20200259 Ver 2_Wilkes 663 (BR-0125) rip rap addition_20210706

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DETAIL B DETAIL D DETAIL FSHEET
®ST" 100 STV Engineers,Inc.
LATERAL'V'DITCH RIP RAP AT EMBANKMENT STREAM RELOCATION f.7 1 V eQ harlotte,NCd282�2 Suite 715 BR-0125 2
CO (Not to score) NW SHEET NO.
I Not to Scale) NC License Number F-0991
(NO}o Scale)
10 min. EXISTING STREAMBED Nafuml
Natural �� Proposed ROADWAY DESIGN HYDRAULICS
Fill Ditch d p1 .i: IL —/"
E
Min.D= 1 Ft. B Min.D=3 FL Exisr.Channel
Max.d= 1 F. Type of Liner= 10 TONS,CL-I Rip-Rap Max.J=3 Ft.
Type of Liner= CL-B Rip-Rap 6= VARYING Geotextde- 31 sy B=3 Ff.
Type of Liner= CL-I RIPRAP 1
FROM STA.15+15 LT TO STA.15+30 LT Banks Onl b=Variable �1
FROM STA.14+50 RT TO STA.15+61 LT ( Y)
FROM STA.14+50 RT TO STA.14+15 RT FROM STA.15+60 LT TO STA.15+76 LT _`P,
FROM STA.16+71 RT TO STA.17+11 RT FROM $TA.14+61 RT TO STA.14+73 RT FROM -L-STA.15+36 RT TO STA.17+00 RT ``__
FROM STA.15+76 LT TO STA.16+92 LT P
N DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
5 0' 50'
GRAPHIC SCALE
PAUL & PATSY JANE TRIPLETT
Permit Drawing
Sheet 2 of 6
RIP RAP AT EMBANKMENT
15+60 TO 15+76 LT BANK STABILIZATION
CL-I RIPRAP&GEOTEXTILE CL-II RIPRAP& GEOTEXTILE
(SEE DETAIL D)
LATERAL'V•DITCH
15+76 TO 16+92 LT
CL-B RIPRAP&GEOTEXTILE
PERMANENT IMPACTS (SEE DETAIL B)
\ IN SURFACE WATER =S1 /
���FFF CL-II RIPRAP
CL-B RIPRAP& GEOTEXTILE
TEMPORARY IMPACTS CLIFTON G.HUTCHISON
\ IN SURFACE WATER =Si 15"W2
• ELBOWS CUT BASE DITCH
\ \\ TB 2GI 17+50 1B+00 LT / / /
////// (SEE DETAIL 18 ,
�. / CL-B RIPRAP&
/ GEOTEXTILE / //
\� �, RIP RAP AT EMBANKMENT �11
\ \ 15+15 TO 15+30 LT / / y -- .. .. - - '® /
'►. (SEE DETAI &GEOTEXTILE
(SEE DETAIL D) � W //
K�F K� = �+ \ RETAIN 30"CMP
F 'an LATERAL'V'DITCH ��� � S �� ... / M I �' •/ /•• e
�,, 14+50 To 15+15 LT s �' yv� ,J � /E '�•
��, CL-B RIPRAP&GEOTEXTILE I ��. �� �� —�`�Jg" / E•{ p Y
@� - (SEE DETAIL B) ,� V Ul7 - •PUE PUE j /
PDE E .�w� w ( CUT DITCH �` y
F \ ,• 18+00 TO 1;+00 LT
_ • • iStI�I�PA• �.'! =p�._��4P V�Ai•���►��������.{� T1��1J$I.! (SEE DETAIL E ��_ - .. �rL i_ii riot/� L ��.�. r s r��.����C� �L.>r.�. ..
SPECIAL LATERAL'V'DITCH - --- 9 ...wry' T1!� ►••AT• r�•+ �`•a -
��l�p { •41 P' .- -' - ��.•. .• '/ KATHY J.VARSALONA
10+35 TO 11+50 RT 0i- -* �� •� /,I�l 7/71� y - s o
CL B RIPRAP&GEOTEXTILE , �� • ���► �M r elf• li�yi #�S \
(SEE DETAIL A) -1110 i -_ _ •l�FrA`J1�x1 ��1� 11fl1L IAila _ _ _ ter.
�,\ r. = !uuw►wG�I11rG�:�Sri �j - C ` pp
\ t. q� �y — _ _ ` F CL-B RIPRAP& GEOTEXTILE
' 1� ����44E%fW •iti it -'--_ REMOVE& REPLACE
�i - 7940H,RO.ISR
F oozy ilhaviwil miis+twrioym �-•, ,� -w w\
CUT DITCH 7 -- _-- ---- 1- r�S
11+50 TO 13+50 RT \ r �- �\ C mow'► *M
CL-B RIPRAP&GEOTEXTILE ?EOM f Ld 'r♦k ti �i � 2„ - a 'f,A M M P R
(SEE DETAIL C) V% IOW;NI 1 bbb10f/ \` i 'UK• C 'F �� \, M s M w M
•
` ,� I: WO `t! l►, CUT DITCH V%� �•_>` \ r t►W K M�ticJ
�irr , __�M, '�� 17+11 TO 17+50:' , �`te V M ,►M/`/
l.�: 1 0 \ (SEE DETAIL ) GE•TEXTLIE m A�� 't�yr
�. xb. ,; W �Y M )SEE DETAIL C) m FS J
13E 90LTOT�RAL00V'R ITCH 'DE f e;:f0 '•.may y•11 V4 0 �j
CL-B RIPRAP F.GEOTEXTILE !! I
1 - j P'
(SEE DETAIL A) CL-II RIPRAP -'''7 \,l . LUCY B.S.COT'—-xQ \ �`,-
A ,1%5 N- •r TERAL'V'DITCHCUT DITCH
16+71 TO 17+11 RT 17+50 TO 20+33 RT � ' /'
LATERAL'V'DITCH CLASS-B RIPRAP& GEOTEXTILE (SEE DETAIL E) �•14+00 TO 14+61 RT CL-B RIPRAP& GEOTEXTILE DE PDE PDE (SEE DETAIL 6) • �x
(SEE DETAIL B) W STREAM RELOCATION Sr SPECIAL LATERAL'V'DITCH -
ol (SEE DETAIL F)P�P IN SURFACEMANENT WATER =S2 20+33 TO 22+30 RTC.
-G ® CL I R TOT 1F4MB73 EMBANKMENT RT / (SEE DETAIL
PA GEOTEXTILE/
(6j (SEE DETAIL
8 GEOTEXTILE PERMANENT IMPACTS / ® �\
m (SEE DETAIL D) IN SURFACE WATER Si=
a PAMELA DENISE TRIPLETT BANK STABILIZATION F ,�
CL-u RIPRAP& GEOTEXTILE REAM RELOCATION 139 LF \\
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N JULIE LYNN GRAMMAN
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o q r IMPACTS IN SURFACE WATER
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SEE SHEET 3 FOR-L-&-Y-PROFILE
O Ta JJ SSURFOACE TES WATERY$ IN
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