20200226 Ver 2_BR-0126 - Revised permit sheets 2-4_20201130

\ /� I DETAIL B DETAIL E DETAIL D -F� STV Engineers.Inc. PROJECT REFERENCE NO. SHEET NO.
j$1 STANDARD 'V'DITCH STREAM 0500 STABILIZATION
RIP RAP AT EMBANKMENT i 100 a�;adotte{lIT Ira.:
282fj2 Cuito
+I S BR-0126 2
`�" m Scnlc
\ti / Imo Nol i•smlel I Noy to scale) f Nei I EId�X*2 l RNJ SHEET NO.
J NC License Number F-0991
fern `o to'min.
G•ie of 7 ♦ e.ol *Iiri "` G°""r Dash ' ROADWAY DESIGN HYDRAULICS
d( 1 Nr n, tr t,.• d Grade 1p'm' BRIDGE •960667 ENGINEER ENGINEER
CHRISTOPHER LEE o `�,"`
VANNOY AND
I^ JOHN LUKE Geowalie GEOTEXTILE
`` I VANNOY.JR. Min.D-1.5 FL Length Ft. CHANNEL BED
• T of Liner= CL-8 Rip-Rap R Max.d=1.0 Ft. g (Va,io*
1I Type D-ap d= 4 Ft. Type of Liner-10 TONS,CL-I Rip-Rop
FROM STA.15+85 LT TO STA.16+08 LT Est.- 80 Tons of Closs II Rip-Rap Geotexnle= 27 sy
TREES FROM STA.16+08 LT TO STA.16+31 LT
' I / FROM STA.16+45 TO STA.16+49
• ( FROM STA.16+69 TO STA.16+84ii-11•1
• I ( 116 08 LT O AT R 6+31 LIT
• ! 16+55 LT TO 16+70
k \ 1 ? CL-I RIPRAP& GEOTEXTILE '� CO
• \ I\ 1 p (DETAIL D( Q DOCUMENT NOT CONSIDERED FINAL
l'i\ky�17 $� //' UNLESS ALL SIGNATURES COMPLETED
`• � �\ \ I r. WILLIAM CHRISFOPHER JESSE 1 Z X e3
REBECCA R. \"I I IQ Q 333
;r� WINEBARGER \ LATERAL T'DITCH i �f� //
\\/ 15+85 LT TO 16+08 LT O ti.T
\( \ ( 7 1 CL-B RIP-RAP&GEOTEXTILE k �' /
{ \ ` •
• \ / DDE(DETAIL B( / / /O /
TREES / \ \ \ MICHAEL BARNETTE MCBRIDE /�
\ � I��� SHERRY BECK AND MCBRIDEPERMANENT IMPACTS 'Y 1 I / /
...\ IN SURFACE WATER =51 SPECIAL LATERAL'V'OrtCH IO(t( ------
"-----,roc- /
V 1`a RETAIN \ •
L0000ion SeenNote) I ®__ / aa1 i SPECIAL LATERAL'V'DITCH 17+77 LT TO 21+90 LT
•
% " ./ ,\ 13+50 LT TO 15+85 LT CL-8 RIP-RAP& GEOTEXTILE a-e RIP-RAP&GEOTEXTILE X / I(/
\'y \ 9 �S IAIEKAL'Y'DITCH
\Him \ . \ (DETAIL
RIP)RAP& GEOTEXTILE •Cl-B RIP-RAP&.GEOTEXTILE (DETAIL A) / Y 1.----%
\9--_;,S \ (DETAIL AI •
- 0�I�/
� I A DDE 1DE1A1L DJ 15",/2 �i i•"
\ \ ..\ 1‘11\ E \ ELBOWS E....1*---
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OW
D
iti
R °d s `4r' '\ �' '• - � -3 i�i`� !a y `fie _ —x—X�X X Q ��1 C3 Q
—�" SHAWN P.CARROLL
k ,. £ horing
►'•�•;— n� "it"t l *Ole it Location
l ►�•�•�1 �'� ( ��.o�d>�� (See Note)
• ••••♦•O D E S I=��� * �.�� CL-II RIP-RAP
de
Revised Nov 2020 �1 EXCAVATION
STREAMBANK STABILIZATION
REBECCA R.WINEBARGER / CL II RIP-RAP(DETAIL E) 1�I ( LEGEND
50' Ct' 50' CL-II RIP-RAP -"
to TEMPORARY IMPACTS RICKY C.CARROLL MA
DENOTES TEMPORARY
1-1 IN SURFACE WATER =S1 AND WIFE \ �iA IMPACTS IN SURFACE WATER
GRAPHIC. SCALE EXCAVATION lirN \1I LISA B.CARROLL
Permit Drawing SITE 1 STREAMBANK STABILIZATION �`` DENOTES PERMANENT
Sheet 2 of 5 CL-1I RIP-RAP(DETAIL E) l ( I�� IMPACTS IN SURFACE WATER
■ i
I
ERLIN 16+62 -L-
•70'(2, ••ED S ': 40'(2."CORED S ®®
!:...
•�U •
—_ME • : 'EW 90 •EGRESS • ,� ■®
ELEV = 11.5.0' .11
iiiiimimil
cF) MI
, ILI
III
v EXIST G G I ND ��� P/=/I �LI_1.�.7.iir�11R. _ ��� � MI
EST 5. TONS •'
�■M INS K_„ J�— CL II R P RAP „■■� :I - -/JSJ92 EAISfING GROON��III
,
cLI PROP.SED E I AVATI�. REMOVE EXIST 3�
r� i J X EST 30 CY : . DS �B MPH ®® -., ®
PROPOSE, GR'•
l
®®, ®�®' _
S • ®�®� L� I 100-YEAR W.S..EV -11188.1 ®® .. —� ®®®®®
A
— •
Tz r-�a$z�- 7 Li m==�= —— c+ BR O HYDPAUUc '
.el ilii �:1 OPOSED EXC••NATION CY _
ELEV.1185 •
sn cti_ ______ DESGN a ATION II;
T, a BASEHARG. ♦r
bE,N'V'
��_■ I J3+50 � ;"1 1111
11I111. C7 1 EL TM III—®.111
11
BASGrlT�It
W
p a, I IllONE' OPPNG Dl'•CHARCE- l►.11111112M ONE' OP NG_LEv., .. NCY >•►.
m®■_■■■® EST.115
E CL II RIP RA' TYP.
inI ■I TREAM.ANK°S ABILIZA IONi' EMU IIIIII. = •0 ONS
® • •
WDAT OF
S:E.ONL(03-2II RI �-2019 =:.11 WS. LEVA I • '►
IIirL.JLLi"a
•
.___I EST}i:5 TON
LLi _.._._ ..._—.._ ...____._ I_ _ CL II'IP RAP QYP.1._ IS'
- -
NOTE D.SIGN SP: D 'OR VERT ' !URV'S l• I. ■ iii iiMIIIIIIM Ti
..
1
s
�a PER S R 'GION�ILL T! R DESIG GUIoELI
54
^'_� 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
C',,3

7/17/ / � . ' gfir, STV EriglTlCf1 S,IITC. PROJE REFRECNO. SHEENO\ \ I III ' j / STANDARD 'V'DITCH srREAM saNK sWIO RIP RAP AT EMBKMENT / 1�u y00 West Trade St Suite 71E-. R1�' �� �� j �� \ Chrltt NC 28202// HYDRAULICS
�/ / \ I ( I I IIIIIII'I III II \ ///// / / / No .a omen ENGINEER' I I / / NC License Number F 09H1
/ / /
m _ ,,1, 1 / Noi is s�lel I • r
/ �/ \� W'iR1S, I I IIII I( I I `1 1 / / / / ��//���// G��n (Z, , �.ol �,a��� ROADWAYN
Nol
,
D,rc BRIDGE •96 667 ENGINEER
/ / oe D
/ Min D-1.5 Ft. CNANNEL9FD GEOTEXTILE
�, ,� \ I. ' V�1 iI I1 III (\ '5 ,/ Mffi
D56Iva,au el/ / / I I I\ \ / ///// /� / Type of L8 RlyRap T14C.:4r--7:'ZDI
\ I I I \ \ STA16-108LT Est. 80TsofClossII Rip-Rap/ / / 7 ./ • \ I ' � l� III 1111 \ \\� /rl/�lll�// jll// � 'llll///// m� ; '1/ FROM STA.16+08 LT TO STA.16+31 LT
/ ) ( I I \ \ \ /� / //r FROM STA16+69 TO STA16+84 \
III I FROM STA.16+45 TO STA.16+49
/ j `I I I ` / r /// / / / RIPRAP AT EMBANKMENT q
( '� ���I I I�,I \V ��///�////////1������������ 16-08 LT TO 16 31 LT -- § �� C°\\ I (/ _ ' t, � \ �.^� 1�� I I � I� .I I\ \VA \�� � � �.. � �����//1,,ii,,,,/� / � / 16 CL I RI LT TO 16+70
/ I �� / C4-1 RIPRAP& GEOTEKTILE a
�- / ( I \ \ ///�/�������� (DETAIL D) DOCUMENT NOT CONSIDERED FINAL
I ) \ V, t ili ) IIII 11 \ 111\V\\ /'�/1111111// //1//1111��// I j Q 7 Z X �... UNLESS ALL SIGNATURES COMPLETED
\ °y UII I���� L� / ////�/ Ø//1///7/\
/� WILLIANI CHRIOPHER JESSE E GNATU
V \WEBARGER V / �/ I-/ ( /"
15+ + 1 l
`1�I
• ( ! ' 1 y Ia s „49,,,
// L I(1/
II III Av- --
.,,-, -7. _
I - �---- •- A7r. ���� �5 R—" IDE'/ // �II I I Iry ,I 1 i• PERMANENT IMPACTS - k� I
\ A MCB 6,, j
i„7 � -' • A�� T Cott, (sr I, IN SURFACE WATER =S1 SPECIAL LATERAL'V'DITCH G ��.. — // �,1.,7\--\:_,....: �:
f RET N : A- C TE,RA-1_ : j po/ dn�¢ I\ 17+17 LT TO 21+90 LT //�/ �'
q.. ..'+ - ,\ I`11 +-5 \ ` 1ERAL'Y'dTLH - �¢L-B RIP-RAP& GEOTEXTILE 1 CL-B RIP-RAP& GEOTEXTILE X j I(glI �
F
h s \_ \ •ETAIL A ---� \ I (DETAIL A) 1 FD 1%. / i
\ � .,\ �� \ � \ „/II( � ! IV RIP-RAP&GE07EXTILE ' g 110/- /`..
/
�� �� )�, DDE DETAIL el `'15„w/2 ie r" --i��// �� , ��
-�_ 1----,.....:„. \� .., �•. � E Q �, ) T. , % 'ELBOWS �- _-� .,i - - - /i(-1/1, '77-
�, - \ \ �. •� ...' s ry , �� III I �.A��..p�;t,,� \X _ PASTU- E ri•T. I.E�� •E.' _ �' 1/ ) 76 / ////ll I I /(
( /I
\� \ _A�," �-.. E _ ems ,--3—m� °?: a �y
��d =_ ,\, �_ . -7,-___-__ _—....,,_ I•/4,,lrr1 '*;�' 1_ ,,ii-.`�. �X�X fir% ����II T� �l*AtI
\ \ R rpv 9► ,91. WOW:" : ritual . --i„ .�__� -- ..S i I I %� \ I I I I I I
I \\ _� —� z.� . .-- ► �► - ��� - \\� \'\ / I I I I I 1 I I IS�A�� I`���`�I I t I I
\ ��\ \w��'�\ , ,'�� =�� \RAtt!BA/llEl . F■■ii-� =� ` \ 1\\�\ JI V\\`1 II�\\\11111 II I
_ � v z ,■�■� v 1 \ \ I IIv) 11\\ 1�1111 \v ,
\ \ \ / I Lilt— - /� •- `.. -.. •as.�_11Lvi� l�ldl '1111111 �� ►� _ � GRASS F �I 1 \ \\.1 \ II \ \ \\\
—T.-- F
I \ 11Ri1l.Ef 4)• II- _. - - _ /- _' ,V 11\ \ 1 I r\ I I 11 1 1 1\1 \\\\ \
\ / _ ': __ � '� .••r1 yHIF"•if-��§�-,.� - - - n I I I II I 1I \ \1 1
~ \ I \ �'�.... , .�irl .... k . F %9 J I I I I �i�II IIII\1\\\\\\\\\\\ \� \ \
I \ ►'•�•♦ nr 1 ��OD.'••;, dt L«are a \
\ \ �•••••••� 1v ii l t•�til; (See Note
N. \ I I I I \ \. / /--
' + 127:""-••TREES i it 7. _- CL II RIP-RAP ) / / V IIII I \ \\\\\\\\\\ �
�x / 11111411i II` \ \
Revised Nov 2020 = \ l I / _ r R' EXCAVATION \\ \, \\� , \ \
\ \ \ S \/ 1W. '�} STREAMBANK STABILIZATION _ \ I I I I I \
PDE
\ REBECBA R.WI ARGER c' C II RIP RAP(DETAIL EI ��) V 1 I I I Ill I I I I I \ LEGEND
Fp' Ll' S0' \ \m„ _ j�� _ 1
1 -,, I TEMPORARY IMPACTS -.RICKY C.CARROLL \ I
■ ■ ■ ■ ■ \�\ \ \\ \\ \ I\-RAP \ \\ 1 IN SURFACE WATER =51 AND WIFE \ \ \\ •N \ I I I\III 1\VA \ I DENOTES TEMPORARY
GRAPHIC SCALE //\ \ \ \ _ _ LISA B.CARROLL I_y \ ��—_ IMPACTS IN SURFACE WATER
Sheet 3 Of 5 SITE 1 \ \ \ 1 \ STREA RIP-RAP ICJETAI /— _ \ \ \ \\``\1\1\\\\\ \ I � DENOTES PERMANENT
Permit Drawing \ \ STREAMBANK /ABIL TIO}JI ,' \ \ \ \\ \ KM IMPACTS IN SURFACE WATER
•
1235 1235
CENTERLINE STA.16+62 -L-
1@70'(24"CORED SLAB),1 40'(2\"CORED SLAB)
W/4'ENU BE 5 30TMENT
S EW = 90 DEGREES
1225 wow PiniEcT
1 ,
ELEV = 1195.0' I 1225
STAR+/TlOp END PA0JE+9t00
&EV.=/2005.
• ELEV.=//9953
1215 — �� •
1215
EXISTNG(a ND P/=1�i881X STREAI(BANK T,4B1 TION
1Law Et- r:
� EST 2C TONS STA f81 P=2D+30�
LL 1`� Kvc � REMOVE EXIST S7RUCUE ELEv_l 6 VC-3 EAISfINGGROUND / 1205
1205 —. 0 TO Lin 11 ' K=89 .. .. ,/
EST 3,0 CY OS=48 MPH /
G EX PAOPpSEO GR :.. 25 YEAR V/.S ELEV= 1186 %..acf.X
5 1195 -/- UX r _ 1 ,DD-YEAR W s.BLEV 6�"_._ 1195
188.1'
m - A?-AL$z'�•r7_N. —� c-I? , ►. in!
, _ r10.30 22 c+>3 AUU1 DT�- �_ ---r = BRIDGE HYD Av r A CFS_ $f/,' .��., ♦ :�i ____.ROPOSED EXCAVATION - � DESIGN P EQI/ GY YRS
�••. ro ELEv.nas DESIGN Hvd ELEVATION I1:6.5 FT 1185
�, 1185 �'� I • I _ aLEL.1185' ------- ----------- T--- T-- _ ...r CFS
HE,IN'V'DI7CH LT 1.1
1 _, - BASE DISCHARGE
o i F813�5OLA9___.� rl $o _ '° BASE FREQUENCY = IL.... YRS
c ri n.Pt4NA4, _ ._ I _ CCF FM/ E
r� � � ELEVATION = I:: FT
a w Y I I- I `L I ■ OVERTOPPING FREQUENE= ).' IRS
CFS
E 1175 6. u g CLTII RIP RAP IrYP.) OVERTOPPNG FREQUENCY= >. YRS 1175
r.
.' OVERTOP!,NG ELEVATION- IV 8 FT
I �
�. STREAMIANK SIABILIZA PION - = I /22,eo/J
• 8..0 EST 60 -DNS
1165 cL n RIP RAP DATE OF SURVEY
w END M'LYTCR IT W S:E.ON (83-:2-2019 1179 4' WS.ELEVA-ION 1165
—. -- - --fd-k9.B0.. - - - --. --- -- - - - Al:UAI c.Jr.SUhvtr --- .�.. lT
El.=988S0
F : 1 EST I:5 TON
cc
_...--.._._.. CL I 'IP RAP P
al 1
1155 NOTE:DESIGN SPEED 0R VERTICAL CURVES IS UP 1155
s0L PER SUS REGION4LL T1 R DESIGN GUlpELINESE 1 I ! 1 1 II 1 1 1
TO PO MPH LESS TH PR7JEC' DESIGN
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
C'0.0'3

r �� STV Engineers,Inc. PROJECT REFERENCE NO. f SHEET NO. I
DETAIL B DETAIL E DETAIL D 4 _ ,WeliI 100 900 West Trade St.,Site 715� BR-0126 I 4 A
RIP RAP AT EMBANKMENT � Charlotte,NC 2e202
STANDARD 'V'DITCH STREAM BANK STABILIZATION NC License Number F-0991 RAN SHEET NO.
(Not to Scale)
(Not to Scale) (Not to Scale)
ROA ENGINEER
DWAY SIGN ENGINEERS
Natural Natural M TE
r-LinrQld 10'min. r
I
Ground ?. T Ground L'°'+ %,,Nc N?.� , o Ditch 1.0'min. 1' O
D '11 roun
. it, '�>rF 0' erT'.�—d Grade V
d f C
d`O Q
GeoteMile Z
Min.D=1.5 Ft. I CANN&BED GEOTEXTILE
Max d=1.0 Ft. Length=36 Ft. (Variable) elType of Liner= CL-B Rip-Rap s d= 4 Ft. Type of Liner=10 TONS,CL--I Rip—Rap a0
FROM STA.15+85 LT TO STA.16+08 LT Est.= 80 Tons of Class II Rip—Rap Geotextile= 27 sg
FROM STA.I6+08 LT TO STA.16+31 LT cD
FROM STA.16+45 TO STA.16+49 Z DOCUMENT NOT CONSIDERED FINAL
FROM STA.16+69 TO STA.16+84 UNLESS ALL SIGNATURES COMPLETED
25' 0' 25'
IlliWili
GRAPHIC SCALE
RIPRAP AT EMBANKMENT 1 Permit Drawing
16+08 LT TO 16+31 LT Sheet 4 of 5
16+55 LTTO 16+70
CL-I RIPRAP & GEOTEXTILE p
I (DETAIL D) SITE 1
:II,: C) /
0
o II WILLIAM CHRI&OPHER JESSE ` ' N R vi N v 2 2 iI e sed o 0 0
LATERAL 'V' DITCH 15+85 \
LT TO 16+08 LT 4
CL-B RIP-RAP & GEOTEXTILE
3 DDE. (DETAIL B)
MICHAEL BARNETTE MCBRIDE
AND WIFE PERMANENT IMPACTS
SHERRY BECK MCBRIDE Temporary Shoring IN SURFACE WATER =Si SPECIAL LATERAL 'V' DITCH
Location (See Note) 17+17 LT TO 21+90 LT
CL-B RIP-RAP & GEOTEXTILE
SPECIAL LATERAL 'V' DITCH CL-B RIP-RAP & GEOTEXTILE (DETAIL Al
13+50 LT TO 15+85 LT LATERAL'V' DITCH 16+70 LT
CL-B RIP-RAP & GEOTEXTILE TO 17+17 LT �� �!
(DETAIL A) r 1( 1 CL-B RIP-RAP & GEOTEXTILE 15,, w/2 E // %�
E •r DDE. pCe1 TAIL B} \ ELBOWS E C � Gi0y� -
•
1•2 7,.-3.\porik.• 4
C -�Q E a_ivc,��� v E Lim E
4----_,--. •47
mzaz
IV
Ns
‘i V 44111'74m7:1 riliZei rsP=1-I kralf-db-J -g "I 1 I I , FO----- -
TREES ��g i►..a1i f .1
_j_.l. il'.- ....7.�P�►�1"1i11 . .3... � 1/� 1, ��:.,` ,.� (,�`'y'l1 ���'�/y'-� ' �. —^
ess.r�.�. - a-_ /
_ .t .i. i. 11 Lam.1L0._�`_'� e4�,.a _! ECIST — 'G 3
-----"----- ------9-
Ri� _. — ..Iil l. s -.4. 1 l�r� mP ►���ipow�-r-T- GRASS F
- • Ar, 11.1 . 1":4:4A-P-Ag--,.11,1\ ‘Fir lir \*'-'irrArrilk F a- -11-
laP16. 11-
Il� .,. �� -u.I.Tf, horing
��������7 Tao I 0������ � Location
4
y ►������•TR 'S •�•�•��:� CHI R RAP
(See Note)
CL-II RIP-RAP . _P G E p , t:� EXCAVATION
I 0 STREAMBANK
n STABILIZATION
EXCAVATION D / CL-II RIP-RAP LEGEND
p j [DETAIL E)
O (�,� TEMPORARY IMPACTS ���� DENOTES TEMPORARY
0 k___ IN SURFACE WATER =S1 IMPACTS IN SURFACE WATER
STREAMBANK STABILIZATION �N I t
CL-II RIP-RAP (DETAIL E) >q ��� DENOTES PERMANENT
IMPACTS IN SURFACE WATER
})C rn :