28-11 OVERSIZE PLANS

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IN
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NHW
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ELEVATION VIEW LOT 95 SEC A -A
SCALE: 1 = 20
N/F MANKE,ELLIOTT L ETUX LOUISE K
PIN15: 649103221731000
DB 1164 PG 341
ELEVATION VIEW LOT 94 SEC B-B
SCALE: 1 = 20
NG
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AD
NHW
NLW
O
1
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1
N O
NHW TABLE
L 1 1 3.24' S3032' 1 3 "W
L2 27. 80' S501 3' 1 3 "E
' "W 1
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L3 24.81 ' S3041 22
I
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L4 30. 53' S1 0° 1 3' 34 "E j
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V
76.30 L 1 1
1
L5 4. 1 7' S1 0° 35' 32 "E j
i i
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EXISTING
WOOD
i
L6 25. 05' S1 0° 35' 32 "E i
I
;
WAOTERLINL4 i
BULKHEAD
L 7 20. 74 S8 56 23 E
10 MBL -` L 10
L 8 21 .6 3' Si 1° 5 9' 56 "E I
11
o PROPOSED r
L9 1 3.90' S22033 ' 31 "E j
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L10 15.80' S23o54 11� E i
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L11 5.12 S16 8 45 E
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L9
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SEPTIC
TANKAGE
Q O
.........
SITE DATA: 1
I
L8
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EXISTING
RECEIVING STREAM = NEUSE RIVER/ADAMS CREEK CANAL
STREAM CLASS/ I NDI=X= SA, HOW/ 27-128-1
1
I ;
27.00 ,
RIRAP
BULKHEAD
1
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LOT
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TOTAL LOT AREA = 9,625 SF i
75' AEC = 7,541 SF
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m
400SF
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A
1
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F
FIELD
2 BORM
L7
j
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IMPERVIOUS AREA I
I
I
A i' , HOUSE
HOUSE = 1,500 SF
DRIVEWAY = 1,024 SF
rn.
TOTAL PROPOSED = 2.524 SF (26.2%)
,a
'
'
1525 SF
IMPERVIOUS 1
75 AEC = 2.243 SF (29.7%) 1
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WITHIN 50 FT
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L6
BUFFER 1
LOT 95
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TOTAL LOT AREA = 8,795 SF j
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94 . s2
r ,—.—.—•------+
L5
j
75' AEC = 7,673 SF
IMPERVIOUS AREA I
I
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WA�ERL INE
1
HOUSE = 1,242 SF
OU E
C�
II
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10' MBL -
OWAD
1
DRIVEWAY = 1 , 1 41 SF 1
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z
1
TOTAL PROPOSED = 2.383 SF (27.1%)
I
O ' I
75'AEC = 2,291 SF (29.9%)
NO EXISTING TREES ONSITE !
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IT
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1
SEPTIC
I
.... ...i
a.ao
1
NO EXISTING WETLAND ONS I TE j
TANKAGE
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l
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LOT SHALL BE GRADED & LANSCAPED TO PROVIDE
DIFFUSE SHEETFLOW THROUGH GRASSED SURFACES 1
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L3
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PROPOSED 99
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0
1
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B
L2
EXIR
1
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LEGEND 1
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BULKHEAD 1
AC - ACRES
AEC - AREA OF ENVIRONMENTAL CONCERN
- -.- - V
COE - CORPS OF ENGINEERS 1
�I
I
1246 SF j
DB - DEED BOOK I
I
......
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.......�
�10'
+
IMPERVIOUS
50 FT
E I R - EXISTING IRON ROD
r ; -- - -_ MBL----J
L1
BUFFER 1
ELEC - ELECTRIC 1
I
- - - - -
-fi
•-,
-""• -�
EX - EXISTING 1
I
I
94.1s
--•-•-
INV - INVERT
IRS - IRON ROD STAKE
MB - MAP BOOK 1
,
NHW - NORMAL HIGH WATER j
I a WN
NLW - NORMAL LOW WATER
1 LLW LL
REVISIONS:
N/F -NOW OR FORMERLY
REMOVE mo �z
Z
PG - PAGE j
EXISTING I-! cc
'
Na
BY
DATE
POB - POINT OF BEGINNING
DRIVE
LL
RCP - REINFORCED CONCRETE PIPE
0
In O
R/W -RIGHT OF WAY
M
SED -SEDIMENT
'
SF - SOUARE FEET
N/F RUPIN15: ORBITT649103 B ETUX PEGG
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TELE PED TELEPHONE PEDESTAL
P I N15: 649103221368000
36
DB 1065 PG 365
-
Filmis. u���
........ SEPTIC AREA
- - - EXISTING STRUCTURES
PROPOSED STRUCTURES
• 10 0 20 40
SHEET # 1 OF 1
PROJECT #: PM1445
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(DESIGN FILE #: PM1445.dgn