20201505 Ver 1_Pages from LINED_B5728_Wetland_Permit (2)_20220127

o, PROJECT REFERENCE NO. SHEET NO.
D,
B-5728 1 2B-1
-DETOUR- We/zz�Oz/ DENOTES TEMPORARY DES SHEET NO.
IMPACTS IN SURFACE WATER ROADWAY DESIGN HYDRAULICSENGINEER ENGINEER
F DETAIL 304
DETAIL 302 DETAIL 303 TOE PROTECTION
(No 1°Sc°le)
l0 SPECIAL CUT DITCH SPECIAL CUT BASE DITCH
Nalco So,el I Not to Sc°IeID
Ditch wow S3 NN Natural \°cS\oPs
In �. slop, ro' Front NAD
Grwnd b 1't\\
U Ground 77 D T D Di
F\Ott°r d
Q.
Di
a 6= 2.0 H. Geotexrile
Georexdle B
Min.D= 0.5 H. Typa of Liner= Cleu B Rip-Rap
1 FROM STA.-LDET-1E+5o RT io STA.-LOFT-19+a7 RT W Mox.d= o.s Ft. DOCUMENT NOT CONSIDERED FINAL
F- Q FROM STA.-LDET-23+80 LT TO STA.-LDET-25+95 LT
W B= 2.0 Ft. FROM STA.-LDET-23+89 RT TO STA.-LDET-26+00 RT
type of Liner= Cl—B Rip-Rap UNLESS ALL SIGNATURES COMPLETED
S FROM STA.-LDET-18+75 LT TO STA.-LDET-19+20 LT(e = 2.0')
ALBERT C RNEY K1 oo rE s ausc�oQ.m
BETTY BEA�j SUTT 50 25 0 50 100 ,�„ n4LICt;�• NO.y IO
M moffaff&nichol
s�RC xLlcansecHO.:F-0105x ru
PERMIT DRAWING
A� M
� 1rT0 BET RB R E TTON N O SHEET 2 OF 8
VISTv D. JONES d
TROXLER 'STATE
I L E LOWS,Tt JOSEPH H.TI v DER HEIRS
ARBERMM I 3 $ /,
I / � I
I / �NNM4T _ /• X GLEN RAVEN VILLS INC I U NoWN 6' ca ,l m~I pW WOODS
I I • / ^' 7 TOE PROTECTION
ry1•� X 1 / SITE 1 m + � I SEE DETAIL 304
X I 1 1 I� I TEMP BANK SfABLIZATION, / Yn W EST 4a TONS CL B RIPRAP
_ 1J I BMI /8 IMPACTS IN a i,,l (. EST 107 sY GEOTEXTILE `
I } I ;URFACE WATERS .+ y'a ,,r•
SPECIA CUT BASE DITCH c)
SEE DETAIL 303
BARBARA LEE EST 9 T Ns CL B RIP I� I
HAIIILETT EST 5L6EOTEXTILE / o a —LDET— PRC Sta.27+26.40
X I /� 0;3 E
zo'oNO T L E OW$�BARBER \\ 18 1B vli ..�'r oo s E o E
x
gg F
SABR�A I11,BARBER O X � Pal G � x-
E E E TB 2GI E E `N F -max —
N 7
/ , SITE 1 m Top PIDe Elev=601.05
015• / - -L-25+II.50 95.23 LT x x�X�k
� — E�� G
EPEE RU\N —P 6 / TJ ` TS 0 Too PIDe ERV= 78.65 LT tC irg'52TE 48
H 5
c � „ �` 6.1 E E E
C JT �� ` C
E I TING R/yl \ � ) — 4 EX1G11NG R/ C
3
J Elev=5 c
ie
C �_a TEMPORAR �-- / .. .. ..
L
_ TC' SHEET PILING TS_ -T--
-- _______ ______,-___ ___ _ _---- -- ----- -- ----
REMOVE --- a -L-L- BRIDGE 112 - ---�— --o F r
26'BST C -STL es - 26'Bsr Nc B7
-- — ------ --- -------- ----- -
BL-6 in.PVC TOWn of^D ee ---_- _---—F --- —a— ! REMOVE _--- -- —
/ MrL -NC 7- �TTL r— v
X— —X X X X X X—X X�X (a ` rrrr�� / 1'RCP BL-5 12•q P
• O CHL ,�� 60'CHL + RIP AP r+�
/GF/ 4 , 48 R ��l 9 1 I II 2,J 12
E 15"RCP-III _ —T — E I 1 —, TROXLER LN E
TO OLD NC 87CONc- L-- /m e
-L-24• .39 42.33 RT ci\
/ J ISBLKBUS 2 TN 2 qG../ WOODS 1A WOODSO+
/ IE SPEC CUT DITCH I/ TDD 24,01.87 Ipe v 63 59103
C 78 RT W '.g0 /"R v, - / E 6
I I X— SEE DETAIL 302 I CAUSEWAY
NOT TO EXTEND 4�
MORE THAN 50%
m I I I ACROSS REEDY FORV edam \ : / I ——__________
TOE PR N
a ISE
I WOODS EST 44 TONSE L BARIPRAP / 1 p
I I B / / �e�\„ Ia EST 97 SY EOTEXTILE IL UAq R,BOOE ~\ 1 IGAR
���� K THRYN T.BOOE \
Ilk
mi I I LEE 44U�u22'I r2BER
m I I SABRINA M,BARBER //• / / \\\
30 It ,S �ti,
KAY T AVLER BOOE\ //
D �IUTA R.BOOE
+• 1 I
C
E
E
C
0
C
DETAIL 305 DETAIL 301
1 SPECIAL CUT BASE DITCH CUT DITCH
I—.Scolel (Not.Smle)
Fro,
DNch
O_ NaoVml A\°c D.h No:uml A'�of Slope
Slope Groun ?7 D F\ °<
0 � e�I�
L.-=..1 Min.D= .05 Ft.
Min.D= 1.0 F1.
10 B= 1.0 Ft.
m -LDET- FROM STA.-LDET-14+75 LT TO STA.-LDET-14+94.62 LT
FROM STA.-LDET-26+05 LT TO STA.-LDET-26+40 LT FROM STA.-LDET-14+94.62 LT TO STA.-LDET-16+00 LT
/Sla /8+32J3 P/Slo 25+7959 P/Sfo 28+26.12 FROM STA.-LDET-28+40 LT TO STA.-LDET-29+75.91 LT
_ 12'52'06.6"(RT) A = 12'59 485'(RT) A = 13'22'56.7 QTI
m = 4 24'265' D = 4'24'265' D = 6 44 264'
= 29/—W L = 294.89' L = 19653
= 146.6/' T = 148,08' T = 99.72'
_ 1,300A0 R = 1,300.00' R = 850.00'
m S - 40 mph DS = 40 mph
= 004 a = 0.04
=� 0 = 76.O(Y RO = 76.00 FOR -LDET- PROFILE SEE SHEET NO.2B-2
=o FOR -L- PLAN SEE SHEETS NO.4 AND NO 5

O' PROJECT REFERENCE NO. SHEET NO.
0
n DETAIL 401 B-5728 4
coTOE PROTECTION RAN SHEET NO.
I No,ro saalel
ROADWAY DESIGN HYDRAULICS
NaNrol r /�///
DENOTES IMPACTS IN ENGINEER ENGINEER
Grond p �`— SURFACE WATER
e 4� 2A k- ceaaeue 1•r Ap 2011
(� (j1 Type of Liner= Cla%a B Rip-Rap DENOTES TEMPORARY
DETAIL 501 NAB $3
FROM STA.-L-18+50 RT TO STA L-19+70 RT
4 cL FROM STA-L-23+50 RT TO STA.-L-26+00 RT IMPACTS IN SURFACE WATER
SPECIAL CUT DITCH WHINGE I 1 J�
(Na,o ScalelDOCUMENT NOT CONSIDERED FINAL
TERRY TORAN / 50 25 0 50 100 1 UNLESS ALL SIGNATURES COMPLETED
`I^ A' From TRACY Q TORAII i/
Ddch Oi p , ,.�
Pe
A.o' Min.D= 0.5 Ft. ALBERT GURNEY♦k ,",
r y�� BETTY BEAN SU ttON moffa tt&nlchol •"NC Lleanea lqx F-0105 r�
FROM STA.-L-14+00 LT TO STA.-L-14+45.11 LT
FROM STA.-L-14+50 RT TO STA.-Ir 9+67. RT I �,� PERMIT D RAW I N G
FROM STA.-L-25+75 RT TO STA.-L-29+67.69 RT
FROM STA-L-29+67.69 LT TO STA.-L-30+00 LT -- I BET B UTTON LOUIS S.
NEWTON AL R RNEY r: SHEET 4 OF 8
•s-
- MISTY D. JONEs
LEE LOW� RINA M.
do
\_---- —� 1 T L LER REAL ESTATE�BARBER / j} ya / � JOSEPN N.TRO%LER IfRS
O�STgy4
I 1 X g NA•
/// / 1 I �' I'` ' • X GLEN RAVEN MILLS INC I NOwry�' CP( 40'
R I • / / t J`I ter.
SITE 2
TEMP BANK STABILIZATION,
/ / L JAMBS W. M R PEGG Y��.,, / �. 8 IMPACTS IN
// • E N. MCI MANSFIELD I I + cP h I BMI / } alW
R° v�a SURFACE IN
/ o,N
G S EIP i SPIKE IN 16'QU 4 o
Ov t+
� � F c.:�RA LEE• � EIP � STA-Ir 18+69.15
'•WW Z �� I 115'LEFT /o
4• EIP X X 1::4LETT EIP 1 2
ELEV=615.33' R / 0,2
Q DECK L:1 YICAEL A. -- • TEMPORARY Q
HTR I EI B RRLY —� 1 SHEET PILING � -E, E
1 I EIP C W I EIP zo• rt�s� LEE LONS BARBER s E— E 7EM ORA Y
D 1 MCMIL o' EIP EIP SABRINA Y.BARBER O - X E \ E —r ESHEET PILINN
1 1
ROY W. MITCNELL o
SHIRLEY B. YITCHELL 1 I ANT NA .f- �c ^. _- E
1 1� Wi�� NTH E_CK,s �': _ �� E—Erg PUE •e r/
1 P ��
E C GUMS / F 6 11
E _ C C I 1
IP IF
50LWOODS C C as `i^ C — X -LOFT- R OVE F O
..3•W r Ezlsrwc Ria —�_ i 1 C � Vk REMOVE _ - __ ^OCONIC HW
GR .. .. .. � l• �� -� EIP � IP `�
tO�—T
--T--
26'BST
-
L Z9 O OLD NC 7 RETAIN �6 in.. 5 f�SeSip88/ -r MTL m, MTL
x
X_ R x x x /j
REMOVE ..C C C S� —'C- s 48 R -.REMOVE
�X—X— 5 W XXXX X m Q I
P F RE VE
; TOE ROTEGTION /
w0 OS X m \ m w C 1 5"CSP PERM BANK STABP ZAT SITE ACTS 2 CDETAIP 401
-- �\ WOODS / ISBLKBUS / ELBOWS
/ � w E I ION ES T S L B E RAP i v /
X— SJRFACE WATERS EST 0 SY GEOTEXTILE 7
N �M ry� PROPOSED CAUSEWAY aR /
- 1 �L- TA /4*We{/{/ 1 I I MNOT TO DEND
ORE THANG 0 AV
%
ACROSS REEDY FORK
m PROPOSED CAUSEWAY
C- I NOT TO EXTEND /
11 - \r I I WOODS TMB#T MORE THAN 50%
1F I I TOE PROTECTION SPIKE IN 28"P ACROSS REEDY FORK
SEE DETAIL 4N
_ _ J EST 26 TONS CL B RIPRAP STA-L-IGH
♦ ,f"-r"s' I I 149.60'RIGH
s ♦ EST 58 SY GEOTEXTILE ELEV=591.0 ,y
o, o o II 4, 15
81
1
O� I I LEE LOA M.
BARBER /
I I SABRINA Y.BARBER
r
o I I V SITE 2 J // 0� K RILLTROILER AM%R.BOOED\
N BEGIN TIP PROJECT B-5728 TEMP CAUSEWAY, %
♦ —L— PRC STA 14+45J1 SU a IMPACTS IN EST
E SURFACE WATERS I
C
O
L
C
W
(T!
t— 1
f
W
a
/
m
'o —L
P/SIo/4+2036 P1 Slo 14+69M
= A = LT lr l2r(RT) 0'15'2ir(LT)
N D = 0e 22'37J' D - 0e 3r 00.6•
L = 495r L = 49511'
T m 2475' T = 24.75'
m R = 15J92J2' R - 11e085.W
DS = 55 MPH
m e = NC
_m
FOR DETOUR SEE SHEET NO.2B-1
�o. FOR -L- PROFILE SEE SHEET NO.6