SW8150406_Approved Plans_20150225

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NIF GEORGE PA TRICK
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D.B. 1565, PG. 666
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M. B. 8, PG. 65
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TAX PARCEL # 1307-36
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t� - • ' , �� /' . _ . N � 22g, \\ 1 Z 50' BUFFER -TO
\ 23 \ \ . . . . . . . . . . <<'',, ( ON `� y �� = tip' �\ �R 97 , Z NHW/NCH�111' . ' .
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1. , �.i ��, \ y Oy I - ,� �. .. .* 0.63ACRES•
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a' . . . ' N ? \ S 23 O h / _ 7 Q \ EDGE BANK OF
�, A- ,4. Wa,- - ,p0 -/, v \ 4g, o G / �,'\ / - �. �\ RSA '0hq 8 ,� 5 � 05 2 " ' 62 QUEENS CREEK IS
.•F, 6.s / 45 �'` 1 `S6 30 deg °0 47 7 ACTUAL PROPERTY LINE
6 \ , CA . s \ . ` \ N� \ `� 0 8 , 0 ,
•� 17 o 6. 32 "E POINTS NOT LABELED
3 "� y 4'�e, / PIPE E\. i o , �� �� \ \ `
9 -7 ; �o°c N 16 48 y� ,' h \� : cv:. _ , .I ��• s N7 ° 7� 5 , ARE NON-MONUMENTED
94 - ��� 5� .ry °` 1g i� - o AREAif4 e t ti �5g \ > "�\ 3 4 COMPUTED POINTS ALONG
S' \ 30 , ti , 8 �"� cps �.� n� �' 80.0 • d . 3d \ 31 q 44.26' 4 "E
19 FqF \ I . 1Q^ . t 16� ,�1,1g, =8 ` IV N N 6409, 4, N ° BANK OF QUEENS CREEK
364.71 1 15 r e3 . - . 1 43 \ \ cn 19"W �\ ' , 3 5
S02' 17' 18"E Q�p . .. t1 ivV v 96' � ;� O 13' T 46
s e 5.8 Nos 11 0
14' �' 42, ^ .h � � 14 0 o I �_��I 3' „ 4 ,
7d I�4 d 2' h o, 0 I rncA I 's I 50' BUFFER TO .' N8 ° Jr , E 4
M C 1 J st,cg 5690 cp w � � / ` r- - I C) 32 ' � „ 0, 0 '
o �, 12 N 2 cb a / PIPED a v, 0 NHW/MHVJ / 0 6
J (/ ` s1 N L 1 `v 9 ( co , / ib NS 3 C
rn ^/ -` 0 12 0 M� n ` 313 , 6.0 I „ / '
o` 2 ^ .11 S1 22 6 M06'56`29 E 430.11 -- __ c�' � 20 1
^� o• in I i 11 0 27 , �9 �g ryo �,] �? / r� 24" h
�`�v U `s�' r'�-�``z 10 O; Z �! PIPE C ' 26 - - /� c\2 60� o �f j 3.29' W �l C60 .�� °30' 6`5 ,
-' S 7
\�\ N z 164:92 �- C3�- 3 30 p \ 25 i �8 a �03 47 \ . . < .r�� 42 1 j 33 : �, N �\` 26' 64
\ 17 / -� ® C35 169.27 - �- �- -- - 1 K GSB 24; �� ! 1N. , S13.2g 24» rn Ni4.464p„ //r . �......� S ° 32.8 ,
CO "' a - - - 1a A ► 1.. �3 _ _ 0 E R/OGF M o^, 4 i 01, ° 30 W 1 N E a eoAsrai '• ` " ' 3 9
192.17' - 6 - 35.88' Cap24.oz cTr ¢ rr �1" 3 _5. ., . 3.64, / o v 6 ,
� � G 7.0 _ _ . -_ CHESTN _, ON / 4•i � ' � 66, � I �, �, ,. a . .a. ��IE[LA'N S..� ,E
`n " - - , a' 90.0 w �y ,.� , - - \ , 4 .� I 41 1 0 / wo 34 r ES
,S
NO2 40 30 E O, 84.0 w 84 �, o0 30 01, E'Sjjyo I / i S 19• I W y
16 , h 65.65_, : a � � OD -. r .. 44 S13• O o ' , _ ., (\ ....... 44
o D/Q/j/ r ^a 5.`lt! 29 24 rn / N S 5 °0
•10 V - �- c� _ a �10 _ 0
ti C32 �_ to o `I 'n '`' `° ,r, N z 1h ' 2$ / �` \N rn I 93.7g 1 0 35 1 J E , n4b Q�/ 6 E
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cV�`.- "co� in r 1� ao - 22 21.7' It# 40A `\' u; y a / . 4S•' `� EE/t/s 4 / Q'
I N1
v moo, © ,z 982 26.2c 10 , �� '0 Di I 52 54„f �:... ..
\ 15, , t9.F ° 74.51' 45.09' a / 0 COUIr'T I 3442 c,`° \ n. N1s a57� 4
_ 16.20 64.84' 61.18 57.94� 5 �`
`_-59.59'-�• _ - - ..DITCH � I 14 ..• ^t� � 6A /� . �31,3 ... ��
-- L81 L82 EXIST. DITCH EXIST.?
-------- L23 L2� ,a �' 9
t ,s, S
L25 L�24 L22 L21 ``v� I a I� 39A v \ 10.0 /5 S14,4$2\`" �...:�'' 8 33„
L28 L27 = L26 ( 22 Cn 00 J KIN SBRIDGE 1 } 9 J` 2 ` a IIJ 7 52.7J :s
-- -- ,--\ "-� /36/ J S CTION 4 i -' �.� a/ N69°
• C G111: ••
.- '4i �� �40; �39; �38N /37' `--' i �.i � \. / �2o"E
_
42 _ - _ - 100=FEAR FC04D i ,So'
43 / 44 , ` 45 - -' i 64 1PG 67 7 LINE AS SCALED r, - - I "5 ® r. a` (A
_ - • 65, �,G 50 M,B" M.B. 4, PG. 6 I SEE; NOTE 5 _ _
i I �� �. ' . I� 38A t t4
TEMP. CONSTRUCTION ENTRANCE / YLa-`���, • �t - {--- t."� �,: '� f MARSH AREA
-N82°3 '43," �'' �� �' KINGSBRIDGE II SECTION 4A
KINGSBRIDGE II, SECTION 5 10 � ' I '
f// �' J �TOTAL OF 5 RESIDENTIAL LOTS
TOTAL OF 42 RESIDENTIAL LOTS S8 10 10 W 1 55
-------- - �� PROJECT AREA = 26.19 ACRES
PROJECT AREA = 36.00 ACRES • ' ' ' ' �'. - ' ' .. DISTURBED AREA = 2.40 ACRES
DISTURBED AREA = 20.36 ACRES .............
COASTAL WETLANDS AREA = 1.39 ACRES i AREA VEG. STABILZED = 1.5 ACRES
. . . . .. • . .�� ,. ,
AREA VEG STABILZED = 16 5 ACRES M.e. 65,; PG. 215 WHITE OAK RIVER BASIN
'
WHITE OAK RIVER BASIN
J�
-�
-
8�° 10 10 "W 2. 9'
-
�N
'�
MARSH AREA\
�t,)
LEGEND
\
r
CONTOURS
1 '44" 1 1
S23 0 W 0 6
XX.XX
EXIST. SPOT ELEVATIONS (FEET)
.7
S 3 6° 58' 58 "W 101 .40'
\w
- cL -
CONSTRUCTION LIMITS
t \1
* ®
NEW SPOT ELEVATIONS (FEET)
S41 ° 23' 30 "W 78. 64'
ODIRECTION
OF SHEET FLOW
0
CQ
CHESTWOOD DR.
------
• • '
WETLANDS LINE
00
o
+cn
a> LL
WETLANDS
CD W
uj
¢ -i
27_O
SILT FENCE
t ,0
�O,p
24•0� Z
+0.59%
CO 0
-
-- > -
TEMPORARY DIVERSION DITCH
0,�
_ -
------- -
-------------_
-- + -
SWALES
11 1\
G---------------
'SWALE
CENTERLINE
STREET ROW
PIPE C
;•:•;•:•;•;•;•
CAMA DELINEATED COASTAL WETLANDS
NHW/MHW
CAMA DELINEATED HIGH WATER LINE
z
0 Q
o w BAR HARBOR CT. + w
o� coo
6 re
J
¢ Lu
w CENTERLINE 29.0 n 0
25.5' ; z +0.42%
SWALE
MARSH AREA
HUBERT
ow
172 a
zzz
fN
w
��
0o
zx
`2m
to
Z Z
ww
Ld
CY 2
NCSR 1501
KINGSBRIDGE
//, SECTION 5
C TABLE
C30
= S07'29' 11 "W
82.78',
RAD=205.0', ARC=83.35'
C31
= S28'15'24"E
20.41',
RAD=25.0', ARC=21.03'
C32
= S08'51'46"E
68.82',
RAD=50.0', ARC=75.90'
C33
= S63'39'02"W
48.52',
RAD=50.0', ARC=50.66'
C34
= S58' 13'23"E
48.64',
RAD=50.0', ARC=50.79'
C35
= N07'27'12"E
59.59',
RAD=50.0', ARC=63,83'
C36
= N19'55'59"E
20.41',
RAD=25.0', ARC=21.03'
C37
= S05'33'44"W
86.14',
RAD=255.0', ARC=86.56'
C38
= S65'00'37"W
28.28',
RAD=20.0', ARC=31.42'
C39
= S23'54' 10"W
34.62',
RAD=255.0', ARC=34.65'
C40
= S36'04'45"W
73.48',
RAD=255.0', ARC=73.73'
C41
= S48'50'17"W
39.79',
RAD=255.0', ARC=39.83'
C42
= S55'37'57"W
84.20',
RAD=1040.19', ARC=84.22'
C43
= S59'00'18"W
38.22',
RAD=1040.19', ARC=38.22'
C44
= S35'57'46'W
20.41',
RAD=25.0', ARC=21.03'
C45
= S65'57'46"W
81.00',
RAD=50.0', ARC=94.41'
C46
= S54'09'09"W
81.00',
RAD=50.0', ARC=94.41'
C47
= S84'09'09"W
20.41',
RAD=25.0', ARC=21.03'
C48
= S56'41'07"W
116.49',
RAD=990.19', ARC=116.56'
C49
= S4T18'45"W
42.86',
RAD=205.0', ARC=42.94'
C50
= S30'39'39"W
75.78',
RAD=205.0', ARC=76.22'
C51
= S24'59'23"E
28.28',
RAD=20.0', ARC=31.42'
C52
= S58'11'49"E
114.55',
RAD=280.24', ARC=115.36'
C53
= S35'55'09"E
102.00',
RAD=280.24', ARC=102.57'
C54
= S01'31'27"W
254.09',
RAD=280.24', ARC=263.71'
C55
= S33'41'31 "W
50.89',
RAD=280.24', ARC=50.96'
C56
= S46'31'09"W
67.61',
RAD=255.0', ARC=67.80'
C57 =
S61'39'11"W
66.71',
RAD=255.0', ARC=66.90'
C58 =
S76'31'52"W
65.35',
RAD=255.0', ARC=65.53'
C59 =
N89'34 58"W
57.95',
= - ,
RAD 255.0 , ARC-58.07
C60 =
N79'47'04"W
29.13',
RAD=255.0', ARC=29.15'
C61 =
N79'23'42"E
20.41',
RAD=25.0', ARC=21.03'
C62 =
N80'03' 14"E
41.87',
RAD=50.0', ARC=43.20'
C63 =
N42'45'33"W
53.63',
RAD=50.0', ARC=56.61'
C64 =
N20-16'18E
50.90',
RAD=50.0', ARC=53.40'
C65 =
N78'07'32E
45,80',
RAD=50.0', ARC=47.57'
C66 =
S51'28'10"E
39.31',
RAD=50.0', ARC=40.40'
C67 =
S52'24'55"E
20.41',
RAD=25.0', ARC=21.03'
C68 =
S71'11'45W
219.05',
RAD=205.0', ARC=231.09'
C69 =
S10'49'46'W
216.70',
RAD=230.24', ARC=225,61'
C70 =
S43'36'59"E
204.55'.
RAD=230.24', ARC=211.96'
KINGSBRIDGE II, SECTION 4A SW8 890414
APPLIED FOR UNDER SEPARATE
Z EROSION PERMIT EXTENDS TO THIS LINE
J
(2.4 ACRES DISTURBED, 1.5 ACRES
of STABILIZED WITH VEGETATION)
Yw0
m CL
�Z J
ww�
Ld
w0Q
BANK OF QUEENS
CREEK (APPROXIMATE
HIGH WATER LINE) 0\
BANK OF QUEENS
CREEK IS ACTUAL
PROPERTY LINE 2
' MARSH
\
QUEENS CREEK
`P&e�
\c�FF�r
GRADING. STORMWATER & EROSION CONTROL PLAN
SCALE: 1" = 150'
Z 25.5' 0
o 0 �� E. IVYBRIDGE DR. co N Q
+ N M Wm E. IVYBRIDGE DR. M
o W ¢ ¢ �- 27 0� � o
w ¢ c~ w zCn +0.43% cn i-CENTERLINE
¢ 'I
21,7 cn Z +1.20% cn----------BP ------------------ .97%
-------------------------------------
BP PIPE E SWALE--------
PIPE D
STREET PROFILES
SCALE: 1"=100' H 1"=20' V
0 TO
©
© TO
N54'00'48"E
103.81'
S01'35'28"E 72.03'
N37'34'07"E
82.01 '
S 14'37' 15"W 95.08'
N20'1O'14"E
104.40'
S33'41'24"W 72.11'
NO2'32'01 "E
113.1 1'
S53'17'09"W 73.60'
N25'05'01 "E
51.89'
S63'26'06"W 44.72'
N62'42'02"E
34.89'
S43'49'51 "W 34.65'
N88'47'23"E
142.03'
S58'34'14"W 21.10'
N67'20'08"E
98.61'
N84'48'20"W 22.09'
N56'30'50"E
77.94'
N67 45'04'W 23.77'
N36'33'09"E
72.20'
N50'42'38"W 14.21'
N26'16'27"E
176.20'
N27'38'46"E 23.71'
N23'07'53"E
114.53'
N09'38'15"E 53.76'
N40'54'52"E
79.40'
N37'34'07"E 32.80'
N53'20'38"E
53.60'
N15'56'43"E 21.84'
N81.31'44"E
47.52'
N53'07'48"W 20.00'
S60'34'21 "E
44.78'
S83'22'03'W 43.29'
S14*30'01 "E
59.91'
S13'40'17W
76.16'
S33'09'19W
237,70'
S19'50'41 "W
141.40'
S00'41'10"E
167.01'
S22'08'08"E
127.39'
S34'43'44"E
321.22'
530'04'07"E
109.77'
S22'32'35"E
57.39'
CNO\
TO SWANSBORO
LOT 1
16,247
SF
0.37
ac.
LOT 2
16,131
SF
0.37
ac.
LOT 3
14,604
SF
0.34
ac.
LOT 4
14,173
SF
0.33
ac.
LOT 5
13,734
SF
0.32
ac.
LOT 6
17,254
SF
0.40
ac.
LOT 7
44,586
SF
1.02
ac.
LOT 8
27,638
SF
0.63
ac.
LOT 9
21,794
SF
0.50
ac.
LOT 10
28,498
SF
0.65
cc.
LOT 11
34,994
SF
0.80
ac.
LOT 12
19,614
SF
0,45
cc.
LOT 13
12,751
SF
0.29
ac.
LOT 14
12,313
SF
0.28
ac.
LOT 15
15,097
SF
0.35
ac.
LOT 16
14,407
SF
0.33
ac.
LOT 17
20,395
SF
O.47
ac.
LOT 18
29,900
SF
0.69
ac,
LOT 19
22,801
SF
0.52
ac.
LOT 20
17,445
SF
0.40
ac.
LOT 21
18,998
SF
0.44
ac.
LOT 22
37,112
SF
0.85
ac.
A-B
127,710
SF
(2.93
ac.)
LOT 23
18,513
SF
0.43
ac.
LOT 24
13,804
SF
0.32
ac.
LOT 25
14,793
SF
0.34
ac.
LOT 26
50,445
SF
1.16
ac.
LOT 27
46,697
SF
1.07
ac.
LOT 28
28,051
SF
0.64
cc.
LOT 29
132,255 SF
(3.04
ac.)
LOT 30
61,330
SF
1.41
ac.
LOT 31
57,336
SF
1.32
ac.
LOT 32
48,254
SF
1.11
ac.
LOT 33
42,840
SF
0.98
ac.
LOT 34
33,463
SF
0.77
ac.
LOT 35
34,233
SF
0.79
ac.
LOT 36A
34,769
SF
(0.80
ac.)
LOT 37A
722,374 SF 16.58
ac.)
LOT 38A
288,220 SF 6.62
ac.)
LOT 39A
71,729
SF
1.65
ac.
LOT 40A
32,703
SF
0.75
ac.�
LOT 41
26,883
SF
0.62
ac.
LOT 42
27,772
SF
0.64
ac.
LOT 43
35,038
SF
'0.80
ac.
LOT 44
49,231
SF
1.13
ac.
LOT 45
34,917
SF
0.80
cc.
LOT 46
24,372
SF
0.56
ac.
LOT 47
26,666
SF
0.61
ac.
? ° 6 t�
F APR 2115
L
TABLE
L43 =
S55'52'37"E
149.13'
L1
= N70'51'52"W
45.55'
L22
= SOO'38'45"E 80.80'
L42A =
S79'45'01'E
130.56'
L65
= S09'52'57"E
89.97'
L86 =
N30'10'29"W
139.16'
L2
= N70'49'28"W
169.15'
L23
= S00'32'02"E 81.04'
L43A =
S79'48'36'E
81.12'
L66
= S09'28'57"E
89.96'
L87 =
N30'10'29"W
133.43'
L3
= S19*07'47"W
126.30'
L24
= SOO'37'31 "E 80.84'
L44 =
S79'34'38"E
81.03'
L67
= S09'41'59"E
90.06'
L88 =
N30'10'29"W
128.90'
L4
= S19'08'25"W
108.31'
L25
= SOO.35'43"E 81.05'
L45 =
S80'00'56'E
81.22'
L68
= N58'17'05"W
99.96'
L89 =
N30'10'29"W
124.36'
L5
= S70'53'10"E
138.97'
L26
= S00'35'06"E 80.72'
L46 =
S79'49'14"E
81.01'
L69
= N54'55'17"W
100.19'
L90 =
N30'1O'29"W
119.83'
L6
= S19'08'40"W
60.00'
L27
= SOO'35'55"E 100.04'
L47 =
S79'48'10"E
80.00'
L70
= N58'16'57"W
100.00'
L91 =
N30'10'29"W
134.99'
L7
= N70'51'20"W
138.84'
L28
= S00'40'23"E 81.07'
L48 =
S79'48'1O'E
80.00'
L71
= S31'40'22"W
6.00'
L92 =
N30'10'29"W
151.77'
L8
= S19'08'13"W
108.03'
L29
= S00'39'37"E 85.87'
1.49 =
S63'17'26 W
33.00
L72
= N58'25'52"W
100.37'
L93 =
S64-15'53"W
93.66'
L9
= S19*08'03"W
108.02'
L30 =
S00'38'44"E 96.92'
L50 =
S63'18'31'W
90.00'
L73
= N58'29'52"W
100.05'
L94 =
N52'38'38"W
131.34'
L10
= S19'02'49"W
108.00'
L31
= S00'35'48"E 95.05'
L51 =
S63'19'08'W
85.10'
L74
= N41'56'59"W
27.36'
L95 =
S01'40'52"E
133.97'
L11
= S19'05'24"W
108.17'
L32
= S00'37'56"E 106.65'
L52 =
S63'12'17'W
46.90
L75
= N57-57'55"W
73.42'
L96 =
N39-10'44"E
155.68'
0' 100, 200' 300' L12
= S70'52'45"E
138.58'
L33
= S00'37'56"E 108.71'
L53 =
S6654'44W
35.04'
L76
= S31'57'34"W
7.66'
L97 =
N49'16'07"W
19.62'
L13
= N19*11'04"E
23.65'
L34
= S79'48'16"E 22.25'
L54 =
S78'17'44 W
139.22
L77
= N58'17'00"W
99.89'
L98 =
N49'16'07"W
32.00'
L14
= S70'52'44"E
60.02'
L35
= S79'50'26"E 122.76'
L55 =
N09'40'59W
12.50'
L78
= S31-46'03"W
150.46'
L99 =
S42.24'41 "E
52.09'
L15
= S71'02'24"E
159.91'
L36
= S79'45'32"E 102.42'
L57 =
N09'40'59"W
25.00'
L79
= S22'04'40"W
60.90'
L100
= N56'32'21 "E
8.24'
L16
= S70'50'21"E
15.56'
L37
= S79'49'02"E 128.77'
L59 =
S80'19'01"W
19.94'
L80
= N31'24'28"E
68.98'
L101
= N19'08'04"E
6.53'
L17
= S00'46'00"E
7.08'
1-38
= S79'45'18"E 61.16'
L60 =
S09'40'59"E
30.00'
L81
= S00'40'23"E
30.19'
L102
= S19'08'13'W
4.96'
L18
= S00'35'41"E
52.55'
L39
= S79'49'48"E 115.28'
L61 =
S80'19'00"W
149.92'
L82
= S00'40'23"E
50.88'
L103
= S19'08'25"W
4.96'
L19
= S00'35'41 "E
28.17'
L40 =
S79'48'34"E 81.06'
L62 =
S09'38'37"E
90.02'
L83
= N49'16'07'W
9.70'
L104
= S70'52'45"E
5.61'
L20
= S00'36'31 "E
80.72'
L41 =
S79'47'58"E 90,26'
L63 =
S09'40'51 "E
89.99'
L84
= N49' 16'07"W
97.83'
L21
= S00'40'44"E
80.92'
L42 =
S85'19'15"E 56,85'
L64 =
S09'34'39"E
90.07'
L85
= N30'10'29"W
28.23'
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PROJECT# SHEET
E-14-27
DATE
2-25-15 C=l
SCALE
SHOWN
DRAWN BY 1 of 4
N KS

MU
ao CONCORD CT. `+mow
~ corn c:)a
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+ /) + CONCORD CT. M Q �_
Q W¢ 27 CENTERLINE �v
.0
c
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230z +0.74%
-----------------
----------------------------- BP ----- PIPE B SWALE
PIPE A
N--/
BANGOR CT. 28
60 \
O z
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:>W 0 oo cn
27.0 c~nz o Q F- cn No
_2.21 /o _ 23.0 cn z _2.04% = 21.0
oa
SWALE �
CENTERLINE
STREET PROFILES
SCALE: 1"=100' H 1"=20' V
27
Q -
�� 34 1-v
'2_/1�711'
\23\
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S06°15'41 "W
222.60'
SO4 c
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KINGSBRIDGE 11 HOMEOWNERS
M. B. 65, PG. 175
TAX PARCEL # 13 7 3-136. 15
ZOND R - 75
SEWER PLANT
KINGSBRIDGE II, SECTION 6
TOTAL OF 24 RESIDENTIAL LOTS
PROJECT AREA = 13.71 ACRES
DISTURBED AREA = 8.65 ACRES
AREA VEG. STABILZED = 6.68 ACRES
WHITE OAK RIVER BASIN
NC Grid North
NAD 8JI2011
i P:ri=Kin
XX CONTOURS
XX.XX EXIST. SPOT ELEVATIONS (FEET)
- °L - °L - CONSTRUCTION LIMITS
x-xx� NEW SPOT ELEVATIONS (FEET)
DIRECTION OF SHEET FLOW
--------- WETLANDS LINE
WETLANDS
SILT FENCE
TEMPORARY DIVERSION DITCH
SWALES
_ --_.--- STREET ROW
---------- DA#X DRAINAGE AREA
LA.
PIPE B
N89°27'03"W 42.49'
N28012'59"W 137.07'�
N23019' 1 1 "W
152.52
N46047'02"W
53.42'
N78050'14"W
100.64' -
N57053' 1 D"W
70.07' -
TEMP, CONSTRUCTION ENTRANCE
KINGSBRIDGE II, SECTION 6
/
/
/
/
/
/
/
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17
0' ,�N C19 / AREA #1
( lb '1-
1955
�'q \ o� c� / 21.0 "(' IN32�
<\ 7
6�� y\ 4. y`T y Cl 6 rT � r� C� 3 U \\`�
2O
\ _"
�� PIPE A y 3. .� G22 �96 c;>�' , - ;
os`�F G 31
0) 3 Q
27.0 Gam; o ,
hr BANGOR CT. s,
` 20' ASPHALT �� '� 29 \
- - 00
` 1�l � �28
>< -2I �2]
PG 188i
\,\ - 26 -4/1
PG. 291
\ / N 00 i
I -o 4 \ 26 ,
S78-
J 2 26,, 45 E
I \
GRADING, STORMWATER & EROSION CONTROL PLAN
SCALE: 111 = 100'
KINGSBRIDGE II, SECTION 5 -7
SITE OVERVIE
bUALL: 1 " = 500'
TA M/ r-
L43 =
S55'52'37"E
149.13'
L1
= N70'51'52"W
45.55'
L22
= S00'38'45"E
80.80'
L42A
= S79'45'01 "E
130.56'
L65
= S09'52'57"E
89.97'
L86 =
N30'10'29"W
139.16'
L2
= N70'49'28"W
169.15'
L23
= S00'32'02"E
81.04'
L43A
= S79'48'36"E
81.12'
L66
= S09'28'57"E
89.96'
L87 =
N30'10'29"IN
133.43'
L3
= S19'07'47"W
126.30'
L24
= S00'37'31 "E
80.84'
L44 =
S79'34'38"E
81.03'
L67
= S09'41'59"E
90.06'
L88 =
N30'10'29"W
128.90'
L4
L5
= S19'08'25"W
= S70'53'10"E
108.31'
138.97'
L25
= S00'35'43"E
81.05'
L45 =
S80'00'56"E
81.22'
L68
= N58'17'05"W
99.96'
L89 =
N30'10'29"W
124.36'
L6
= S19*08'40"IN
60.00'
L26
L27
= S00'35'06"E
= S00'35'55"E
80.72'
100.04'
L46 =
L47 =
S79'49'14"E
S79'48'10"E
81.01'
80.00'
L69
= N54'55'17"W
100.19'
L90 =
N30'10'29"W
119.83'
L7
= N70'51'20"W
138.84'
L28
= S00'40'23"E
81.07'
L48 =
S79'48'10"E
80.00'
L70
L71
= N58'16'57"W
= S31'40'22"W
100.00'
6.00'
L91 =
L92 =
N30'10'29"W
N30'10'29"W
134.99'
151.77'
L8
= S19*08'1YIN
108.03'
L29
= S00'39'37"E
85,87'
L49 =
S63'17'26"W
33.00'
L72
= N58'25'52"W
100.37'
L93 =
S64'15'53"W
93.66'
L9
= S19'08'03"W
108.02'
L30
= S00'38'44"E
96.92'
L50 =
S63'18'31"W
90.00'
L73
= N58'29'52"W
100.05'
L94 =
N52'38'38"W
131.34'
L10
= S19'02'49"W
108.00'
L31
= S00'35'48"E
95.05'
L51 =
S63'19'08"W
85.10'
L74
= N41'56'59"W
27.36'
L95 =
S01'40'52"E
133.97'
L11
= S19'05'24"W
108.17'
L32
= S00'37'56"E
106.65'
L52 =
S63'12'17"W
46.90'
L75
= N57'57'55"W
73.42'
L96 =
N39'10'44"E
155.68'
L12
= S70'52'45"E
138.58'
L33
= S00'37'56"E
108.71'
L53 =
S66'54'44"W
35.04'
L76
= S31'57'34"W
7.66'
L97 =
N49'16'07"W
19.62'
L13
= N19'11'04"E
23.65'
L34
= S79'48'16"E
22.25'
L54 =
S78'17'44"W
139.22'
L77
= N58'17'00"W
99.89'
L98 =
N49'16'07"W
32.00'
L14
= S70'52'44"E
60.02'
L35
= S79'50'26"E
122.76'
L55 =
N09'40'59"W
12.50'
L78
= S31'46'03"W
150.46'
L99 =
S42'24'41 "E
52.09'
L15
L16
= S71'02'24"E
= S70'50'21"E
159.91'
15.56'
L36
= S79'45'32"E
102.42'
L57 =
N09'40'59"W
25.00'
L79
= S22'04'40"W
60.90'
L100
= N56'32'21 "E
8.24'
L17
= S00'46'00"E
7.08'
L37
L38
= S79'49'02"E
= S79'45'18"E
128.77'
61.16'
L59 =
L60 =
S80'19'01"IN
S09'40'59"E
19.94'
30.00'
L80
L81
= N31'24'28"E
= S00'40'23"E
68.98'
30.19'
L101
= N19'08'04"E
6.53'
L18
= S00'35'41"E
"E
52.55'
L39
= S79'49'48"E
115.28'
L61 =
S80'19'00"W
149.92'
L82
= S00'40'23"E
50.88'
L102
L103
= S19'08'13"W
= S19'08'25"W
4.96'
4.96'
L19
L20
= S00'35'41
= S00'36'31 "E
28.17'
80.72'
L40 =
L41
S79'48'34"E
= S79'47'58"E
81.06'
90.26'
L62 =
L63 =
S09'38'37"E
S09'40'51 "E
90.02'
89.99'
L83
= N49'16'07"W
9.70'
L104
= S70'52'45"E
5.61'
L21
= S00'40'44"E
80.92'
L42
= S85'19'15"E
56.85'
L64 =
S09'34'39"E
90.07'
L84
L85
= N49' 16'07"W
= N30'10'29"IN
97.83'
28.23'
KINGSBRIDGE //, SECTION
6
C
TABLE
LOT AREA
C1
= S41'20'23"E
29.18', RAD=255.0', ARC=29.20'
LOT 1
44,016
SF
1.01 <
C2
= S23'52'17"E
125.00', RAD=255.0', ARC=126.29'
LOT 2
15,317
SF
0.35 c
C3
= N10'22'57"W
5.00', RAD=205.0', ARC=5.0'
LOT 3
11,489
IF
0.26 c
C4
= N25'31 ' 15"W
102.24', RAD=205.0', ARC=103.33'
LOT 4
16,435
SF
0.38 c
C7
= N86'11'10"W
28.88', RAD=20.0', ARC=32.27'
LOT 5
15,376
SF
0.35 c
C8
= S53'42'25"W
54.36', RAD=255.0', ARC=54.46'
LOT 6
9,954
SF
0.23 <
C9
= S35'43'50"W
20.41'. RAD=25.0', ARC=21.03'
LOT 7
14,801
SF
0.34 c
C10
= S73'00'41"W
87.78', RAD=50.0', ARC=107.12'
LOT 8
14,188
SF
0.33 c
C11
= N15'57'43"W
49.47', RAD=50.0', ARC=51.75'
LOT 9
17,296
SF
0.40 c
C12
= N40'34'51 "E
45.23', RAD=50.0', ARC=46.93'
LOT 10
15,448
SF
0.35 c
C13
= N87'44'37"E
34.65', RAD=50.0', ARC=35.38'
LOT 11
13,876
SF
0.32 a
C14
= N83'55'13"E
20.41', RAD=25.0', ARC=21.03'
LOT 12
11,136
SF
0.26 c
C15
= N53'42'25"E
43.70', RAD=205.0', ARC=43.78'
LOT 13
8300 SF
0.19 c
C16
= N00'50'24"W
18.23', RAD=12.185', ARC=20.60'
LOT 14
8:608 SF
0.20 c
C17
= N73'21'48"W
20.41', RAD=25.0', ARC=21.03'
LOT 15
8,915 SF
0.20 c
C18
= N61'35'48"W
58,58', RAD=50.0', ARC=62.59'
LOT 16
11,736
SF
0.27 a
C19
= N05'48'38"E
52.32', RAD=50.0', ARC=55.06'
LOT 17
10,377
SF
0.24 a
C20
= N62'50' 15"E
43.02', RAD=50.0', ARC=44.47'
LOT 18
21,981
SF
0.50 a
C21
= S71' 15'04"E
34.91', RAD=50.0', ARC=35.66'
LOT 19
52,568
SF
1.21 a
C22
= S25'57'00"E
42.06', RAD=50.0', ARC=43.41'
J2
47,352
SF
(1.09 c
C23
= S25'10'26"E
20.41', RAD=25.0', ARC=21.03'
LOT 20
19,095
SF
0.44 a
C24
= S46'56'46"E
20.68', RAD=255.0', ARC=20.69'
LOT 21
30,754
SF
0.71 a
C5
= N29'28'34"W
155.76', RAD=230.0', ARC=158.91'
LOT 22
54,367
SF
1.25 a
C6
= S53'42'25„W
49.03', RAD=230.0', ARC=49.12'
LOT 23
28,922
SF
0.66 a
LOT 24 17,966 SF (0.41 a
SEEDING SCHEDULE FCC <INSBRIDGE II
SOIL AMENDMENTS/FERTILIZER
DATE
TYPE
APPLICATION RATE
LIME
3,000 LBS/ACRE
ALL
SEASONS
FERTILIZER (10-10-10)
800 LBS/ACRE
MULCH
1.5 TONS/ACRE
PERMANENT SEEDING
DATE
TYPE
APPLICATION RATE
ALL SEASONS TALL FESCUE
100 LBS/ACRE
COMMON BERMUDA
APR. 1 -
SEPT. 1 UNHULLED
50 LBS/ACRE
SEPT. 1 -
APR. 1 HULLED
75 LBS/ACRE
SEPT. 1 -
APR. 1 ONLY RYE GRAIN
50 LBS/ACRE
APR. 1 -
SEPT. 1 ONLY GERMAN MILLET
50 LBS/ACRE
TEMPORARY SEEDING
DATE
TYPE
APPLICATION RATE
DEC. 1 -
APR. 15 KOBE LESPEDEZA
50 LBS/ACRE
RYE GRAIN
100 LBS/ACRE
APR. 15
- AUG. 15 GERMAN MILLET
40 LBS/ACRE
AUG. 15
- DEC. 15 RYE GRAIN
100 LBS/ACRE
APR Z c
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PROJECT# SHEET
E-14-27
DATE
2-25-15
SCALE C=2
SHOWN
DRAWN BY
N KS 2 of 4

DAYLIGHT
OUTLET *� • /
6 •/ •/ :� g
� / ) 0 0 50' VEGETATIVE
/ FILTER STRIP
SKIMMER BASIN #1 /
35' X 70' AT TOP
23' X58' AT BOTTOM �/ / -- RELEASE TO EXISTING
2:1 SIDE SLOPE �� ;: GROUND AT 19.0'
DEPTH = 3'-0" �� EFFECTIVE
DRAINAGE AREA #1 INFILTRATION #1 CD
a, OUTLET
SWALE #1
TEMP. DIVERSION
SWALE TO BASIN
9'W X 1.5'D X 301
O
AREA #1 ENLARGED.
SCALE: 1" = 30'
I<l
Jl 12
EFFECTIVE
INFILTRATION #2
OUTLET
y\ SWALE #2 50'
� y /
/ T-
rLET
.E #5 1 1
1 �
�1
SKIMMER BASIN #5 1 ;'
35' X 70' AT TOP 1
23' X58' AT BOTTOM
2:1 SIDE SLOPE 1 1
DEPTH = 3'-0" /
DRAINAGE AREA #5 i:• " 1
EFFECTIVE
1 1 INFILTRATION #5 /
DAYLIGHT
OUTLET "
RELEASE TO EXISTING /
1 1 GROUND AT 6.5'
1 UPI 50' VEGETATIVE
11� FILTER STRIP
50' 1 0 l
1 1
/ 1
11 1
AREA #5 ENLARGED
SCALE: 1" = 30'
/
/
/
/
/
50' VEGETATIVE
%
FILTER STRIP
RELEASE TO EXISTING
GROUND AT 24.0'
CD
t
•
TEMP. DIVERSION • •
SWALE TO BASIN 22
• 9'W X 1.5'D X 45'L
SKIMMER BASIN #2
35' X 70' AT TOP DAYLIGHT /
23' X58' AT BOTTOM
OUTLET
2:1 SIDE SLOPE \
DEPTH = 3'-0" ` \
DRAINAGE AREA #2 CiD
AREA #2 ENLARGED
SCALE: 1" = 30'
AREA #4 ENLARGED
SCALE: 1 " = 30'
GROUNDCOVER STABILIZATION TIMUMMES
SITE AREA DESCRIPTION STABILIZATION
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS
HIGH QUALITY WATER ZONES 7 DAYS
SLOPES STEEPER THAN 3:1 7 DAYS
SLOPES 3:1 OR FLATTER 14 DAYS
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS
TIMEFRAME EXCEPTIONS
OUTLET
SWALE #3---
.. O
SKIMMER BASIN #3 �\
35' X 70' AT TOP
23' X58' AT BOTTOM
2:1 SIDE SLOPE
Fril
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND
ARE NOT STEEPER THAN 2:1 14 DAYS ARE ALLOWED
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
\
\
\
\
\
\
\
\
-7 \
DEPTH = 3'-0" DISTURBED AREA FOR
DRAINAGE AREA #3 / LOT 28 COVERED
\ / UNDER ONSLO-2013-074
22 /
/
DAYLIGHT
OUTLET
I �
EFFECTIVE )
` INFILTRATION #3 /
RELEASE TO EXISTING
J 50' ��. ,`, ,� GROUND AT 21.0'
�
/ Q - VE FILTER STRIP22
/R
EXIST. DITCH
AREA #3 ENLARGED
SCALE: 1 " = 30'
SPECIAL NOTE:
NO MORE THAN A COMBINED TOTAL OF 5 ACRES OF LAND SHALL BE
DISTURBED AT ANY GIVEN TIME FOR KINGSBRIDGE Ii, SECTIONS 5 & 6. THIS
INCLUDES STREETS, STREET ROW, SEPTIC LOTS AND INDIVIDUAL HOUSE LOTS.
GENERAL NOTES:
1. CIVIL/SITE PLANS PREPARED BY NICHOLAS K. SHEPARD, PE WITH STILLWATER ENGINEERING, INC.
2. LAYOUT INFORMATION OBTAINED FROM SURVEY BY DAVID T. WESTON LAND SURVEYING.
3. THIS LAYOUT PLAN IS PRELIMINARY AND NOT INTENDED FOR RECORDATION, CONVEYANCE OR SALES. THIS IS NOT A
SURVEY OF ANY KIND.
4. CONTROL POINT ELEVATIONS MAY VARY DUE TO ELEVATION OF NATURAL GRADE AND TYPE OF CONSTRUCTION.
5. NO SLOPES SHALL BE GRADED STEEPER THAN 3H:1V.
CONSTRUCTION SEQUENCE FOR KINGSBRIDGE II SECTIONS 5&6:
1. NOTIFY ENGINEER, PRIOR TO COMMENCING ANY WORK.
2. UTILIZE EXISTING DIRT ROADS TO ACCESS WORK AREA. DO NOT PERFORM LAND -DISTURBING ACTIVITIES OR
STOCKPILE/STORE ANY MATERIALS OUTSIDE OF DESIGNATED CONSTRUCTION LIMITS.
3. PERFORM MINIMAL CLEARING & GRUBBING OPERATIONS IN ORDER TO GAIN ACCESS TO AREAS WHERE EROSION CONTROL
DEVICES ARE TO BE CONSTRUCTED. THE SITE IS NOT HEAVILY WOODED AND EROSION CONTROL DEVICES CAN BE
CONSTRUCTED IN MANY AREAS WITH LITTLE DISTURBANCE. CONSTRUCT SKIMMER BASINS #1 THRU #5.
4. CONSTRUCT ALL SILT FENCE AT LOCATIONS SHOWN ON PLANS. SILT FENCE SHALL BE PLACED ALONG THE CONSTRUCTION
LIMITS LINE. IT IS SHOWN JUST INSIDE THE CONSTRUCTION LIMITS LINE FOR CLARITY. CONSTRUCT OUTLET SWALES WITH
EFFECTIVE INFILTRATION #1 THRU #5. AT AT SKIMMER BASINS #1 AND #2, CONSTRUCT DIVERSION SWALES AS SHOWN.
5. PERFORM ALL CLEARING AND GRUBBING OPERATIONS WITHIN CONSTRUCTION LIMITS. IT IS ANTICIPATED THAT A TOTAL OF
APPROXIMATELY 29.2 ACRES OF LAND WILL BE DISTURBED FOR THIS PROJECT. THIS INCLUDES 20.5 ACRES IN SECTION 5
AND 8.7 ACRES IN SECTION 6.
6. STRIP TOPSOIL AND PLACE AND/OR DISTRIBUTE ONSITE.
7. PERFORM TEMPORARY SEEDING IN ACCORDANCE WITH SEEDING SCHEDULE.
8. CONTRACTOR SHALL PERIODICALLY REMOVE SEDIMENT FROM SKIMMER BASINS. CONTRACTOR SHALL INSPECT ALL EROSION
CONTROL DEVICES PERIODICALLY AND AFTER EVERY SIGNIFICANT RAIN EVENT AND SHALL PERFORM NECESSARY MAINTENANCE
AND/OR REPAIR.
9. GRADE ROAD, OFF -SITE SEPTIC AND HOME SITES. THIS INCLUDES IMPORT OF SELECT FILL THAT MEETS NCDOT
REQUIREMENTS FOR ROAD BASE MATERIAL. DETERMINE THE SUITABILITY OF EXCAVATED MATERIAL FOR USE AS STRUCTURAL
FILL AND BACKFILL. SOIL SHALL BE COMPACTED TO A MIN. 95% STANDARD PROCTOR MAXIMUM DRY DENSITY PRIOR TO
INSTALLATION OF ABC STONE BASE. DEGREE OF COMPACTION AND SUITABILITY OF ONSITE BACKFILL MATERIAL SHALL BE
VERIFIED BY GEOTECHNICAL ENGINEER.
10. PLACE COMPACTED ABC STONE FOR STREETS.
11. INSTALL UNDERGROUND UTILITIES AS REQUIRED.
12. FINE GRADE FINISHED AREAS AROUND NEW HOMES SO THAT THEY ARE SMOOTH AND MEET THE SPECIFIED ELEVATIONS
AND CONTOURS. FINAL GRADES SHALL FOLLOW THE NATURAL COURSE OF THE SURROUNDING GRADE TO THE EXTENT
POSSIBLE.
13. PERFORM PERMANENT SEEDING IN ACCORDANCE WITH SEEDING SCHEDULE.
14. GROUND COVER FOR ALL AREAS SHALL BE ESTABLISHED IN ACCORDANCE WITH TABLE SHOWN ON THIS DRAWING.
15. CONSTRUCTION CAN BE PHASED PROVIDED THAT THE SKIMMER BASINS AND OTHER EROSION CONTROL DEVICES ARE
INSTALLED FOR THE DRAINAGE AREA BEING DISTURBED. FOR EXAMPLE SECTION 6 CAN BE CONSTRUCTED PROVIDED SKIMMER
BASINS #1 AND #2, THE CORRESPONDING SWALES, SILT FENCE, DIVERSION SWALES, ETC. ARE INSTALLED" SINCE THE
RESIDENTIAL LOTS UTILIZE SHEET FLOW, THEY CAN BE CLEARED ON AN INDIVIDUAL BASIS PROVIDED THE SILT FENCE ON THE
PARTICULAR LOT BEING CLEARED IS INSTALLED.
E
EROSION CONTROL STORMWATER NOTES: APB 2 0 2'5
1. CONSTRUCTION ACTIVITIES SHALL NOT EXTEND BEYOND THE CLEARING LIMITS
LINE SHOWN ON THE PLANS.
2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES AND SHALL AMEND MEASURES AS
REQUIRED TO PREVENT ACCELERATED EROSION FROM TAKING PLACE ON THIS SITE.
3. ONCE ALL AREAS HAVE BEEN STABILIZED AND WITH ENGINEER'S APPROVAL, CONTRACTOR IS TO REMOVE TEMPORARY
EROSION CONTROL MEASURES, REGRADE, RESEED & REMULCH TO STABILIZE THESE AREAS.
4. FOR ADDITIONAL REQUIREMENTS, REFERENCE DETAIL SHEETS.
5. EXCESS SOIL, TOPSOIL, CLEARING DEBRIS, ETC. GENERATED BY GRADING OPERATIONS SHALL BE DISPOSED OF IN A
PERMITTED LANDFILL. ANY FILL IMPORTED TO THE SITE SHALL BE FROM A PERMITTED MINE.
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DATE
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SKIMMER BASINS #1 THRU #5
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SCALE: NTS
1. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE
ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT
SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SAND
BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.
2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY
MUST BE REMOVED IMMEDIATELY.
3. USE 2-3 INCH AGGREGATE.
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DATE
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SCALE C=4
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