drive graceford drive colaine - aberdeen md...x x x x x x x x x x x x x x x x x x x x x x x x xx x x...
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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
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K
E
C
H
U
R
C
H
B
A
L
T
I
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R
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H
O
L
L
O
W
A
Y
C
R
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S
T
M
O
N
T
P
A
R
A
D
I
S
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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
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S
T
B
O
N
N
I
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M
A
P
L
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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
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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
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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
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2
3
L
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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.
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