NCC221773_Site Plan or Location Map_20220509

LOW DENSITY CALCULATION
TOTAL ACREAGE................28.9882 AC
AREA IN WETLANDS.................3.23 AC
AREA BELOW HIGH WATER LINE .... 0.426 AC
USEABLE AREA...............25.3322 AC
12/. IMPERVIOUS...............3.03 AC(131,986 SF)
R/W IMPERVIOUS ........... 1.19 AC (52,159 SF)
REMAINING IMPERVIOUS .......... 1.84 AC (80,150 SF)
IMPERVIOUS PER LOT ....... (SEE CHART BELOW)
TOTAL IMPERVIOUS AREA TO BE DISPURSED AMONGST LOTS: 80,150 SF
LOT NUMBER
IMPERVIOUS AREA
1
12,430
SF
2
12,430
SF
3
12,430
SF
4
12,430
SF
5
12,430
SF
6
9,000
SF
7
9,000
SF
TOTAL
80.150
SF
oe�
2' BOTTOM
TYPICAL SWALE DETAIL
N.T.S.
PROJECT NO.: P1736-001
DRAWING NO.: 003
LIMITS OF DISTURBANCE .... 5.0 AC
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DB 496, PG 665 30,
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CONNIE M. LITTLE �\ �9 i ti92° oN • ,
` � � LIMITS OF DIST. / I
SS9, 5. 0 AC
DB 282, PG 52 O 9_ I 10 543° 04 12 \ • �' \\� / I i/
sS\ 6466905553000 O p 9 9 149 ♦ / t
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53„E� �\ \ DIST. ` �. . SF .�� 20' RA N<YGE �j� AREA as 1 I O WETLAND ;>� \ t:�;'::': v
\ `� LIMITS OF A tJN ' �• r J1
\ S42° \ 5.0 AC ` • ., C A EA EME T/ 3 /t/ i \� ;• \ \ t
` v H 1122, 230 SF j M I ' 601246 SF \,.
�\ v ` •. / 1 7•8+ ACRES >. I o+
52 LF 15" PVC CONDUIT NI 1 ` �\ �s \� \
1 Q I 1 I � \�� � '1 \„
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co ` �� � _ — EX. GRAVEL ROA \\ i` •,.� '•� APRDNNv- - - - - - - 30'MBL APRON � ,1.f5O' CAMILLA WAY � o I � J � � ; � \\\'tJ� C
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m I / �► -�� ....-...... ..FENCE Nv=r.,� - SILT
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DB 653 PG 822 / _.' o — -- _ - - 1 Y
6466902587000 `Ex: a x. s_cPP. Y• — •% _ - - _ l' �.. �t
/ GRAV — - - — - EL Raao - y' - 0.3% ° 18`iP @ 0.3% 46.208 SF `°( I L. /' •�C kN..v,.':�
i
a..-,.-..-..-..-.....i.',. APRON FE=8. / ` \\`�.e
LEE FARM anc� INV=6.0 \
RANCH,LLC �/ - ._......... -. EX'INV=5.45
DB 656, PG 596 0/ / ROCK PIPE- - - ON - - - - - - - % / 30' MBL ROCK P RO n ,� ..�..� �.;�.. ~••�•\k -- \\ \ �i:::� \,_".
_ INLE7 PROT. _ _ WAT-900 // FH o_ 9 ..�• •• \ �\
INLET P /�------ �' \.��.,-\•.o--
6466901211000 � .. REMOVE EX. P I PE 8 / / - - - _ - _r - - - - - ER �' o. •�. ` _••�••'•'•�.. , , 506 SF � � �- � s
// REMOVE EX. 1 \o O°
REPLACE WITH 18 "RCP �/ CMP /6 "x4 "TEE a' •"••.. ` �, ': REPLACE WIT�1 J M� �y --- \ �� +-\X-p : s0
18 "RCP / 2-4 "x2 " RED l �"•►.. y
2- 2"GVi 48, 2"ECLIPSE k \ `\�;�"�y COMMON AREA 1 POST FLUSH
446,244 SF 1 I FE=9.20 SILT �J\ \ �•` \'y�•'9 u'
( HYpRANT O t f".
_ 10. 24+ ACRES /
48, 185 SF FENCE �\ \\♦ L\ \,�\.9 ,._ s
_J` / \ / \ LIMITS OF DIST. ., / WATER5-0 AC
\ ♦` .\ \
oa
N \\ i j 1 56, 727 SF
6 3.05'
LEE FARM and - _ - _ _ \ N32°00'22"W 1251.29' / �P` N32°02'03"W 726.78'
RANCH,LLC 1 - _ _ - _ \\ LEE FARM and / �P
1 _ ` N� RANCH,LLC �/ \
DB 6656 12PG 0096 1 _ _ \ 3 V I L - _
�� U, .E L DB 656, PG 596 ! I \
R -X - GR/a A GEi 6465899495000
iw GRAVEi ROAD _ = VELIPUBL IC ROAD
RIP RAP I
_ _ _ _ _ APRON I
- -----------
1 _ LEE FARM and
RANCH,LLC -
1 DB 656, PG 596
- _ — 6465899495000
I I 5.9' — — — — - —
II
EDGE
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50' R/W -— ----.-- —_ FE=9.0 I I
1 '" —.-- ...-.L X.I.-
6' 620' 6' 6' - _ m
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NT
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REPLACE WITH 18"RCP
�/4" PER FT. I 3: 7 2 \ WA C`9p0 I
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TYPICAL STREET SECTION INv-6.0—
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-"'INLET PROTECTION
R/w CAM
IL
(50' R/20'
WAY
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INSET "C" — - —
SCALE: 1"=10' sn n
CL ROAD
FE=9.0'
tO'DRAINAGE
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ROCK CHECK DAM
CAMILLA WAY
(50' R/W 20'ABC PRIVATE)
REPLACE VE EWITH 18-RCP
RIP RAP
//APRON
Q
w>
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EDGE
2 "C-900 �j ABC
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SITE SEPTIC SYSTEMS
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INV=6.
INV= .18
O RIP RAP m
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--.__—__ 18"RCP
ca ----------------------@ 0.3%
-----
EX. DITCH
CAMILLA WAY ----------------------
(50' R/W 20'ABC PRIVATE)
INSET "B"
SCALE: 1"=10'
EIS= EXISTING IRON STAKE
EIP= EXISTING IRON PIPE
R/W= RIGHT-OF-WAY
CENTERLINE
RRS= EXISTING RAILROAD
SPIKE
ECM=EXISTING CONCRETE MONUMENT
ECRWMON=EXISTING CONCRETE
RIGHT OF WAY MONUMENT
TB=TOP OF BANK
FE=FINISHED ELEVATION
FES=FLARED END SECTION
ABC=AGGREGATE BASE COURSE
RCP=REINFORCED CONCRETE PIPE -
EP = EDGE OF PAVEMENT
SF=SQUARE FEET
FH=FIRE HYDRANT t
100 100 200
GRAPH 1 C SCALE: 1 "= 1 oo'
R=RADIUS
MBL=MEAN BUILDING LINE
CMP=CORRUGATED METAL PIPE
RED=REDUCER
GV=GATE VALVE ►t
INV=INVERT
CPP=CORRUGATED PLASTIC PIPE
AEC=AREA OF ENVIRONMENTAL CONCERN
WATERLINE =I —
WETLANDS=
EDWARD T. BRADY, ETUX '
6"C-900 .
WATER DB 450, PG 220 ,
---- -- - - --- ---- � � � 647509903000
DOREEN ANNA MARSUA MITCHEL \ / 647509903000 /
MUSELLA HAMILTON ��
INSET "A"\ /�\ DB 601, PG 851 DB 381. PG 211 SONNY W.
6475098203000
6475096334000 \ / SALTER, ETUX
SCALE: 1 "=1 0' 1 / \ \ DB 591, PG 813
1 \ 647509497000 t-'\
S79"W 25.79'
\ 113,43 , t1f, 36.97'
N87°47'05"W
\\ N j J �' / S63°21'00"W
2 .. ,'.I ,
:.
® 44.40,
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3 :� 07,�1 y2 SF \t(�\ Silk f � S7774857' „W
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WATER
SILT ,
\ •S„� FENCE ACCESS \ I•,: _
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.;�\\ EASEME /� \\ It tt �
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w>I 48' .1 �'� 52,873
m l
2„ECLIPSE
COTTAGE AT NEUSE
DB 576, PG 524
6465988486000
PRELIMINARY DRAWING
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CONSTRUCTION
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CONSTRUCTION PLANS
R E V 1 S 1 0 N S