTIC

LIMITATIONS

HIGHLY

ERODIBLE

HYDRIC

PRIME

AGRICULTURAL

HYDROLOGIC

CLASSIFICATION

SYMBOL

-

En ELKTON YESYES YES NO D

2-5%MkB MATAPEAKE NONO YES YES B

-

Sa SAND/GRAVEL NOLIMITED NO NO A

PROPOSED WASTERWATER/WATER USE CALCULATIONS

CURVE TABLE

CURVE DELTA RADIUS ARC CHORD BEARING CHORD TANGENT

C-1 2°21'56" 2177.83' 89.92' N86°21'30"E 89.91' 44.96'

C-2 8°44'59" 2208.83' 337.31' S85°35'04"E 336.98' 168.98'

OFFICE #3

PRODUCT TYPEGROSS S.F.

FREESTANDING MEDICAL

125,000±

EXISTING MEDICAL OFFICE

TOTAL S.F.

95,250±

15,400±

SITE DATA:

CO

PY

RIG

HT

A

DC

T

HE

M

AP

P

EO

PLE

PE

RM

IT

TE

D U

SE

N

o. 20906155

AD

C M

AP

N

o. 20 G

RID

N

o. A

11 &

A

12

LOCATION MAP

SCALE: 1" = 1,500'

1. CONTRACT PURCHASER:

UCH / UMMS REAL ESTATE TRUST

520 UPPER CHESAPEAKE DRIVE, SUITE 405

BEL AIR, MARYLAND 21014

CONTACT: MS. ROBIN LUXON

2. OWNER: MERRITT PROPERTIES, LLC

2066 LORD BALTIMORE DRIVE

BALTIMORE, MARYLAND 21244

CONTACT: MR. DAN PALLACE, P.E.

SITE ADDRESS: 635 MC HENRY RD

ABERDEEN, MD 21001-0000

3. PROPERTY INFORMATION:

TAX MAP/ PARCEL NO: T.M. 202 P. 620

DEED REFERENCE: 4825/0277

ZONING: B-3/R-2

4. PROJECT AREA: 35.63 AC. (BASED ON ALTA SURVEY)

5. EXISTING USE: VACANT

6. PROPOSED USE:

7. PARKING:

FMF: REQUIRED (PER ZONING CODE):

1 P.S. / INPATIENT AND/OR OUTPATIENT BED (90) PLUS 2

SPACES PER 3 EMPLOYEES ON THE LARGEST WORK SHIFT

(125) PLUS 1 SPACE PER STAFF DOCTOR (10) = 184 P.S.

MEDICAL OFFICE: 1 P.S. / 300 S.F. @ 95,250 S.F. = 317 P.S.

OFFICE: 1 P.S. / 300 S.F. @ 15,400 S.F. = 52 P.S.

TOTAL: 553 P.S. (MIN. # OF ACCESSIBLE SPACES REQUIRED = 12 P.S.)

*PROPOSED SEATING & EMPLOYEE TOTALS ARE ESTIMATES AND MAY VARY.

PROVIDED:

FMF : 599 P.S.

MED OFFICE: 317 P.S.

OFFICE: 100 P.S.

TOTAL: 1,015 P.S.

9. THERE IS NO 100-YEAR FEMA FLOODPLAIN AS EVIDENCED BY THE FEMA 'FIRM' MAP PANEL

NO. 24025C0193 E; EFFECTIVE DATE: APRIL 19, 2016.

10. THE SITE BOUNDARY WAS PREPARED BY MORRIS & RITCHIE ASSOCIATES, INC.

11. THE SITE IS NOT LOCATED IN THE CHESAPEAKE BAY CRITICAL AREA.

12. THERE IS NO KNOWN PLANT AND WILDLIFE HABITAT OF STATE OR FEDERAL IMPORTANCE

ON-SITE.

13. THERE ARE NO KNOWN HISTORICAL AREAS PRESENT ON SITE.

14. A) STORM WATER MANAGEMENT (SWM) WAS DESIGNED, AND APPROVED UNDER THE 2000

MDE REGULATIONS, AND IS GRAND FATHERED FROM THE 2007 REGULATIONS.

B) THE APPROVED ABERDEEN CORPORATE PARK IMPERVIOUS= 12.3 ± AC. THE UCH SITE

PLAN IMPERVIOUS = 12.2 ±AC. THEREFORE, THE EXISTING SWM POND REQUIRES NO

REVISIONS.

C) THE EXISTING UNDERGROUND RECHARGE PIT IS TO BE RELOCATED AS SHOWN ON THE

SITE PLAN.

15. PUBLIC WATER AND SANITARY SEWER SHALL BE PROVIDED BY THE CITY OF ABERDEEN.

ALL PROPOSED ON-SITE UTILITIES SHALL BE PRIVATELY OWNED AND MAINTAINED.

LEGEND

RIGHT-OF-WAY (R/W) LINE

KeB2

EmB

SOILS LINE AND DESIGNATION

BOUNDARY/PROPERTY LINE

EXISTING 1' INTERVAL CONTOUR

112

EX. ADJOINING PROPERTY LINE

PROPOSED EDGE OF PAVEMENT/CURBLINE

EXISTING WOODY VEGETATION

PROPOSED BUILDING SETBACKEXISTING 5' INTERVAL CONTOUR

110

PROPOSED TREELINE

NEW PARKING AREA

BUILDING

SITE LIMITS

SCALE: 1" = 400'

LIMIT OF 25' NONTIDAL WETLANDS BUFFER

LIMIT OF NONTIDAL WETLANDS

WATERS OF THE U.S.

PROPOSED BUILDING

PROPOSED 1' CONTOUR

PROPOSED 5' CONTOUR

EX. STORM DRAIN, INLET & MANHOLE

PROP. WATER LINE & FIRE HYDRANT

PROP. SANITARY SEWER & MANHOLEEXISTING SANITARY SEWER

EXISTING WATER LINE

SCALE: 1"=50'

0' 25' 50' 100'

EX. LIGHT POLE

G

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UTE 22 (ABE

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)

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1

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PLAN VIEW

SCALE: 1" = 50'

ANGLE DISTANCELINE

LINE TABLE

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

N 41°14'36" W

N 18°50'39" E

N 58°32'12" W

N 18°42'50" E

N 68°43'13" W

N 20°11'52" E

N 21°54'15" E

N 68°05'56" W

N 15°26'22" E

N 70°50'34" E

S 87°45'00" E

S 87°29'05" E

99.61'

190.58'

66.35'

200.20'

51.74'

364.04'

661.69'

363.97'

1030.22'

100.57'

143.88'

69.69'

L

-

1

L

-

2

L

-

3

L

-

4

L

-

5

L

-

6

L

-

7

L

-

8

L

-

9

L

-1

3

L-14

L-15

L-16

L-17

L-18

L

-1

9

L

-

2

1

L

-

2

2

L

-

2

0

L

-

2

3

L

-

2

4

WASTEWATER FLOW PROJECTION

BUILDING AREA CALCULATION AVG. DAILY

PHASE 1

#1 125,000 SF FIXTURE COUNT = 7,470 GPD

#2 95,250 SF [95,250 SF] x [.09 GPD/SF] = 8,573 GPD

#3 15,400 SF [95,250 SF] x [.09 GPD/SF] = 1,386 GPD

SUB TOTAL = 17,429 GPD

PHASE 2

90 BED TOWER ADDITION FIXTURE COUNT = 5,023 GPD

TOTAL = 22,452 GPD

WATER FLOW PROJECTION

BUILDING AREA CALCULATION AVG. DAILY (ADD) MAX. DAILY (MDD)

#1 125,000 SF FIXTURE COUNT = 7,993 GPD x 1.6 = 12,789 GPD

#2 95,250 SF [95,250 SF] x [.09 GPD/SF] = 8,573 GPD x 1.6 = 13,717 GPD

#3 15,400 SF [15,400 SF] x [.09 GPD/SF] = 1,386 GPD x 1.6 = 2,218 GPD

SUBTOTAL = 28,724 GPD

PHASE 2

90 BED TOWER ADDITION FIXTURE COUNT 18,493 GPD 30,493 GPD

TOTAL = 36,445 GPD 59,217 GPD

R-2

EXISTING EASEMENT

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

S 10°34'25" W

S 78°48'14" W

S 11°01'20" W

N 88°51'32" E

S 10°52'52" W

S 88°03'17" W

S 10°58'16" W

N 55°27'41" W

N 55°27'41" W

S 18°41'00" W

N 60°22'59" W

S 18°21'31" W

1839.80'

26.25'

100.07'

4.00'

41.99'

4.01'

459.49'

105.89'

285.46'

234.89'

60.67'

223.19'

ANGLE DISTANCELINE

BLDG. HT.

48'

48'

30'

17. ALL OPEN SPACE, STORMWATER MANAGEMENT FACILITIES, ROADS, AND ON-SITE UTILITIES SHALL BE

MAINTAINED BY OWNER / DEVELOPER.

18. THE WETLAND LIMITS SHOWN HEREWITH ARE FROM A WETLAND DELINEATION COMPLETED BY MCCARTHY

AND ASSOCIATES, INC. IN FEBRUARY 2009.

19. EXACT DIMENSIONS AND LOCATIONS OF PROPOSED SIGNAGE ARE TO BE DETERMINED BY FINAL DESIGN.

22. LANDSCAPE SUMMARY:

PARKING LOT AREA: 8.63± AC. X 5% LANDSCAPE ISLAND = 0.43 AC. REQUIRED

1,015 SPACES @ 1 TREE / 10 SPACES = 102 TREES REQUIRED

PER THE CODE OF THE CITY OF ABERDEEN, SECTION 142-25 (8). SEE THE FINAL

LANDSCAPE PLAN FOR DETAILS.

BUFFERYARD: 10' MIN. PLANTING STRIP ALONG PROPERTY LINE TO SCREEN INCOMPATIBLE USES

A COMBINATION OF EXISTING VEGETATION TO REMAIN AND PROPOSED PLANTINGS

IS PROVIDED ALONG PROPERTY LINES AT A MINIMUM OF 10' IN WIDTH, AND TYPICAL

OF 50' IN WIDTH ADJACENT TO RESIDENTIAL USES.

PER THE CODE OF THE CITY OF ABERDEEN, SECTION 142-30. SEE THE FINAL

LANDSCAPE PLAN FOR DETAILS.

23. A SITE LANDSCAPING AND LIGHTING PLAN, AND FOREST CONSERVATION PLAN WILL BE PROVIDED DURING

FINAL DESIGN. (10 % OF THE REQUIRED PARKING AREAS SHALL BE LANDSCAPED. PLEASE REFER TO THE

ABERDEEN DEVELOPMENT CODE, CHAPTER 235 SECTION 30. LANDSCAPING, LIGHTING, AND BUFFER YARDS.

24. A SIGNAGE PLAN WILL BE PROVIDED AT FINAL DESIGN.

SITE DATA (CONT'D):

FACILITY (FMF) #1

235,650±

REVIEW BY:

DESIGN BY:

DRAWN BY:

SHEET:

JOB NO:

SCALE:

DATE:

15402X2

PTM

PTM

SFQ

SEPT. 20. 2018

1 OF 1HARFORD COUNTY, MARYLAND2ND ELECTION DISTRICT

FOR

UNIVERSITY OF MARYLAND

ABINGDON, MARYLAND 21009

3445-A BOX HILL CORPORATE CENTER DRIVE

MORRIS & RITCHIE ASSOCIATES, INC.

ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS & LANDSCAPE ARCHITECTS

PHONE (410) 515-9000

FAX (410) 515-9002

PROFESSIONAL CERTIFICATION

"I (JEFF MATTHAI) HEREBY

CERTIFY THAT THESE

DOCUMENTS WERE PREPARED

OR APPROVED BY ME, AND THAT I

AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF

MARYLAND, LICENSE NO. ,

EXPIRATION DATE: ." CITY OF ABERDEEN

APPROVED:

DEPARTMENT OF PUBLIC WORKS - CITY ENGINEER

CITY OF ABERDEEN

DEPARTMENT OF PUBLIC WORKS - DIRECTOR

CITY OF ABERDEEN

APPROVED:

APPROVED:

PLANNING COMMISSION - CHAIRMAN

CITY OF ABERDEEN

PLANNING & COMMUNITY DEVELOPMENT - DIRECTOR

CITY OF ABERDEEN

APPROVED:

APPROVED: DATE:

CITY OF ABERDEEN

SIGNED: DATE:

CONTRACT PURCHASER / DEVELOPER

DATE:

DATE:

DATE:

DATE:

REVISIONSDATE

UPPER CHESAPEAKE HEALTH

ABERDEEN CORPORATE PARK

MAYOR

NOTE: ALL UTILITES ARE CONSIDERED EXISTING UNLESS LABELED PR. FOR PROPOSED

B-3

#2

R-2

PR. LIGHT POLE

R-1

SIGNED: DATE:

OWNER

G:\15402x2\PLANNING\PRELIMINARY\15402X2-PRELIM-01-SITE.dwg, 9/21/2018 4:49:16 PM, SQuinn,

1:1, Copyright 2018 Morris & Ritchie Associates, Inc.