20200226 Ver 2_Wilkes bridge 667 (BR-0126) rip rap addition_20210706

°� `� /� / DETAIL B DETAIL E DETAIL D ® �T'�`] STV EIlglIl00L5,Inc. PROJECT REFERENCE NO. SHEET NO.
' RIP RAP AT EMBANKMENT S 1 Y 1OO
\ \ ;,4,7 STANDARDI 'ot to O1eDITCH STREAM BANK STABILIZATION 900 West Trade St.,Suite 715 BR-0/26 2
CO - •
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. (Not.Seale) eil,a, Charlotte,NC 28202
•
(Not+o Scale) NC License Number F-0991 RNJ SHEET NO.
2 No+arol Na+uraI W� ,yTy} M14 ,Qa10'min. ROADWAY DESIGN HYDRAULICS
Groun Iy A mun °,N , Ditch 0'mi BRIDGE #960667 ENGINEER ENGINEER
CHRISTOPHER LEE dD '°m �'�s a GrnaeVANNOY AND JOHN LUKE Gemeoile• VANNOY.JR. Min.D=1.5 Ft
CHANNEL
GEOTEXTILE
Type of Liner= CL-B Rip-Rap Max.d=1.0 R. Length=36 Ft. N
d= 4 Ft. Type of Liner=10 TONS,CL IdiFp-Rap 0
• FROM STA.15+85 LT TO STA.16+08 LT Est.= 26 Tons of Class II Rip-Rap GemextilT 4T ev N
iril
• I TREES •• FROM STA.16+08 LT TO STA.16+31 LT
FROM STA.16+45 TO STA.16+49 Q
• I / FROM STA.16+69 TO STA.16+84 Z
•
( RIPRAP AT EMBANKMENT
•
fl 1 16+08 LT TO 16+31 LT f")
CL-I RIPRAP& GEOTEXTILE
O •
• \ \ / • (DETAILET D) Q I DOCUMENT NOT CONSIDERED FINAL
\''\
\\� II
�• Z X /'I UNLESS ALL SIGNATURES COMPLETED
REBECCA R. •
S WINEBARGER \ LATERAL'V'DITCH i' /
\I 1 /� 15+85 LT TO 16+08 LT O l .T
A 1 ( ) CL-B RIP-RAP&GEOTEXTILE k --
\ \ • r"/ DDE(DETAIL B) WILLIAM CHRISTOPHER JESSE / ////O ��
TREES \ \ MICHAEL BARNETTE MCBRIDE
\\ - ( /�,l—�• \ SHERRY BECK AND MCBRIDE
• PERMANENT IMPACTS TOE PROTECTION k I I /�
\ �V \ RETAIN ,.\ IN SURFACE WATER =S1 17+17 LT TO 21+90 LT / GR ®(41� /
\�STj,,, \ - SPECIAL LATERAL'V'DITCH •
CL-B RIP-RAP& GEOTEXTILE CL-8 RIP-RAP &GEOTEXTILE I / �/
kqp 9 •\ 13+50 LT TO 15+85 LT (DETAIL C) /// / 15R 17
\\Hid \\ JS ,\ CL-B RIP-RAP&GEOTEXTILE
TG % HILL/
\Rosq \ '•�. = (DETAIL A) 15" rz / // 51N /RD
—\
\ •\\� \\ n Ili E_�_ \ ELBOWStalF,_ yw •� /T \\\ �� ^�, v 411\k ..... C C C E 40��� �`nY PASTURE `TY/�F, _•✓•'~� /CTRH \\ 73r�`� C I► - :r.�l�a 5..� VyS ' p
Nib \ " W ,A..�w��w;r 1 F W F _:17.... a....._....-----
- -440:
RQ/ \ r�' EES "4 ♦�� TREES �,, _ L_.-r E-- - �� { �y,,'SR -SREES •
` moo .: . TR ��-, - __ ,. 11 4V 1■■ig X� --X—X � // /c3.0 .3 `I19'
T� �,�_ �F� is :it Y1 r9 �� _ X y NW tJ- \ ; ��`1' �O�i1 i�.r s'' ' 'Giw I ISHAWN P.CARROLL
\\ j �� -� - fe1 c. C:�.�III i9:�e'��r iCs'i_ — /�
��f It Vik NSrift o:''All
L'x � r,..•i$III''�PI11 ilt% — —,� GRASS F
4����, ••�w�w1 plied'�� �w F w
/i-%: �•� k% ee _� F* it it it it it lc
�-t-.T. TREES 15��� *. 4,4 CL-II RIP-RAP
PDE 1 0a
EXCAVATION
STREAMBANK STABILIZATION
REBECCA R.WINEBARGER � / CL-Il RIP-RAP(DETAIL E) 5 LEGEND
5 0' 0' CL-II RIP-RAP - '
TEMPORARY IMPACTS RICKY C.CARROLL
• \ I DENOTES IT:
'IA IN IN SURFACE WATER =S7 AND WIFE mom IMPACTS IN SURFACE WATER
EXCAVATION �$I LISA B.CARROLL I DENOTES PERMANENT
GRAPHIC SCALE U
Permit Drawing STREAMBANK STABILIZATION i ��� IMPACTS IN SURFACE WATER
Sheet 2 of 5 SITE 1 CL-II RIP-RAP(DETAIL E) l
■ I
1235 �� 1235
1 __ ___ IIIE �
■ 1
m� CENTERLIN STA.16+62 -L-
__ ■� lB 0'(2,"CORED SL B),1@40'(2"CORED SLAB) _ _
— -- tttttttttttttttt� Y —� '4'ENU BEET-CAFFFFFFKK7N--LUPI1•G ABUTMENT—_
1225 ■E - m� SKEW = 90 DEGRE'_S - - •
1225
_ _— ELEV = 1195.0' _ --- D
vopo
PROJECT
£LEY.A/8(/0.5: ■M =i �=i i E 1A11995.2149100.,
•
1215 s — , 1215
- -
-C - ■=
. EXISTVt 4ROUND - .:E
: •-
m _ _— - EST 2C TONS .. .N - - - •: - P 20+30A7 ... ..'-L}�� - i ■�
__ CL-Il R P-RAP STA 8 E!-G19392 - AISTING GROUND
0 1205 _\ �_ PROPOSED EXCAVATIOI RENOVE EXI- URE £� •8' - _ ►'C-•�•�'_ _ - / 1205
} �Z__ __ __—__ ___--_—_ EST 3'0 CY• 1 _ L15=48 MPH ---6L__—___ -- /�/
ExraT r- ■■ ipl P • RACE •■■■
-:^ , ■ • ■
c, - r-.'.tar 100-YE" .: _
-
1195 - ---- 1 + - ■ -- ° —_ e.�.� __ c' ==�= ■ .... .. _ —_-_ 1195
---(.4,,.. � � r-1725z '_._7C .. __—— —— r n c+>3• • BRP"'GE HYDF AUUC DATA
_ — — — — — — — ■■■=E�■=mmm -;Sg�..� ►, - ' — — — — — — — —DESrGN DITCH = --CFS---
i ■■■���■ === !s *4 4' w ., DES'GN FPEOIIE 4CY = 26 YRS
of 1185 - - -� I ■ ---- `�►4 *✓' _ "' ---- — DES'ON NV' ELEVATION = 1186.5-- FT. 1185
o P/-l3N� CH LT ,1 P A1 /,l :s : BASE DISCHARGE = 2600 CFS
BASE FREQUENCY = 100 YRS
— _F'-'I9 1�h,7 i ce■` N ■ — — AS HW ELEVATION- = Ness —FT
OVET7TOPP NG DISCHARGE= /0300 CFS
1175 ■■1 1 y�■��� T ■ = OVERTOPP'NG FPEOUENCY= )500 FT 1175
N ___— __—__ 11A7ii1♦■1� T.•�_ — EST. 35 TON- ■ €tEb'ATKN- ll9dB -FP
E - - CL II RIP RAP I � _ _
11 »I�■�
0 —
y. STREAM ANK S AB n 'I==
5 II i i c T I R1P RIP-RAP ■ DATE OF SU9/EY _ 43/e8/20/9
w 1165 ■■■— _■_= 371Micio Y/d74i ■ .S.E.. I■L1K134•bAll•8�Z1 ws
�- c
.ELL -roa 1165
illuw/t II- wwtr - ll"a I ato ■■■� ■ = -rrr,.-�a1�e�� =
.... .. _ I L I i I 11= j11♦■ I ..�.. 1 1 EST.1a5 TON1 I ■ I I I I 1 I .. ....
w _ I 1 _CL II PIP RAP TILL = _-__ _-___-___ �___-_
1155 NOTE:DCSIGN :$P D FOR IYERTACAL )TURVES I. UPI I — - 1155
° TO 20 AM LESS HAN=PRbJ -DCION PE _+___I ,z- = ---- -----
O� ' 1 I I E 1 1 1 1 1 1 1
OTa •S!� ¢ I I I = 1 I I I I
o=E PE 11+OOFr/�Na1 T/�12+00 cut EUN 13+00 I III I I 1 1 1
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
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