20231195 Ver 1_Design/Maps/Site Plans Revised_20231116

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� \ � DITCH 74 (TO BE LINED WITH NAG C350)
\ PROPOSED SWALE SHALL _
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POSITIVE DRAINAGE FROM EXISTING
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ITCH 7.2 (T E
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2 i \ �� 3 EASEMEN \ 29.`13' 25 \ �1 _\ �\ \ \\ \\ \ / / / / / / a U. � z � Z z
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\ 1 RCP / / 22.62' / / (P. B. 0066, PG. 0068) (PIN 214001067610) 23 / / I /
\ *PAD SWL 22.50' @ 2% 19.75' I I (Zoning CO-R-7500) - \
PAD �, INV OU = 1 6 21 /- �/ 23 15' DRAINAGd ` _20 \ \ \
�21.75' �`' \ - - 0 �/ // 25 SWL N EASITMENT
7 \ \ , 25 SWL
21.42' PAD
SWL NCDOT END SECTION, TYP. �/ / 1` 21.1 25.03'
j 18.05' SEE DETAIL ON SHEET C8.0.
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r PAD 16.86'- sw�' / 10� `LO 2 5'X12� �` �P.�� �`EIP� SWL \
PAD - 1 12 22.00' \ / 46. 2'
22.5� 19 1� CLASS �n `� �_ _%I\N 2 20.15' I I \
VELOC - _/ / ■ \ \/ I\I I I`` \ y// /j / //rL�/ / /1$ 0 \ �118
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DRAWN BY
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DESIGNED BY
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V IN = 15.78 �� 133 \ 0,\ / I I I P I� I 1 / / l • J. WALL
SWL 132 � , / I I / 1 / / / _ - -
g N INV OUT = 15.61 �j N \ 0`1' _ _ - I I - NOTE: CONTRACTOR SHALL PROVIDE
SWL ` 0 15 85 j 18'x9'x18" �, /0`5 I / / l / I I I I �' " POSITIVE DRAINAGE INTO AND OUT OF • SCALE
1 7 5 - 6'x5'x12" I17.14' I CLASS B \ \ / / I I , / / / I I ' ALL PROPOSED END SECTIONS. • 1 "=40'
2 ti 21 SWL CLASS A , VELOCITY-
17.10' VELOCITY 129 DISSIPATOR
/ \ l DISSIPATO
SWL �` \ \ i / / / / •
128 PAD 15.72'
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2 �, - - \ 17.24' rn S4 �' / \Y \Y \\� / / \Y I \-_--- - ° ''` / ^� _ 0 / / 1/ zo N DITCH6.4 N� \ / / / / // fI ���� ___------ °\-� ----/ / /0 // / i--i U
0 _ _N DITCH 6.2 0 125 PAD I / / - - _ _ ° / 0 0 / , /� J z
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19.56' 17.58' N 1 / ; ' \ �/J/ \Y \ \ \\ - - - _ _ o\ - - l / / i 0 0 0 o d / / 1
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0 20 DRAINAGE \ N o 124 PAD SWL / / / / /' \ - \ 0 0 o a ° 0 0 I 0 I \00 0 I / /
/ EASEMENT 22.41' 14.40' / \ - - 0
� 1 15' DRAINAGE I _ �\ IDS. --- / � � / / \ \\ � � �\ 00 0 0 0 0 \\ 0 ° \ o � ' o o I \ >�° / / // / , / /
37 PAD N S EASEMENT �/ / / \ T / /\ / \ - - - \ \ ° o o 0 0 ° o `�' \ I \0 / 0 0 _ ' 1 /' / / /, 1 /� / W
■ 22.41' ---- _ / \/ ( ► \ o o \ ° 1 0 - / / / / / / �6
PAD / 1 / / / / I .� 1 \ 0 1 1 \ \ �o 0 0 0 0 0 0 0/
21.40' 20' DRAINAGE rn - �� I I \ \
M • EASEMENT �" 1 `� Y1' �1/ - `�� - - - _/4 / / 1 \ / 1 I �° / /
rn � 44 x9 x26 \ '� I \ / , \ o I \ \ \
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j SWL rn I SWL CLASS 1 \ \ ` I \ ^ I 1 d o\ I /
v . 20.42' PAD / \ ' \ / 1 ° \ ° I I �\ \ \ _ / ' ' / /V_
SWL I 123 '22 63' VELOCITY RIPRAP DISSIPATOR PAD TO CONNECT TO / I / ' \ \ \ I \, \ \ ° \`\
18.55' DISSIPATOR \ /
m WETLAND EDGE (DO NOT OVERLAP INTO WETLAND). / / \ \, I o o
C - \ �' r' s / I �� TOP OF DISSIPATOR PAD TO MATCH DOWN -SLOPE / / \ / \ a 0
38 PAD o„ / I \ / / / ^ \ o o ` o ` ° o
C-D� PAD . / / / WETLAND ELEVATION TO ALLOW FOR POSITIVE / / / \ \ 0 0 \ o \ o °
0 21.14' 22.56' C14rn / / , DRAINAGE / / \ \ o 0 0 00\ \ ` a \ \ I\ I
SWL• I R1�1 // / // / 1200' �i^ r\\ // \\ \\0 ° 0/0\ \ \ °°\
of 19. LC14' - I 0 1 `�^ / // // / // \ / / \\ MATCHLINE C4.3 \\ / / ` G \ o // Q\ oo `-
■L N Imo■'■ �/�/■1, ■,�■ /■■\ ■■■■■■\■■IL _,■■ ■■■■■ ■�■�i��■■ ■ML■19\0M r, '�■�"■� JOB NO.
M / o I SIC / O D , MATCHLINE C4.4 \ ` , \ 0 0 0 0 0 \ / \0 0 0 / 1 1 -
N o NO) 21.98' , / � , 1 \ °°° ° °°°° o ► I I 59364
L N; / nl u N / / / I \ \ ° ° \ \ \ o 0 0 \ / /
i 39 PAD rn "9 / I / \ \ 0 0 0 0 0 0 1 / o 1 1 I / /
21.54' �7 \� / 1 , / o o\ 0 0 0 \ I \ / 10 / / / ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
i II / I \ \ / / / I SHEET NO.
5' 00 \ / o ° \ 0 *, / o / / I / BRUNSWICK COUNTY, NCDEQ AND NCDOT
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54 4 / ' i / I I IN ° 0 \ /\�. o o �0 0 \ \ / \� / 0/ / / / I I / // STANDARDS, SPECIFICATIONS, AND DETAILS C4.3
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