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.� �. PROPERTY LINE _� I o , x /4 �` / `F % =, \ \ 2 k= x p ,vIt, #% Z
r RIGHT OF WAY \\ ``�♦ ` •�'� ! - `% ,` "mob\ \ ` Q a U I o
_ 45— — — EXISTING CONTOUR �,_ , � ♦,� • , ",•- . / / f 4 \ % %14% k � //�,/
­�_-,_'�­ - -
­,­­'­­ ,PROPOSED CONTOUR . s �/ ++ F. V:,,,�r,._ __X 7V/ R1\
1_L-
45 PROPOSED SPOT ELEVATION GRADE i. , J • \ \ \
•. • f s yN b p
46A PROPOSED SPOT ELEVATION ®TOP OF CURB/WALK
—__—_` _ OR �' .�.� EXISTING STORM DRAIN V ♦ �8�ij Eby` f $' s \ ® — — \ `— �5\ \
' V Ci \r
PROPOSED STORM DRAIN ♦ Q 4_ `
.� k ._. v '
SWFM ♦ _`� �; ,,�> `` / /# , - � / •;: , s \ 3s'o �k �g !/ 5
• •� 0 ,
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PROPOSED STORM WATER FORCE MAIN ♦ O� - �: _ / �' Y x� H /[' 4 }
N - I
,�i ' \ v� 3 h'�' xr
SS EXISTING SANITARY SEWER N # yam.
SS PROPOSED SANITARY SEWER o FO '- : / •��•. • rq�
♦ TROY A. CAISON 04 `9c>' - i >�� ij / \ # •y • '�• \ ! m \ %
W W EXISTING WATER ♦ HEIRS MAP .i L72�. +r•�• \ \ e i ,) \ {
♦ CABINET 10, CA f r �% /�•°�.' \ O , u ` / ` •-a \ \ b \ ! v
W W PROPOSED WATER PAGE $1 ` " L7o L69 -- / r1
/� '1 \\
♦ ` '"° f .sP H f tom+ ar`} �.*�'"' /` ` ' � • 'a \, • $ t
SSFM PROPOSED SANITARY SEWER FORCEMAIN "
♦ CPS ����°' 1� ���� \ \ s; `°
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TSF TEMPORARY SILT FENCE s \1-1
PROPOSED WATER EASEMENT 1 C,9 L�8 ��` �'° �� ! \ �p® i'} �\ I
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DA/CL DA/CL PROPOSED CONSTRUCTION LIMITS
\\ " �_ _ . ')_`_11;1�
L PROPOSED CONCRETE SIDEWALK a
y 2 4 � , , - _� - `1! ~ 05121
11 /
,.,
PROPOSED CURB INLET wj EROSION CONTROL ', e�U \ -�. o Yam, :,_ , s �`"` �.� i - ►•' �••'.. i .�' .<� f� •r/
10Osf NOTES: �osE .: \ , vs t ,.` ,, \ ;? i . DES. JPN
COC OF <g3 ••�! +.,! . •.-.. J S f `'- r,, , _ - `" . r " / < • c4 a ;ir Q
PROPOSED INTERIOR LANDSCAPE ISLAND s% S.F. 1. NCDOT PERMITS ARE REQUIRED FOR ACCESS. q M ,.� _, x s .. ,� --� 4, ,,�4 / I(r ;_NJ
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HANDICAP ACCESSIBLE PARKING SPACE 2. IMPERVIOUS SURFACE AREA WILL EXCEED 259� OF SITE AREA. �f ,,,�., a/ /
/ �� M
NEW PAVEMENT 200� �5� s �� - -,�a�,`.��'� L47--�''��e Q� ` \ /'Nz
:� R % C1
3. COUNTY AND STATE STORMWATER PERMITS AND STATE SEDIMENT U I :_ �s t9rFF
BUFFE
Vr 30 LAMA +� - / / � , • r
AND EROSION CONTROL PERMITS MUST BE OBTAINED PRIOR TO ANY <, -., � � .' �.,} DATE 4 f 18�06
CpFF \ `''J�a : > `�` 75 CAMA BUFFER ` `� — ,_ w... \ �. „_4 •/ ��r Q
W WATER HOUSE CONNECTION DISTURBANCE. NO NATURAL DRAINAGE AREAS SHALL BE CLOSED OFF „'- Q�� \ E t . •� f u j J
OR DISTURBED BEFORE OBTAINING PERMITS. �� �� /
'�` SEWER HOUSE CONNECTION „!' \�� . ., _ _ # .. _ r /�
S 4. ALL WATER AND SEWER WILL BE BUILT TO COUNTY SPECIFICATIONS. \ L52 , ,_ \ - y.,_ 1 ,�
� � � � �s� � _ ; � TEMPORARY DIVERSION DITCH
ill
;,: EXISTING WETLANDS
SCALE: 1" = 100°
0 100 200 300
5. ALL ROOF DRAINAGE SHALL BE DIRECTED TO THE STORM DRAINAGE
SYSTEM THAT DRAINS TO THE INFILTRATION BASIN.
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LEGEND
®® ®® PROPERTY LINE
— — — RIGHT OF WAY
— — — 4s— — — EXISTING CONTOUR
PROPOSED CONTOUR
45 PROPOSED SPOT E
46.0
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SWFM
SS
SS
W W
W w
SSFM
TSF
DA/CL DA/CL ---
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W
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S
4
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MHW MHW
LEVATION ® GRADE
PROPOSED SPOT ELEVATION 0 TOP OF CURB/WALK
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORM WATER FORCE MAIN
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING WATER
PROPOSED WATER
PROPOSED SANITARY SEWER FORCEMAIN
TEMPORARY SILT FENCE
PROPOSED WATER EASEMENT
PROPOSED CONSTRUCTION LIMITS
PROPOSED CONCRETE SIDEWALK
PROPOSED CURB INLET W/ EROSION CONTROL
PROPOSED INTERIOR LANDSCAPE ISLAND s/ S.F.
HANDICAP ACCESSIBLE PARKING SPACE
NEW PAVEMENT
WATER HOUSE CONNECTION
SEWER HOUSE CONNECTION
TEMPORARY DIVERSION DITCH
EXISTING WETLANDS
COASTAL MARSH LINE
CAMA BUFFER LINE
404 WETLANDS LINE
MEAN HIGH WATER LINE (MEAN HIGH WATER
LINE & PROPERTY LINE COINCIDE)
SCALE: 1 " s 501
fm mmmmlw
0 50 100 150
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LINE & PROPERTY LINE COINCIDE)
6
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50 100 150 � �

--�'"
BRIDGE NUMBER 1
-'
TEMPORARY WETLAND —
�' \
IMPACT NUMBER 1
,J
A
Z6E 39Vd '04 13NIM dVW
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F-alu - ., X - -
1 " = 200'
TEMPORARY IMPACT NUMBER
TEMPORARY WETLAND IMPACT NUMBER 2 PLAN
TEMPORARY WETLAND IMPACT NUMBER 3 PLAN
1"=20'
lx �
PERMANENT IMPACT
----_�
864.757 sf (.0199
ac)
S S
PROPOSED 12" RCP
ti
CULVERT TO BE 20%
(3")
BELOW GRADE
W �!
W Y f' L�
IS S --�
1"=20'
)-"-T2" RCP
TO BE 20%
4T- TM PACT
sf (.0090 ac)
IT I
r� h
DTI A KIn IUD A n'I• L11 IL®Dc1115 n n1 A LI
1"=20'
WCTI A Ain MAD A ^lr All ILI1201115 0 151 A L1
1"=20'
y�
�, / -- v
�
VT I M PACT
sf (.0084
f
'PROPOSED 12"
RCP CULVERT
TO,BE 20% (3")
BELOW -Gf3�DE
WETLAND IMPACT NUMBER 4 PLAN
1" = 20' A
WCTI A AIF1 IL®D A ^lr wii ILAIMcn C no A &1
1"=20'
TOOP ELEVATION 75' ABOVE
GROUND ELEVATION
FION AT
00 YEAR
AIN.)
PARKI
BUILD
TYPICAL BUILDING ELEVATION
NTS
PROPOSED GRADE
EXISTING GRADE PROPOSED ROAD PROPOSED SIDEWALK-
I
PROPOSED UTILITY,
SEE PLAN FOR SIZE, PROPOSED 12" RCP
DEPTH AND LOCATION CULVERT TO BE 20% (3")
BELOW GRADE
CROSS SECTION
TYPICAL CULVERT UNDER ROAD DETAIL
NO SCALE
TYPICAL UTILITY CROSSING WETLANDS
NO SCALE
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TOTAL SITE AREA =
34.03
IMPERVIOUS AREA WITHIN
BUILDINGS -
75' CAMA AEC:
2,617.86 (0.0601
r
U
PAVEMENT
sf ac)
>0
-
171.34 sf (0.0039 ac)
TOTAL IMPERVIOUS AREA: 2,789.594 sf (0.0640 ac)
TOTAL WETLANDS ON
SITE = 7.67 acres
®
® i
IMPACTED WETLANDS:
ui
PERMANENT IMPACT
TEMPORARY IMPACT
4
z m
TEMP. NUMBER 1
TEMP. NUMBER 2
-
-
2,175.147 sf (0.0500
773.446 sf (0.0178
ac)
ac)
z
TEMP. NUMBER 3
NUMBER 1
-
864.757 sf 0.0199 ac
3,272.402 sf (0.0751
-
cc)
NUMBER 2
NUMBER 3
391.619 sf 0.0099 ac
764.079 sf 0.0175 ac
-
-
z
NUMBER 4
NUMBER 5
494.476 sf 0.0113 ac
59.123 sf 0.0014 ac
-
-
TOTAL
2,574.054 sf (0.0591 ac)
6,220.996 sf (0.1429
cc)
PROPOSED 12" RCP CULVERT
7"'
OPOSED GRADE
-�- -\
m��
PROPOSED UTILITIES
EXISTING GRADE
PROFILE
SCALE: 1 " = 200'
0 100 200 400 600
SCALE: 1 " = 2'
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