EXC-2025-002 - SITE PLAN(N) 200
EMP
BRENT DRIVE
(60' WIDE)
20' BSBL
PER TR2077
PR
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°
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'
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'
PR
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9
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'
PROPERTY LINE S35°07'46"W 55.86'
Δ=4°42'44"
L=64.15'R=780'
5'
-
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"
5'
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"
PROPERTY LINE
(N) LIVING AREA
650 S.F.
(N) LIVING AREA
327 S.F.
(E) GARAGE AREA
444 S.F.
(E) HOUSE LIVING
AREA 1,200 S.F.
PS
E
WC
E
PSE
23
'
-
7
"
7'-4"
5'-0"
5'-0"
5'-4"
5'-4"
CENTER LINE OF ROAD
CL
SS
(N) PLCO PER DISTRICT
STANDARD DETAIL 7 (ON
SHEET A1 AS DETAIL 2/A1)
(E) 4"Ø PVC
SEWER LATERAL
(N) BLDG. CLEAN OUT
WITHIN 2 FEET BLDG.
FOUNDATION
SS
SS
OH OH OH OH OH OH
OH
OH
PP
REMOVE (E)
16'X18' PORCH
(E) LAWN
(E) CONC.
DRIVEWAY 426 S.F.
18'-0"
(E) STREET TREE
TO REMAIN. DBH: 5"
WP WP
WP
WP
WPWP
890 BRENT DRIVE
886 BRENT DRIVE
894 BRENT DRIVE
(E) G.M.G
(E) 2"Ø GAS LINE
(E) W.M.(E) 12"Ø WATER MAIN
(E) SEWER MAIN
D.S.
(N) DOWNSPOUTS. INSTALL
SPLASH BLOCKS AT ALL
DOWNSPOUTS TO ENSURE ROOF
WATER IS DIRECTED AWAY FROM
THE FOUNDATION. ANY EXISTING
DOWNSPOUTS THAT CONNECT
DIRECTLY TO THE STORM DRAIN
SYSTEM SHALL BE
DISCONNECTED AND DIRECTED
TOWARDS LANDSCAPED AREAS.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
(N) CONC. LANDING
82 S.F.
9'-8"
11'-0"
7'-0"
231.89232.03
230.10
232.
2
0
230.37
ST
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PROVIDE SWALES W/ 2%
MIN. SLOPE FOR STORM
WATER RUNOFF
ST
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ST
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(E) FENCE
TO REMAIN
x
x
x
x
x
x x x
x
x
x
x
x
x
(E) CONC. SIDEWALK
(E) PARKSTRIP
(N) CONDENSER.
REFER TO 3/A1
8'-1"
(N) TANKLESS
GAS W. H.
(E) DIRT
211 S.F.
(E) LAWN 804 S.F.
23
'
-
1
"
21
'
-
3
"
20
'
-
1
0
"
23
'
-
1
"
FRONT YARD AREA: 1,435 SQ.FT.
FRONT YARD IMPERVIOUS AREA: 426 SQ.FT.
FRONT YARD IMPERVIOUS AREA RATIO: 30%
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