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m See Sheet 1-B For Conventional P/an Sheet Symbols STATE OF NORTH CAR O L I N A PERMIT DRAWING STATE STATE PROJECT REFERENCE No n a*
SHEET 1 OF 9 N•C1 U-5789 1 21
DIVISION OF HIGHWAYS STATE PRO&NO. P.A.PROENO. RRRCRIPIION
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\ Jacksonville City Limit 44361.2.1 WA ROW & UTIL
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o Prepared for the North Carolina Department HYDRAULICS ENGINEER
X GRAPHIC SCALES DESIGN DATA PROJECT LENGTH of Transportation in the Office of:
HOME OFFICE
�� 3122 SHIPYARD BOULEVARD,SUIIEE
00 ADT 2019 = 41500 WILMNGTON,NC 28403
Oir 50 25 0 50 100 DAVENPORT 9102518912 ivni°•reipa°na°°`°" 1lORT
CO ADT 2040 = 52000 NCBELSFIRMUCENSENO.C.2522 of 9,,
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p 2012 STANDARD SPECIFICATIONS •D
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DANIEL R. GUMBOS PE S
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PROFILE (HORIZONTAL) 1% 1% LETTING DATE: PROJECT DESIGN ENGINEER R9 ��
/� UST + DUAL SEPTEMBER 5,2019 T Op iRAMS�O
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0 0 10 5 0 10 20 FUNC CLASS
�7w ( 1 I i w_ MINOR URBAN ARTERIAL`/ NCDOT CONTACT: ERIC MURRAY
> PROFILE (VERTICAL) REGIONAL TIER DIVISION 3 CONTACT P.E.
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(No„o Scale) INmm Scale) (WESTERN PARK Y,LLC -L_RT- Sto.18+90.82= +- I �' I I I MB 63 PG 97
Shoulder Shoulder N
She , Point I 4/y O n I_ 11 '
m M� 66 P 2 -Y Sta. '� M gip' DB 3713 PG 317
3 ,%� 3.`�e< s o, NDRI IS BK/MASONARY I d _ 1 II: �S I I'
FO No,oml \a Fill -' 1 A I FI
Ground 3./a v •, sap, I�, �, ( Bus >, I I' A. A •I \ �IJ �� -
o D C I II
Ll I I -- 7_ Its ,`, I I fi H I1I
0- FROM STA.13+18 TO STA.17+00-L-MED Min.D=1 H. 4; I J U \ w 11 w I I ''t l� i_ -7
co FROM STA.20+50 TO STA.24+93.50-L-MED 1 I r m 33 I I I \
FROM STA.11+20 TO STA.13+00-Y-RT 4' 1 `x ''4I rj, I
Ino I
y
=o DETAIL 2
p1 \I1a , LEGEND:
1 a SPECIAL LATERAL BASE DITCH DETAIL 6 DETAIL 8 Q I �, II \ i"
PIPE OUTLET CHANNEL J
1-7 (Nor to Soak) TOE PROTECTION /f' I 1101 :l STREAM OR BODY OF WATER (WET)
Do I Nan.Scale) (Not Seale) \J SPECIAL LATERAL'V'DITCH
zz Natural oR HIL mow, ,a�i-- '�J SEE DETAILS �" ---�� -a 13+70.Q� _ (PJD ON FILE 1/3/17)
z an Fill a � -
G,ound d ..7 D F\p�e, Slope NATURAL i\ SLOPE >a� ._ d HLINE SEE SHEET 7 Y- STA. f ; WETLAND FILE
(WET)
O GROUND d �,e MATCH
LINE Ge.,e de GEDTFxnLE ` r,5/ � * * DENOTES MECHANIZED CLEARING
1� T S DENOTES TEMPORARY IMPACTS
Min.D=2 Ft. d= 1.0 Ft. CHANNEL BED
ono Max.d=2.5 Ft. Length=25 Ft. Iv.d.me7 IN SURFACE WATER r//
N�� Max d=2 Ft. rS��S� DENOTES IMPACTS IN F F DENOTES FILL IN WETLAND
�mZ Type of Liner= Class'I'Rip-Rap B=5 Ft. Type of Liner= CI. Rip-Rap EST.60 TONS Est.=30 Tons of Class'I'Rip-Rap
0i> FROM STA.14+00 TO STA.14+25-L-RT FROM STA.14+25 TO STA.15+48-L-RT SURFACE WATER y//
ror�o STA.24+39-Y1-RT E E/ DENOTES EXCAVATION IN WETLAND

C0 0 5 10 PROJ.REFERENCE NO. SHEET NO.
co N '� U-5789 8
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
PERMIT DRAWING
SHEET 8 OF 9
E
} SITE 1 FILL IN WETLANDS
50 ]` 50
X Q,
`° MATCH o WETLANDS LIMITS OF MECHANIZED CLEARING
_—_ EXIST. EXIST o0
40
---------------------- __ EXLSTi M 40
40.33 3:i
i
30
24 +5.0.00 �}� -� 30
79 TEMPORARY CHANNEL IMPACTS
PERMANENT CHANNEL IMPACTS
E
C
0
w
41
N
Et
B
Q
B
N
i'9
O
150
SITE 3 50
to o
LIMITS OF MECHANIZED CLEARING MATCH
40 WETLANDS _ EXIST... EXIST, EXIST. 03
cr.: 40
Y 39.64 3I —_ __ WETLANDSjimd
• 30 TEMPORAR' CHANNEL IMPACTS 24_+_00,00 30
0
Y
U
4
7
U
0]
O
O
3
50 SITE 2 FILL IN WETLANDS 50
z co
`° MATCH 6 E WETLANDS
1 40 - ________-__ EXIST. EXIST, EXIST. 40
41.21 -- ?•I
U
6,N 30 22 +50.00 _-- 30
ai,, —/ l
N� 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

co PROJ.REFERENCE NO. SHEET NO.
co N U-5789 9
PERMIT DRAWING
SHEET 9 OF 9
WETLAND AND SURFACE WATER IMPACTS SUM MARY
WETLAND IMPACTS SURFACE WATER (SW) IMPACTS
Existf ExiAing
E
Tern porary Hand C han n Channel
Permanent Impact h Excavation n Mechanized Clearing ii Permanent Temporary Imparts Impacts Natural
E Fill in Wetlands Wetlands Clearing in Wetlands SW Impact, SW impacts Permanent i Temporary Stream
Ste No. Station(Frornfro) StructureS¢1Type Wetlands(m) (ac) (ar) Wetlands(ar) (ac) (at) (ac) (ft) (ft) Design(ft)
w 1 (Y1) 24+07to 24+70 Roadway Fill 0.018 0.018 _
1 (Y1) 24+02 to 24+72 Rprap/Fill Slop eClearing 0.012
o 1 (Y1) 24+31 to 24+40 Channel Creation 0.001
1 (Y1) 24+34to 24+39 60" RCP 0.005 5:
O i
2 (Y1)22+47 to 22+77 Roa:lway Fi11 0.011 0.011
N 2 (Y1) 22+48to22+78 HiSiopeClear-nE 0.003
3 (Y1) 24+17to 24+19 Retaining Fiil :.::.1 0.001
3 (Y1) 24+12 to 24+17 Retaining Wall Cfearng 0.002
3 (Y1) 23+97to 24+12 Drainage Easement 13
E
0
w
0
09
0
0
U TOTALS* :..:3:', 4.04E 5�"
a
a Rounded totals are sum of actual imparts
Bank staf3lizaton a`count;for 24feet
0
Y
U
NOTES:
Co
Permanent Fit n Wetlands: 1293 SF
3 Mechan¢edClearing in Wetlands 1924 5F
M
HandClearing in Wetlands 0 SF
0
0
0
U
Z
CD
b
ti3
� O
1
O^
O,�
W
�N�