Embed Size (px)
Citation preview
L
O
T
9
0
B
L
:
6
0
F
:
1
9
(
P
L
A
T
)
LOT 90A
BRE TARPON
SOUTH PLAZA, LLC.
L: 60 F: 19 (PLAT)
USE: COMMERCIAL
LOT 3
SUNTRUST SERVICE
CORPORATION
L: 48 F: 28 (PLAT)
USE: COMMERCIAL
LOT 4
A GEORGIA
CORPORATION
CHICK-FIL-A INC.
L: 48 F: 28 (PLAT)
USE: COMMERCIAL
M
D
R
T
E
2
3
5
"
T
H
R
E
E
N
O
T
C
H
R
O
A
D
"
S
R
C
P
L
A
T
5
5
0
6
6
(
V
A
R
I
A
B
L
E
W
I
D
T
H
R
/
W
)
LOT 1
DAYTON HUDSON
CORPORATION
L: 48 F: 28 (PLAT)
USE: COMMERCIAL
LOT 90A
BRE TARPON
SOUTH PLAZA, LLC.
L: 60 F: 19 (PLAT)
USE: COMMERCIAL
F
I
R
S
T
C
O
L
O
N
Y
W
A
Y
3
6
'
I
N
G
R
E
S
S
/
E
G
R
E
S
S
E
A
S
E
M
E
N
T
P
L
A
T
4
8
-
4
2
W
O
R
T
H
A
V
E
N
U
E
CO
VE
R S
HE
ETVICINITY MAP SCALE 1"=1000'
TAX MAP: 34, P. 90
TAX MAP: 34, PARCEL: 90
1. SITE ADDRESS: 4510 WORTH AVENUE, CALIFORNIA, MD. 20619
2. THIS PROJECT PROPOSES THE CONSTRUCTION OF ONE 4,800 SQUARE FOOT BUILDING
AND ASSOCIATED CURBING AND INFRASTRUCTURE.
3. THE SITE IS TO BE SERVED BY PUBLIC WATER AND SEPTIC. THIS PLAN IS IN COMPLIANCE
WITH THE ST. MARY'S COUNTY COMPREHENSIVE WATER AND SEWERAGE PLAN.
4. ALL EXISTING ON-SITE UTILITIES, OBSTRUCTIONS AND TOPOGRAPHY ARE SHOWN FROM
FIELD LOCATION PREFORMED BY R. A. BARRETT & ASSOCIATES, INC. ON 02/14/2020.
5. OFF-SITE TOPOGRAPHY SHOWN FROM ST. MARY'S COUNTY GIS.
6. BOUNDARY IS SHOWN FROM FIELD SURVEY PREFORMED BY R. A. BARRETT & ASSOCIATES,
INC. ON 02/14/2020.
7. THE PROPERTY LIES WITHIN ZONE "X" PER FEMA FIRM PANEL 24037 C0192E EFFECTIVE
DATE 10/19/2004.
8. THERE ARE NO 100 YEAR FLOOD PLAIN AREAS WITHIN THE PROPOSED LIMIT OF
DISTURBANCE PER FEMA FIRM PANEL 24037 C0192E.
9. THERE ARE NO STEEP SLOPES ON THE SUBJECT PROPERTY.
10. ALL SOILS ON SITE AREA ARE BiB2 "C"
11. BUILDING RESTRICTION LINES SHOWN PER CURRENT ST. MARY'S COUNTY ZONING
ORDINANCE.
12. THE CONTRACTOR SHALL NOTIFY THE ST. MARY'S COUNTY DEPARTMENT OF PUBLIC
WORKS AT 301-863-8401 AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION.
13. STORMWATER TO BE PROVIDED WITH TWO SEPARATE FILTERRA SEDIMENT CHAMBERS
(FTSC)
14. THERE ARE NO WELLS OR SEPTIC AREAS ON SITE OR WITHIN 100 FEET OF THE PROPOSED
WORK EXCEPT AS SHOWN HERON.
PANERA BREADSITE
TAX I.D.: 08-021325
CHRIS BROWN
CALIFORNIA WORTH AVE, LLC.
19 ELIZABETH WAY
BEDFORD, NH 03110
SIGNATURE: DATE:
PRINTED NAME:
“I CERTIFY THAT THE ATTACHED CONCEPT STORMWATER MANAGEMENT PLAN REPRESENTS ALL SIGNIFICANT NATURAL RESOURCES BASED
ON MY PERSONAL KNOWLEDGE OF THE SITE AND THAT THE PLAN CONTAINS ALL OF THE ‘REQUIRED INFORMATION’ AS INDICATED IN THE
CHECKLIST ABOVE. I HAVE REVIEWED THIS CONCEPT PLAN WITH THE OWNER/DEVELOPER.”
SIGNATURE: MD LICENSE #: 37967
PRINTED NAME: EXPIRATION DATE: 12/19/2021
1 COVER SHEET
2 EXISTING CONDITION & DEMOLITION PLAN
3 SITE PLAN
4 UTILITY, GRADING, SEDIMENT & EROSION CONTROL PLAN
5 NOTES & DETAILS
LOCATION MAP SCALE: 1" = 100'
CHRIS BROWN
W
O
R
T
H
A
V
E
.
O
L
D
R
O
L
L
I
N
G
R
D
.
W
O
R
T
H
A
V
E
.
M
D
.
R
T
E
.
2
3
5
SH
AD
Y M
ILE
D
R.
L
A
U
R
E
L
G
L
E
N
R
D
.
S
E
T
T
L
E
R
S
L
N
.
TA
X M
AP
: 3
4, P
AR
CE
L: 9
0
PA
NE
RA
B
RE
AD
DL
LR
CE
RT
IFIC
AT
ON
I h
ereb
y ce
rtif
y th
at t
hese
docu
men
ts w
ere
prep
ared
or
appr
oved
by
me,
and
tha
t I
ama
duly
lice
nsed
pro
fess
iona
len
gine
er u
nder
the
law
s of
the
Stat
e of
Mar
ylan
d L
icen
se N
o.37
967;
Exp
irat
ion
Dat
e:12
/16
/21
DA
TE
RE
VIS
ION
CO
NC
EP
T S
IT
E P
LA
N
DA
TE
: M
AR
. 20
20D
ESI
GN
ER
: A
FSFI
LE
#:
SM01
63
1" =
ON
E IN
CH
SHE
ET
OF
JOB
#:
2083
68
TH
E
LE
CT
IO
N D
IS
TR
IC
T, S
T. M
AR
YS
C
OU
NT
Y, M
AR
YL
AN
D
LO
CA
TE
D O
FF
O
F T
HR
EE
N
OT
CH
R
OA
D IN
C
AL
IF
OR
NIA
, M
D.
100
JIB
SAIL
DR
., S
UIT
E 1
03 P
RIN
CE
FR
ED
ER
ICK
, M
D 2
0678
410-
257-
2255
301
-855
-555
4 F
AX
: 41
0-25
7-37
82
BA
RR
ET
T &
AS
SO
CIA
TE
SE
NG
INE
ER
S ·
SUR
VE
YO
RS
· L
AN
D P
LA
NN
ER
S
LU
GM
# 20-X
XX
-X
XX
AS
SHO
WN
1 5
TAX MAP 34 GRID 23 PARCEL 90 DEED 5232/428 TAX ID NO. 08-021325
PARCEL AREA 1.210 AC±
ZONING MIXED-USE MEDIUM INTENSITY
EXISTING
PROPOSED
AREA SF±
HEIGHT FT±
LAND USE
4,800 SF
19'
COMMERCIAL
BUILDING DATA
EXISTING SF±
PROPOSED SF±
TOTAL SF±
F.A.R.
FLOOR AREA RATIO
3,780
4,800
4,800
0.091
UTILITIES
WATER
SEWER
W-1: EX. PUBLIC WATER SYSTEM
S-1: EX. PUBLIC SEWER SYSTEM
SITE DATA
PARKING & LOADING REQUIREMENTSDESCRIPTION
OF APPROVED
USES
GROSS
SF
PARKING
MULTIPLIER
PROPOSEDREQUIRED
PARKING
RESTAURANT,
FAST FOOD
4,800
13/1,000 SF
+5 STACKING
63
+5
STACKING
68
+10
STACKING
TOTAL 11
68
+10
STACKING
63
+5
STACKING
PROPOSEDREQUIRED
LOADING
1 1
4,800
COMMERCIAL
SHEET INDEX
2
10
LOD
2
10
SFOP
PROPOSED CONTOURS
EXISTING CONTOURS
PROPERTY LINE
BUILDING RESTRICTION LINE
SAWCUT LINE
SILT FENCE ON PAVEMENT
LIMIT OF DISTURBANCE
PROPOSED PAVEMENT
PROPOSED CONCRETE
PROPOSED LANDSCAPING
SWM FILTERRA UNIT
SWM DRAINAGE AREA
SOIL TYPE DELINEATION
LIGHT POLE
LEGENDCONCEPT SITE PLAN
BENCHMARKSBM #1 IRF - EL: 117.95
N - 230282.0 E - 1452942.7
BM #2 IRF - EL: 119.85
N - 230433.0 E - 1452697.3
BM #3 IRF - EL: 123.11
N - 230297.5 E - 1452583.5
BM #1
BM #2
BM #3
ANTHONY M. OLEKSON
GENERAL NOTES
A/E OVERLAY ZONE
PANERA BREAD
SCHEDULE 70.5 SUMMARY ON DEVELOPMENT IMPACT
PLANNED START OF CONSTRUCTION
PLANNED END OF CONSTRUCTION
BEFORE
CONSTRUCTION
YEAR 1 AT BUILDOUT
DWELLING UNITS
NON-RESIDENTIAL DEVELOPMENT
TOTAL TRIP GENERATION FROM
TOTAL TRIP GENERATION FROM
SCHOOL POPULATION
ELEMENTARY - 0.215 PER SF.
MIDDLE - 0.107 PER SF.
HIGH - 0.154 PER SF.
AVERAGE DAILY WATER USAGE
(BANK 3.780 GS AT 0.04 GPD/GSF)
(RESTAURANT 147 SEATS AT 13 GPD/SEAT)
PERCENT IMPERVIOUS SURFACE OVER
DEVELOPMENT ENVELOPE WITHIN LOD
PERCENT OF FOREST CONSERVATION
OVER DEVELOPMENT ENVELOPE WITHIN LOD
REDISENCES
NON-RESIDENTIAL DEVELOPMENT
0 0 0
3,780 4,800 4,800
00 0
6,8686,791 6,868
0 0 0
0 0 0
0 0 0
0 0 0
AVERAGE DAILY WATER USAGE
(BANK 3.780 GS AT 0.04 GPD/GSF)
(RESTAURANT 147 SEATS AT 13 GPD/SEAT)
1511,911 1,911
1511,911 1,911
00 0
DEVELOPMENT PROPOSALS LOCATED ON LANDS IN THE PATUXENT WATERSHED SHALL BE
REQUIRED TO DESIGN AND IMPLEMENT THE FOLLOWING ADDITIONAL MEASURES TO PREVENT
SEVERE EROSION OF HIGHLY ERODIBLE SOILS LOCATED ON AND OFF-SIRE FROM THE EFFECTS
OF ALTERED DRAINAGE PATTERNS AND DISCHARGE OF CONCENTRATED RUNOFF:
1. ANY CONCENTRATION OF RUNOFF THAT WILL FLOW ACROSS HIGHLY ERODIBLE SOILS
LOCATED BETWEEN THE POINT OF CONCENTRATION OF THE RUNOFF TO THE POINT OF
ENTRY OF THE RUNOFF INTO A PERENNIAL STREAM OR OTHER WATERS OF THE SATE
SHALL BE MANAGED USING BOTH STRUCTURAL AND NONSTRUCTURAL BEST
MANAGEMENT PRACTICES (BMPs) ON SITE AND OFF-SITE.
2. PROVISIONS FOR ACCESS, INSTALLATION, AND MAINTENANCE OF THE BMPs SHALL BE
REQUIRED FOR BOTH ON AND OFF-SITE MEASURES.
PATUXENT RIVER WATERSHED NOTES
APPLICANT: CONSULTANT CERTIFICATION:
THE PROJECT SITE CONSISTS OF 1.210 ACRES OF LAND ZONED
'MXM' WITH APPROXIMATELY 0 ACRES ON THE PARCEL WITHIN THE
CRITICAL RESOURCE AREA. THE SITE IS LOCATED APPROXIMATELY 3/4
OF ONE MILE SOUTH OF THE INTERSECTION OF ROUTE 4 AND ROUTE 235
OFF OF WORTH AVENUE IN CALIFORNIA, MARYLAND. THE CURRENT SITE
USE IS COMMERCIAL WITH 1 EXISTING COMMERCIAL BANKING CENTER.
THE EXISTING NATURAL RESOURCES ARE LIMITED TO MINOR ON SITE
LANDSCAPING. THERE ARE NO 100-YEAR FLOOD PLAIN AREAS ON THIS
SITE. THERE ARE NO STEEP SLOPES AND NO HIGHLY-ERODIBLE SOILS
ON THE SITE. PRESENTLY, THE SITE DRAINS PRIMARILY FROM WEST TO
EAST WHERE IT IS COLLECTED BY AN EXISTING ONSITE STORM DRAIN
SYSTEM. THIS SYSTEM DISCHARGES TO A COMBINATION OF UNDER AND
ABOVE GROUND SWM FACILITIES CONSTRUCTED WITH THE PREVIOUS
DEVELOPMENT OF THE SHOPPING CENTER.
THE PROPOSED DEVELOPMENT IS A SINGLE FAST FOOD
RESTAURANT. THE PROPOSED IMPROVEMENTS WILL INCLUDE: THE
STRUCTURE, LANDSCAPING, PARKING AND RELATED INFRASTRUCTURE.
THE PROPOSED SITE LAYOUT WAS DEVELOPED WITH THE OBJECTIVES
OF: REDUCING IMPACTS TO THE EXISTING ENVIRONMENTAL FEATURES,
MINIMIZING IMPERVIOUS AREAS, MAINTAINING EXISTING DRAINAGE
PATTERNS, AND PREVENTING EROSION AND POLLUTANT IMPACTS FROM
THE DEVELOPMENT PROJECT. BECAUSE EXISTING SITE
IMPERVIOUSNESS IS GREATER THAN 40% THE PROJECT IS SUBJECT TO
REDEVELOPMENT STORMWATER MANAGEMENT REQUIREMENTS. THE
PROJECT HAS BEEN DESIGNED TO PROVIDE WATER QUALITY
TREATMENT FOR MORE THAN 50% OF THE EXISTING IMPERVIOUS AREA
THROUGH THE USE OF ALTERNATIVE FILTRATION PRACTICES, THEREBY
MEETING THE REQUIREMENTS OF THE MARYLAND STORMWATER
DESIGN MANUAL REVISED MAY 2009.
PROJECT NARRATIVE
SITE AREA
LANDSCAPING REQUIREMENT
TOTAL SITE AREA
10,541
PARKING AREA
TOTAL PARKING AREA
2,920
29,290
*ALL TOTALS SHOWN IN SQUARE FEET UNLESS NOTED
52,707
20% X 52,707 SF REQUIREMENT
10% X 29,290 SF REQUIREMENT
PARKING SPACES
TOTAL PARKING SPACES
7 TREES
68 SPACES
MINIMUM 1 TREE FOR EVERY 10 SPACES
6,028EXISTING ON-SITE LANDSCAPING
3,310PROPOSED ON-SITE LANDSCAPING
3,134EXISTING PARKING LANDSCAPING
1,020PROPOSED PARKING LANDSCAPING
15 TREESEXISTING PARKING TREES
0 TREESPROPOSED PARKING TREES
11 TREESTOTAL PROPOSED PARKING TREES
3,604TOTAL PROPOSED PARKING LANDSCAPING
8,278TOTAL PROPOSED ON-SITE LANDSCAPING
2,584EXISTING PARKING LANDSCAPING TO REMAIN
4,968EXISTING ON-SITE LANDSCAPING TO REMAIN
11 TREESEXISTING PARKING TREES TO REMAIN
||
94.51% 83.60% 83.60%
SITE TABULATIONTOTAL SITE AREA
0.575 AC
1.210 AC
DISTURBED AREA
0.536 ACTOTAL EXISTING IMPERVIOUS AREA WITHIN LOD
0.447 ACIMPERVIOUS AREA TO BE TREATED WITHIN LOD
0.039 ACIMPERVIOUS AREA TO BE TREATED OUTSIDE LOD
0.486 ACTOTAL IMPERVIOUS AREA TO BE TREATED
3/31/2020
30' B
RL
20' BRL
20' B
RL
20' BRL
COMMON USE EASEMENT
CO
MM
ON
U
SE
E
AS
EM
EN
T
30' A
CC
ES
S E
AS
EM
EN
T
25' A
CC
ES
S E
AS
EM
EN
T
24' ACCESS
EASEMENT
PR
IV
AT
E
WA
TE
R
EA
SE
ME
NT
P
R
I
V
A
T
E
S
E
W
E
R
E
A
S
E
M
E
N
T
10' UTILITY EASEMENT PER PLATS 60-19 & 59-115
10' U
TILIT
Y E
AS
EM
EN
T P
ER
P
LA
TS
60-19 &
59-115
1
0
' U
T
IL
IT
Y
E
A
S
E
M
E
N
T
P
E
R
P
L
A
T
S
6
0
-1
9
&
5
9
-1
1
5
CO
MM
ON
U
SE
E
AS
EM
EN
T
S 58° 23' 29" E
314.32'
N
4
0
° 0
4
' 0
8
" E
1
7
6
.9
3
'
S 58° 23' 29" E
288.03'
S 31° 31' 28" W
175.00'
W
W
W
W
W
W
SU
BS
UR
FA
CE
E
LE
CT
RIC
SUBSURFACE ELECTRIC
SUBSURFACE ELECTRIC
TRANSFORMER
Vault
VAULTS
8" HDPE
15" H
DP
E
15" H
D
P
E
1
5
" H
D
P
E
SE
A C
ON
TA
IN
ER
EX. BUILDING
BiB2
"C"
BiB2
"C"
1
5
6
14
15
26
27
38
39
48
50
51
53
6364
74
76
77
80
81
84
8588
90
S
S
S
S
89
EX. SIDEWALK
EX. SIDEWALK
S
18" HDPE
DA #2 - 0.169 AC.
IMP.: 0.168 AC.
PER.: 0.001 AC.
DA #1- 1.023 AC.
IMP.: 0.775 AC.
PER.: 0.257 AC.
DA #3 - 0.208 AC.
IMP.: 0.141 AC.
PER.: 0.067 AC.
||||||
||
||
||
||
||
||||||||||||||
||
||||
||||||
||
||
||
||
||
||
||
||
FIR
ST
C
OLO
NY
W
AY
36' IN
GR
ES
S/E
GR
ES
S E
AS
EM
EN
T
PLA
T 48-28
120
1
1
8
1
2
2
1
2
4
1
2
0
1
1
8
1
2
0
1
2
0
116
1
1
6
W
O
R
TH
A
VE
N
U
E
THREE NOTCH ROAD
MD. RTE. 235
(VARIABLE WIDTH R/W)
LOT 1
DAYTON HUDSON
CORPORATION
48/28
USE: COMMERCIAL
LOT 3
SUNTRUST SERVICE
CORPORATION
1496/102
USE: COMMERCIAL
LOT 90A
BRE TARPON
SOUTH PLAZA LLC
60/19
USE: COMMERCIAL
LOT 90A
BRE TARPON
SOUTH PLAZA LLC
60/19
USE: COMMERCIAL
TA
X M
AP
: 3
4, P
AR
CE
L: 9
0
PA
NE
RA
B
RE
AD
DL
LR
CE
RT
IFIC
AT
ON
I h
ereb
y ce
rtif
y th
at t
hese
docu
men
ts w
ere
prep
ared
or
appr
oved
by
me,
and
tha
t I
ama
duly
lice
nsed
pro
fess
iona
len
gine
er u
nder
the
law
s of
the
Stat
e of
Mar
ylan
d L
icen
se N
o.37
967;
Exp
irat
ion
Dat
e:12
/16
/21
DA
TE
RE
VIS
ION
CO
NC
EP
T S
IT
E P
LA
N
DA
TE
: M
AR
. 20
20D
ESI
GN
ER
: A
FSFI
LE
#:
SM01
63
1" =
ON
E IN
CH
SHE
ET
OF
JOB
#:
2083
68
TH
E
LE
CT
IO
N D
IS
TR
IC
T, S
T. M
AR
YS
C
OU
NT
Y, M
AR
YL
AN
D
LO
CA
TE
D O
FF
O
F T
HR
EE
N
OT
CH
R
OA
D IN
C
AL
IF
OR
NIA
, M
D.
100
JIB
SAIL
DR
., S
UIT
E 1
03 P
RIN
CE
FR
ED
ER
ICK
, M
D 2
0678
410-
257-
2255
301
-855
-555
4 F
AX
: 41
0-25
7-37
82
BA
RR
ET
T &
AS
SO
CIA
TE
SE
NG
INE
ER
S ·
SUR
VE
YO
RS
· L
AN
D P
LA
NN
ER
S
LU
GM
# 20-X
XX
-X
XX
EX
IS
TIN
G C
ON
DIT
IO
N &
D
EM
OL
IT
IO
N P
LA
N
20' 2 5
1 EXISTING CURB TO BE REMOVED
2 EXISTING BUILDING TO BE REMOVED
3 EXISTING WATERLINE TO BE REMOVED
4 EXISTING WATER VALVE TO BE RELOCATED
5 EXISTING SEWER LINE TO BE REMOVED
6 EXISTING LIGHT POLE TO BE REMOVED
7 EXISTING STORM DRAIN TO BE REMOVED
8 EXISTING CANOPY TO BE REMOVED
9 EXISTING CONTAINER TO BE REMOVED
CONSTRUCTION KEYED NOTES
1
1
1
1
1
1
2
3
3
4
5
5
1
1
1
1
6
6
6
6
7
7
7
8
9
10 EXISTING LANDSCAPING TO BE REMOVED
10
10
10
11 EXISTING PAVEMENT TO BE SAWCUT AND REMOVED
11
11
11
12 EXISTING UNDERGROUND ELECTRIC TO BE REMOVED
12
12
13
13 EXISITNG INLET TO BE REMOVED AND REPLACED WITH MANHOLE.
30' B
RL
20' BRL
20' B
RL
20' BRL
COMMON USE EASEMENT
CO
MM
ON
U
SE
E
AS
EM
EN
T
30' A
CC
ES
S E
AS
EM
EN
T
25' A
CC
ES
S E
AS
EM
EN
T
24' ACCESS
EASEMENT
PR
IV
AT
E
WA
TE
R
EA
SE
ME
NT
P
R
I
V
A
T
E
S
E
W
E
R
E
A
S
E
M
E
N
T
10' UTILITY EASEMENT PER PLATS 60-19 & 59-115
10' U
TILIT
Y E
AS
EM
EN
T P
ER
P
LA
TS
60-19 &
59-115
1
0
' U
T
IL
IT
Y
E
A
S
E
M
E
N
T
P
E
R
P
L
A
T
S
6
0
-1
9
&
5
9
-1
1
5
CO
MM
ON
U
SE
E
AS
EM
EN
T
S 58° 23' 29" E
314.32'
N
4
0
° 0
4
' 0
8
" E
1
7
6
.9
3
'
S 58° 23' 29" E
288.03'
S 31° 31' 28" W
175.00'
BiB2
"C"
BiB2
"C"
EX. SIDEWALK
EX. SIDEWALK
PANERA
4800 S
F
2
11
15
25
27
29
40
51
53
55
67
59
61
63
65
68
1
2
3
4
5
6
7
8
9 10
T
U
R
N
A
R
O
U
N
D
A
R
E
A
FIR
ST
C
OLO
NY
W
AY
36' IN
GR
ES
S/E
GR
ES
S E
AS
EM
EN
T
PLA
T 48-28
W
O
R
TH
A
VE
N
U
E
25'
25'
25'
12'
12'
39'
79'
71'
137'
18'
9'
11'
12'
25'
12'
TA
X M
AP
: 3
4, P
AR
CE
L: 9
0
PA
NE
RA
B
RE
AD
DL
LR
CE
RT
IFIC
AT
ON
I h
ereb
y ce
rtif
y th
at t
hese
docu
men
ts w
ere
prep
ared
or
appr
oved
by
me,
and
tha
t I
ama
duly
lice
nsed
pro
fess
iona
len
gine
er u
nder
the
law
s of
the
Stat
e of
Mar
ylan
d L
icen
se N
o.37
967;
Exp
irat
ion
Dat
e:12
/16
/21
DA
TE
RE
VIS
ION
CO
NC
EP
T S
IT
E P
LA
N
DA
TE
: M
AR
. 20
20D
ESI
GN
ER
: A
FSFI
LE
#:
SM01
63
1" =
ON
E IN
CH
SHE
ET
OF
JOB
#:
2083
68
TH
E
LE
CT
IO
N D
IS
TR
IC
T, S
T. M
AR
YS
C
OU
NT
Y, M
AR
YL
AN
D
LO
CA
TE
D O
FF
O
F T
HR
EE
N
OT
CH
R
OA
D IN
C
AL
IF
OR
NIA
, M
D.
100
JIB
SAIL
DR
., S
UIT
E 1
03 P
RIN
CE
FR
ED
ER
ICK
, M
D 2
0678
410-
257-
2255
301
-855
-555
4 F
AX
: 41
0-25
7-37
82
BA
RR
ET
T &
AS
SO
CIA
TE
SE
NG
INE
ER
S ·
SUR
VE
YO
RS
· L
AN
D P
LA
NN
ER
S
LU
GM
# 20-X
XX
-X
XX
SIT
E P
LA
N
20' 3 5
THREE NOTCH ROAD
MD. RTE. 235
(VARIABLE WIDTH R/W)
LOT 1
DAYTON HUDSON
CORPORATION
48/28
USE: COMMERCIAL
LOT 3
SUNTRUST SERVICE
CORPORATION
1496/102
USE: COMMERCIAL
LOT 90A
BRE TARPON
SOUTH PLAZA LLC
60/19
USE: COMMERCIAL
LOT 90A
BRE TARPON
SOUTH PLAZA LLC
60/19
USE: COMMERCIAL
1 MD MUTCD STD. R6-2L
2 MD MUTCD STD. R5-1
3 PREVIEW MENU SIGN
4 MENU CANOPY
5 MENU SIGN
6 DUMPSTER ENCLOSURE
7 4" BOLLARD
8 LANDSCAPING
9 CONCRETE VALLELY GUTTER
CONSTRUCTION KEYED NOTES
1
2
3
4
5
6
7
88
8
8
SYMBOL
PLANTING SCHEDULEQUANTITY SIZEFORMSPECIES ROOT PREP
EASTERN REDBUD
CERCIS CANADENSIS
INKBERRY, GALLBERRY
ILEX GLABRA
TREE
SHRUB
2
24
1.5-2" CAL./6 FEET
1 GALLON
B&B
B&B
8
8
8
9
30' B
RL
20' BRL
20' B
RL
20' BRL
COMMON USE EASEMENT
CO
MM
ON
U
SE
E
AS
EM
EN
T
30' A
CC
ES
S E
AS
EM
EN
T
25' A
CC
ES
S E
AS
EM
EN
T
24' ACCESS
EASEMENT
PR
IV
AT
E
WA
TE
R
EA
SE
ME
NT
P
R
I
V
A
T
E
S
E
W
E
R
E
A
S
E
M
E
N
T
10' UTILITY EASEMENT PER PLATS 60-19 & 59-115
10' U
TILIT
Y E
AS
EM
EN
T P
ER
P
LA
TS
60-19 &
59-115
1
0
' U
T
IL
IT
Y
E
A
S
E
M
E
N
T
P
E
R
P
L
A
T
S
6
0
-1
9
&
5
9
-1
1
5
CO
MM
ON
U
SE
E
AS
EM
EN
T
S 58° 23' 29" E
314.32'
N
4
0
° 0
4
' 0
8
" E
1
7
6
.9
3
'
S 58° 23' 29" E
288.03'
S 31° 31' 28" W
175.00'
MO
UN
TA
BLE
BE
RM
SC
E
W
W
W
W
W
W
SUBSURFACE ELECTRIC
SUBSURFACE ELECTRIC
TRANSFORMER
Vault
VAULTS
15" H
DP
E
15" H
D
P
E
1
5
" H
D
P
E
BiB2
"C"
BiB2
"C"
S
S
S
S
EX. SIDEWALK
EX. SIDEWALK
18" HDPE
PANERA
4800 S
F
DA #1 - 0.381 AC.
IMP.: 0.266 AC.
PER.: 0.115 AC.
FTSC1
8'X10'
2
11
15
25
27
29
40
51
53
55
67
59
61
63
65
68
FTSC2
8'X10'
DA #3 - 0.714 AC.
IMP.: 0.625 AC.
PER.: 0.089 AC.
FL 119.70
TC 120.20
FL 119.50
TC 120.00
FL 118.26
TC 118.76
FL 118.50
TC 119.00
(FL 118.73)
TC 119.23
(FL 118.53)
TC 119.03
(FL 118.37)
TC 118.87
FL 117.78
FL 117.67
TC 118.17
(FL 118.02)
TC 118.52
FL 118.06
TC 118.56
FL 118.05
TC 118.55
FL 119.37
TC 119.87
FL 118.36
TC 118.86
FL 118.46
TC 118.96
(FL 119.36)
TC 119.86
FL 119.56
TC 120.06
FL 119.72
TC 120.22
FL 119.62
TC 120.12
(FL 117.47)
TC 117.97
FL 119.41
TC 119.91
FL 118.20
TC 118.70
FS 119.00
FL 118.20
TC 118.70
FS 117.90
FS 119.00
FS 119.00
FS 119.00
FL 118.50
TC 119.00
FL 118.35
TC 118.85
FL 118.00
TC 118.50
FL 118.67
TC 119.00
FL 118.60
TC 119.10
FL 118.35
TC 118.85
FL 118.35
TC 118.85
FL 119.32
TC 119.82
FL 119.19
TC 119.69
FL 119.50
TC 120.00
FL 118.65
TC 119.15
FL 119.30
TC 119.80
FS 120.00
FL 119.15
TC 119.65
FL 118.70
TC 119.20
FS 119.30
FL 118.40
TC 118.90
FL 118.25
TC 118.75
FL 119.35
TC 119.85
FL 118.36
TC 118.86
FL 118.90
TC 119.40
FL 118.00
TC 118.50
(FL 118.60)
(TC 119.10)
(FL 118.58)
(TC 119.08)
(FL 118.24)
(TC 118.74)
(FL 118.18)
(TC 118.68)
FL 118.67
TC 119.00
DA #2 - 0.305 AC.
IMP.: 0.220 AC.
PER.: 0.085 AC.
T
U
R
N
A
R
O
U
N
D
A
R
E
A
FIR
ST
C
OLO
NY
W
AY
36' IN
GR
ES
S/E
GR
ES
S E
AS
EM
EN
T
PLA
T 48-28
(
1
1
7
.
5
5
)
(
1
1
7
.
5
2
)
(
1
1
7
.
5
5
)
(
1
1
7
.
5
4
)
(
1
1
6
.
5
8
)
(
1
1
6
.
7
1
)
(
1
1
7
.
8
8
)
(
1
1
9
.
1
7
)
(
1
1
9
.
7
6
)
(
1
1
9
.
2
7
)
(
1
1
8
.
1
0
)
(
1
1
7
.
6
0
)
(
1
1
8
.
3
3
)
(
1
1
7
.
2
7
)
(
1
1
6
.
6
6
)
(
1
1
6
.
1
5
)
(
1
1
7
.
2
3
)
120
1
1
8
1
2
2
1
2
4
1
2
0
1
1
8
1
2
0
1
2
0
116
1
1
6
W
O
R
TH
A
VE
N
U
E
SF
OP
SFOP
SF
OP
SF
OP
SF
OP
SF
OP
SF
OP
SFOP
SFOP
SFOP
SFOP
SFOP
SFOP
SFOP
SF
OP
SFOP
S
F
O
P
SFOP
S
F
O
P
S
F
O
P
S
F
O
P
S
F
O
P
S
F
O
P
AGIP
TA
X M
AP
: 3
4, P
AR
CE
L: 9
0
PA
NE
RA
B
RE
AD
DL
LR
CE
RT
IFIC
AT
ON
I h
ereb
y ce
rtif
y th
at t
hese
docu
men
ts w
ere
prep
ared
or
appr
oved
by
me,
and
tha
t I
ama
duly
lice
nsed
pro
fess
iona
len
gine
er u
nder
the
law
s of
the
Stat
e of
Mar
ylan
d L
icen
se N
o.37
967;
Exp
irat
ion
Dat
e:12
/16
/21
DA
TE
RE
VIS
ION
CO
NC
EP
T S
IT
E P
LA
N
DA
TE
: M
AR
. 20
20D
ESI
GN
ER
: A
FSFI
LE
#:
SM01
63
1" =
ON
E IN
CH
SHE
ET
OF
JOB
#:
2083
68
TH
E
LE
CT
IO
N D
IS
TR
IC
T, S
T. M
AR
YS
C
OU
NT
Y, M
AR
YL
AN
D
LO
CA
TE
D O
FF
O
F T
HR
EE
N
OT
CH
R
OA
D IN
C
AL
IF
OR
NIA
, M
D.
100
JIB
SAIL
DR
., S
UIT
E 1
03 P
RIN
CE
FR
ED
ER
ICK
, M
D 2
0678
410-
257-
2255
301
-855
-555
4 F
AX
: 41
0-25
7-37
82
BA
RR
ET
T &
AS
SO
CIA
TE
SE
NG
INE
ER
S ·
SUR
VE
YO
RS
· L
AN
D P
LA
NN
ER
S
LU
GM
# 20-X
XX
-X
XX
UT
ILIT
Y, G
RA
DIN
G, S
ED
IM
EN
T &
E
RO
SIO
N C
ON
TR
OL P
LA
N
THREE NOTCH ROAD
MD. RTE. 235
(VARIABLE WIDTH R/W)
LOT 1
DAYTON HUDSON
CORPORATION
48/28
USE: COMMERCIAL
LOT 3
SUNTRUST SERVICE
CORPORATION
1496/102
USE: COMMERCIAL
LOT 90A
BRE TARPON
SOUTH PLAZA LLC
60/19
USE: COMMERCIAL
LOT 90A
BRE TARPON
SOUTH PLAZA LLC
60/19
USE: COMMERCIAL
20' 4 5
1 GREASE TRAP AND SANITARY LINE WILL BE INSTALLED WITHIN 5
FEET OF THE BUILDING IN THIS LOCATION
2 WATER WILL BE BROUGHT TO WITHIN 5 FEET OF THE BUILDING IN
THIS LOCATION
3 ELECTRICAL CONDUITS WITH PULL STRINGS WILL BE BROUGHT
TO WITHIN 5 FEET OF THE BUILDING IN THIS LOCATION
4 TRENCH CREATED FOR UTILITY INSTALLATION SHALL BE
BACKFILLED, COMPACTED AND STABILIZED AT THE END OF EACH
WORKING DAY. EXCAVATED MATERIAL SHALL BE PLACED ON
THE HIGH SIIDE OF THE TRENCH OR HOLE. NO TRENCH OR HOLE
SHALL BE OPENED MORE THAN CAN BE STABILIZED THE SAME
DAY. IF AN AREA MUST BE LEFT UNSTABILIZED OVERNIGHT, SILT
FENCE WILL BE PLACED IMMEDIATELY DOWNHILL OF ALL
DISTURBED AREAS AND STOCKPILES, AND APPROPRIATE
SAFETY MEASURES WILL BE INSTALLED AS REQUIRED.
CONSTRUCTION KEYED NOTES
1
2
3
4
TA
X M
AP
: 3
4, P
AR
CE
L: 9
0
PA
NE
RA
B
RE
AD
DL
LR
CE
RT
IFIC
AT
ON
I h
ereb
y ce
rtif
y th
at t
hese
docu
men
ts w
ere
prep
ared
or
appr
oved
by
me,
and
tha
t I
ama
duly
lice
nsed
pro
fess
iona
len
gine
er u
nder
the
law
s of
the
Stat
e of
Mar
ylan
d L
icen
se N
o.37
967;
Exp
irat
ion
Dat
e:12
/16
/21
DA
TE
RE
VIS
ION
CO
NC
EP
T S
IT
E P
LA
N
DA
TE
: M
AR
. 20
20D
ESI
GN
ER
: A
FSFI
LE
#:
SM01
63
1" =
ON
E IN
CH
SHE
ET
OF
JOB
#:
2083
68
TH
E
LE
CT
IO
N D
IS
TR
IC
T, S
T. M
AR
YS
C
OU
NT
Y, M
AR
YL
AN
D
LO
CA
TE
D O
FF
O
F T
HR
EE
N
OT
CH
R
OA
D IN
C
AL
IF
OR
NIA
, M
D.
100
JIB
SAIL
DR
., S
UIT
E 1
03 P
RIN
CE
FR
ED
ER
ICK
, M
D 2
0678
410-
257-
2255
301
-855
-555
4 F
AX
: 41
0-25
7-37
82
BA
RR
ET
T &
AS
SO
CIA
TE
SE
NG
INE
ER
S ·
SUR
VE
YO
RS
· L
AN
D P
LA
NN
ER
S
LU
GM
# 20-X
XX
-X
XX
NO
TE
S &
D
ET
AIL
S
AS
SHO
WN
5 5
NORTH ELEVATION1/8" = 1.0'
SOUTH ELEVATION1/8" = 1.0'
EAST ELEVATION1/8" = 1.0'
WEST ELEVATION1/8" = 1.0'
N.T.S.
TYPICAL SHRUB DETAIL
THIN DECIDUOUS SHRUBS BY 1/2
THE INITIAL BRANCHING,
RETAINING NATURAL FORM
REMOVE COVERING FROM TOP
OF BALL
FIRST LATERAL ROOT FLUSH
WITH FINISHED GRADE
3" MULCH
CUT EDGE OF BED VERTICALLY
FINISHED GRADE
UNDISTURBED SOIL
PLANTING SOIL
9"
6"
3"
2"
* RIGHT FACING R6-2R DETAIL SHOWN, LEFT FACING R6-2L IS PROPOSED
*
N.T.S.
TYPICAL TREE PLANTING DETAIL
2"
4'-10"
3'-0"
9"
2"
TWO PIECES REINFORCED
RUBBER HOSE
DOUBLE STRAND 14 GA. WIRE TWISTED
NOTCH TO HOLD WIRE IN PLACE
3" MULCH
FINAL GRADE AND SAUCER
SOIL SHOULDER AS SHOWN
FOR REQUIRED DEPTH, DIAMETER OF
PIT & CLEARANCE UNDER BALL, SEE
FILTERRA SPECIFICATIONS
SOIL MIX BACKFILL
2" X 2" WOODEN STAKES
VARIES (SEE PLANTING SCHEDULE)
*SITE CHARACTERISTICS INCLUDES OFFSITE PERVIOUS AND IMPERVIOUS AREA DRAINING TO
FACILITY.
*SITE CHARACTERISTICS INCLUDES OFFSITE PERVIOUS AND IMPERVIOUS AREA DRAINING TO
FACILITY.
