20211107 Ver 1_I-5987A_DetailSheets_20211104

PROJECT REFERENCE NO. SHEET NO,
1-5987A 2D-1
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DETAIL A DETAIL B DETAIL C DETAIL D DETAIL E DETAIL F
MEDIAN V DITCH SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL BASE DITCH
I Not to Style) I Not ro Salel I Not to Scale) I Not to Scalel I NW ro Scab) IN- to Swl.l
Shoulder Shoulder
Point Point
Natural b'� Fill Natual A� Fill Notuwl FII Natual K� Fill GroarM 7•/ D J�\o b.� Sllape
Ground d;/ D Slope Ground 4./ D Slope Ground "pal D Slope Ground d;/ D Slope 6'
LB
Min. D= 2 R.
B= 5 Ft.
4-- STA. 89+50 TO STA. 91+00 RT Min. D= % R. Min. D= X R. Min. D= X R. Min. D= % Ft.
-Y1RPB- STA. 15+00 TO STA. 16+50 LT-YIRPA- STA. 12+43.35 TO STA. 13+17 RT
DETAIL G
SPECIAL LATERAL BASE DITCH
(No. Style)
3./
N of FII
a
D 3• t slope
L B Min. D=1 R.
Sh mWx
B= VARIES
-DR3- STA. 11+25 TO STA. 12+75 RT
DETAIL N
SPECIAL CUT DITCH MvHINGE
I No swlal
Nowrol
Groand ;
Front
4./ D b, Dmh
Slope
Min. D= 1 Ft.
-L- STA. 282+50 TO STA. 283+00 RT
-YIARPB- STA. 20+00 TO STA 20+50 LT
DETAIL T
TAIL BASE DITCH
IN. 1.)
Naturol
Nabrol
Groun
./ ,'.1
D
Groan
Min. D= 5 R.
L= 50 Ff.
S= 0.3%
B= 5 R.
DDE= 190 CY
-L- STA 281+90 RT
DETAIL Z
SPECIAL LATERAL BASE DITCH
(No to swlo
Noturol Fill
Groand D 3' Slope
LBJ Min. D= 1 Ft.
B= 3 Ft.
-YIA- STA 18+00 TO STA.19+50 IT
-L- STA. 91+00 TO STA. 95+50 LT, X=1
-L- STA. 97+50 TO STA. 101+00 RT,X=1
-L- STA. 99+50 TO STA. 102+50 LT,X=1
-L- STA. 166+50 TO STA. 168+00 RT,X=1
k STA. 174+00 TO STA.178+00 RT,X=1.5
-L- STA. 211+50 TO STA. 216+50 LT,X=1
-L- STA. 211+50 TO STA. 217+50 RT, X=1
-Lr STA. 235+15 TO STA. 236+00 LT, X=1
-L- STA. 238+00 TO STA. 241+70 RT, X=1
-L- STA. 247+50 TO STA. 250+00 LT, X=1
-Lr STA. 261+50 TO STA. 264+90 LT, X=1
-YIARPB-STA. 12+00 TO STA.15+50,X=0.5
-YIARPB- STA. 15+50 TO STA. 16+00, X=1.0
-Lr STA. 287+50 TO STA. 298+00 LT, X=1.5
-L- STA. 288+50 TO STA.293+50 RT,X=0.5
-L- STA. 320+00 TO STA. 324+00 LT, X = 1
-YIARPC- STA. 14+00 TO STA. 18+00 RT, X=1
-YIARPA- STA. 14+00 TO STA. 16+50 RT,X=1
-YIA- STA. 17+65 TO STA. 22+50 LT, X=1
DETAIL H
SPECIAL LATERAL BASE DITCH
( Nof to Salo
Fill
Ground ;/ D A'� Slope
1. B Min. D= 2 Ft.
B= 2 Ft.
-L- STA. 155+00 TO STA 160+00 RT
-L- STA. 183+00 TO STA. 198+50 LT
DETAIL O
SPECIAL LATERAL BASE DITCH
(No. Sale)
N I FII
Ground 4. D b'• slope
l.J Min. D= 2 R.
B= 3 Ft.
-L- STA. 304+22 TO STA. 306+00 RT
-YIARPD- STA. 10+00 TO STA 12+10 LT
DETAIL U
SPECIAL LATERAL 'V' DITCH
(Not to Sale)
N...I 1 A'N Fill
Ground ;/ Slope
o D
9a
-L- STA 144+00 TO STA. 145+00 RT
-L- STA. 148+50 TO STA. 151+50 LT
-L- STA. 158+00 TO STA. 166+50 LT
4- STA. 168+00 TO STA. 177+00 LT
-L- STA. 112+00 TO STA. 135+00 LT, X=2
k STA. 120+50 TO STA. 123+50 RT,X=2
-L- STA.128+00 TO STA. 137+50 RT,X=2
-L- STA 200+00 TO STA. 209+00 RT, X=2
4- STA. 317+00 TO STA. 319+00 RT,X=2
-L- STA. 332+00 TO STA. 332+50 RT, X=2
-L- STA. 337+50 TO STA. 339+00 RT,X=2
4- STA. 319+50 TO STA. 320+00 LT,X=2
-L- STA. 331+50 TO STA. 332+00 LT,X=2
-L- STA. 337+50 TO STA. 339+10 LT,X=2
-YIARPB- STA. 18+85 TO STA. 19+50 LT, X=1
-YIARPC- STA.18+25 TO STA 22+10 LT, X=2
DETAIL I
SPECIAL LATERAL BASE DITCH
( Not to Scalel
N ' FII
Grouts 3. D b' slope
0
Min. D= 2 R.
B= 2 Ff.
-L- STA. 160+00 TO STA. 166+50 RT
DETAIL P
SPECIAL LATERAL 'V' DITCH
(No to Swl.)
Notuml � 3'� FII
Ground 3./ D slope
Min. D= X Ft.
-Y2- STA. 12+50 TO STA. 17+30 LT, X=1
-Y2- STA. 17+30 TO STA. 21+DO LT, X=2
-Y2- STA. 31+00 TO STA. 35+70 LT,X=1
-Y2- STA 36+30 TO STA. 38+50 LT, X=1
-Y2- STA. 36+50 TO STA. 39+00 RT,X=1
-DR3- STA. 10+50 TO STA. 15+60 LT, X=1
-DR4- STA. 10+30 TO STA. 12+50 RT, X=1
-SR2- STA. 16+60 TO STA. 18+50 LT, X=1
-SR2- STA 18+50 TO STA 19+00 LT, X=0.5
-SR2- STA.19+00 TO STA.25+50 LT, X=1
-SR2- STA 19+00 TO STA. 28+20 RT, X=1
-SR2- STA 33+00 TO STA. 34+10 RT, X=1
-SR2- STA. 39+00 TO STA. 39+90 RT,X=1
-SR2- STA. 40+20 TO STA. 42+50 RT,X=1
-SR2- STA. 40+00 TO STA. 43+DO LT, X=1.5
-YIA- STA. 19+50 TO STA. 21+00 RT, X=1
-YIA- STA. 26+00 TO STA. 28+00 LT, X=1
-YIA- STA. 26+00 TO STA. 29+00 l X=1
-YIA- STA 28+00 TO STA. 32+50 LT, X=0.5
-YIA- STA 30+00 TO STA. 32+50 RT, X=0.8
-YIA-STA. 45+15 TO STA. 46+90 RT, X=1
-YIA- STA. 51+00 TO STA. 56+85 LT,X=1
-YIA- STA. 53+00 TO STA. 57+10 FIT, X=1
-SRI- STA 12+00 TO STA 13+20 LT, X=0.6
DETAIL AB
DITCH BLOCK
Outside Ditch
(Not to Scale)
Traffic FIoW
t5-
S-
S=Ditch Slope
STA.-L- 137+50 RT EL=136.0'
STA.-L- 168+50 RT EL=141.0'
STA.-L- 197+50 RT EL- 145.0'
STA.-L- 217+50 RT EL=146.6'
STA-YIA- 25+50 LT EL=150.0'
STA.-YIA- 31+00 LT EL=150.0'
STA.-SR2- 19+00 LT EL=149.2'
DETAIL V
SPECIAL LATERAL 'V' DITCH
I Not ro Salo
Namrol 0.'�Fill
Gmund 3./ D Slope
-SR2- STA. 30+50 TO STA. 31+80 RT
-SR2- STA. 32+00 TO STA. 33+00 RT
-L- STA. 123+50 TO STA. 128+00 RT, X=1
k STA. 180+95 TO STA. 184+50 RT, X=1
-L- STA. 199+50 TO STA. 208+50 LT, X=3
-YIARPC- STA. 18+00 TO STA. 18+50 RT,X=1
DETAIL K
SPECIAL LATERAL BASE DITCH
( Not b Scab)
Fil
Ground 4 D JP�tO A, Slope
b � � � 3'1
.UB Min. D= 2 Ff.
B= 4 R.
-L- STA. 184+50 TO STA 192+50 RT
DETAIL Q
SPECIAL LATERAL N' DITCH
I No ro swb)
NaNml A'� Fill
Grouts 3.7 D Slope
-Y1RPA- STA. 14+95 TO STA. 18+00 RT,X=2
-Y1RPD- STA. 13+39 TO STA.14+50 LT,X=2
-L- STA. 111+00 TO STA 112+00 LT, X=2
4- STA. 112+50 TO STA. 120+50 RT, X=2
-L- STA. 250+00 TO STA. 251+00 LT, X=1
-L- STA. 251+00 TO STA. 258+00 LT, X=1
DETAIL W
STANDARD 'V' DITCH
(No. Scole)
Notuwl Natual
Ground 3,/ 31 Ground
D
D= 1 R.
-YIARPA- STA. 14+10 TO STA. 14+75 RT
-YIARPB- STA. 16+20 TO STA. 17+20 RT
DETAIL AC
SPECIAL LATERAL 'V' DITCH
(NM. Sale)
Fill
Noh,rol Slope
Ground !'/ D
d
Gaota lib Min. D=2 H.
Type of Liner= CL B Rip-Rop Mo.. d=1 Ft.
-L- STA 307+50 TO STA. 308+50 LT
-L- STA 101+DO TO STA. 102+50 RT, X=1
-L- STA. 135+00 TO STA. 140+00 LT,X=1
-L- STA. 137+50 TO STA. 140+00 RT, X=1
-L- STA. 1AO+00 TO STA. 148+50 LT, X=2
-L- STA. 140+00 TO STA. 1"+00 RT, X=2
-L- STA. 166+50 TO STA. 168+00 LT, X=1
-L- STA. 177+00 TO STA. 180+50 LT, X=1
-Lr STA. 178+50 TO STA. 180+95 RT, X=2
-L- STA. 192+50 TO STA. 197+50 RT, X=1
-L- STA. 197+50 TO STA. 199+80 RT, X=1
t STA. 198+50 TO STA. 199+50 LT, X=1
RIP
( Not to Swle)
10,min.
Ditch
Grode
GEOTEXTILE
Type of Li- N,Rap (Embedded)
-L- STA 264+95 LT, 21Tons CL-B, 43 SY Geotextile
-L- STA. 265+10 LT, 21 Tons CL-B, 43 SY Geotextile
4, STA. 265+00 RT, 10 Tons CL-B, 14 SY Geotextile
-SR2- STA. 31+90 RT, 23 Tons CL-I, 50 SY Geotextile
-Y2- STA. 17+30 LT, 16 Tons CL4, 36 SY Geotextile
DETAIL M
SPECIAL LATERAL 'V' DITCH
(Not to Swl.)
Ng 1 6'� Fill
Ground 3./ D slope
-L- STA. 91+00 TO STA. 94+00 RT,X=1
-L- STA. 178+00 TO STA. 178+50 RT, X=1.5
k STA. 258+00 TO STA. 261+50 LT, X-
-L- STA. 265+10 TO STA. 269+34 LT, X=1
-L- STA. 265+00 TO STA. 270+00 RT, X=1
-L- STA. 277+00 TO STA. 278+18 RT,X=1
-L- STA. 278+50 TO STA. 281+00 RT, X=1
-L- STA. 281+50 TO STA. 285+50 LT, X=1
-L- STA. 283+00 TO STA. 285+50 RT, X=1
-L- STA. 319+00 TO STA. 332+00 RT, X=1
-L- STA. 332+50 TO STA. 337+50 RT, X=1
-L- STA. 335+00 TO STA. 337+50 LT, X=1
-YIARPD- STA.12+10 TO STA. 18+50 LT, X=2.0
DETAIL R
SPECIAL LATERAL N' DITCH
(Nara Swl.) DETAIL S
Fill Tail N' DITCH
Natual
b.\ slope No. Scale)
Ground !'/
d D N-1 1 Nabml
Ground q,/ A.1 Gwu.d
R Geob.tile . D
Min. D=3 R. L= 30 S= 0.3%
Type of Liner= CL B Rip -Rap Mas. d=2 k. DDE= 5 CY Min. D= 2 Ft.
4- STA. 281+00 TO STA. 281+50 RT -L- STA 258+00 RT
DETAIL Y
DETAIL X
SPECIAL LATERAL 'V' DITCH
SPECIAL LATERAL 'V' DITCH IN_Salel
I N.- Swlo
Fill
Slope
Noturol 3', Fll Grouts !' D
Gmund 4/ slope d
D
Geole Lila Min.D=2 R.
Type of Liner= CL B Rip -Rap Mas. d=1 R.
-SR6- STA. 48+00 TO STA. 51+00 LT, X=1
-L- STA. 307+50 TO STA. 308+50 LT
-YIARPB- STA 19+50 TO STA 20+00 LT
DETAIL AD
LATERAL N' DITCH
(Notb Srtale) b^i�
Natual 1 5 I �' Fill
G.-3.•4/ES DJF'�A, 2'0's Slope
4-715 Min. D=% H.
b=5 Ft.
-YIA-STA. 32+50 TO STA35+10 LT,X=0.5
-YIARPB- STA. 21+50 TO STA.24+90 LT, X=1.0
-YIARPD- STA. 18+50 TO STA. 20+50 LT, X=2.5
-Y2- STA. 21+00 TO STA 28+50 LT, X=1
DETAIL AE
LATERAL 'V' DITCH
( Not to Sllwlel No
Nmurol
Groan 7./ D 1'R. slop.
Min. D= 0.5 11.
b= 5 Ft.
-YIARPA- STA. 26+50 TO STA. 27+50 RT
DETAIL AF
SPECIAL LATERAL 'V' DITCH
(Not to Scalel
Nawwl JP�Eo< F'll
Groand J,./ D Slope
-Y2- STA. 17+00 TO STA. 17+50 LT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
W5 ENGINEERS & CONSULTANTS, INC.
7500 E. INDEPENDENCE BLVD STE 100
CHARLOTTE, NC 28227
P: 704.537.7300 s .NV5.com
N � v � 5 NC license C F1

SHEET NO.
DETAIL AG
LATERAL BASE DITCH
IN— scab)
Natural b
Ground 3./ D 3.� 2.0% SlopeFIII
I e I Min. Ft Ft.
l«^.1 B=2 H.
b=5 Ft.
-YIARPB- STA- 24+90 TO STA. 26+25 LT
DETAIL AL
PIPE OUTLET CHANNEL STABILIZATION
I Natm Style)
N—I-hjqBed
e pdon
urol Groan 1 Grou d
1 �'l
GeoteNile CZ. nel Bed
Length- 16 R. 06 1)
ype d liner- EST 63 TONS CL I BipJ - Kaye .
FSi 13f BT Geaedik
-SR6- STA. 28+49 TO STA. 28+65 LT
DETAIL AP
TAIL DITCH
(N.. Smla)
Natural N—I
Groan ?,/ D ,A.1 aan
Min. D= 1 Ft.
B= 2 Ft.
k STA. 111+54 TO STA. Ill +88 RT
DETAIL AH
TOE PROTECTION
IN— Scala)
�`�at
Natural ,L.\�°,`�S�o90
Ground b
d
d= 2 F
-L- STA. 264+16 TO STA.264+75 RT
4- STA. 264+82 TO STA.265+00 RT
-L- STA. 307+00 TO STA 310+00 RT
DETAIL AM
SPECIAL LATERAL 'V' DITCH
IN— ro Style)
Namrol S
Ground Z./� NHIE A\ Sllepa
-Y1 RPA- STA 13+17 TO STA. 14+95 RT
-Y1RPD- STA 10+00 TO STA 13+39 LT
-L- STA. 107+88 TO STA. 112+00 RT
DETAIL AQ
TAIL DITCH
IN_
Scala)
Natural N-1
Groan aan Min. D= 1 Ft.
B= 4 Ft.
-L- STA 166+52 LT
-L- STA 199+30 LT
-L- STA 199+59 RT
-L- 111+25
Tx 7' RCBC
INLETiOUTLET CHANNEL DETAILS
TxT RCBC
BURIED 1'
PROP. EXCAVATION
EST,4 CY DDE -
q•
BACKFILL CULVERT
WITH NATIVE
MATERIAL PER SPEC.
INLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
CLASS I RIPRAP —
AND
GEOTEXTILE (TYP.)
BACKFILL CULVERT -
WITH NATIVE
MATERIAL PER SPEC.
DETAIL AI
MOT. s ua
MULTI- BARREL CULVERT
LOW FLOW CHANNEL AND
FLOOD PLAIN BENCH
OW FLO
BARREL
1.0' BELOW KEY -IN TO
STREAM BED 2' MAx
PROFILE VIEW INI FT
IHIE:H AND IOW FLOW INVERTS THE CAMFI
TOP OF
HIGH FLOW
BENCH
BARREL
KEY -IN TO
RiPa gPl
2'MAX.
PROFILE VIEW
FLOODPWN BENCH
FLOODPWN BENCH
(NATIVE MATERIAL)
(NATIVE MATERIAL)
CLASS I
RIP- RAIR
HIGH FLOW BARREL
CLASS I
RIPJIAP
rxa
LOW FLOW BARREL
PLAN VIEW
y o
PROP. EXCAVATION
24 CY DDE
OUTLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
-Y2- STA. 17+30
-L- 242+85
8' x 7' RCBC
INLETiOUTLET CHANNEL DETAILS
8'x7' RCBC
BURIED V
PROP. EXCAVATION
EST. 318 CY DDE
J �:
BACKFILL CULVERT
WITH NATIVE
MATERIAL PER SPEC.
INLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
PROP. EXCAVATION 8'x7' RCBC
356 CY DDE BURIED V
CLASS I RIPRAPVCULVERT
AND
GEOTEXTILE (TYBACKFILL
WITH NATIVE
MATERIAL PER SPEC.
OUTLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
DETAIL AJ
LATERAL BASE DITCH --
-DR3- INw to Scale)
b
3./ o �—
D S'� 2.0% Snil
l
edl Blepe
B Min. D=1 Ft.
SM1oWder � B=4 Ft.
Point b=VARIES
-DR3- STA. 12+75 TO STA. 15+00 RT.
DETAIL AN
PIPE OUTLET CHANNEL
IN_
Style)
E_ I.
-hL—
In.
o finer- roes p _ 16 N.)
-SR6- STA. 27+80 TO STA. 28+49 LT
DETAIL AR
EMBEDDED RIPRAP
(Norm Scale) Natural Bed
BavoBon
NONroI
Groero
4- STA 224+53 RT
-L- STA 264+80 RT
-L- STA. 332+12 LT
-SR2- STA. 25+39 RT
-SR2- STA. 31+90 RT
-YIA- STA. 35+30 RT
DETAIL AK
SPECIAL LATERAL BASE DITCH
(Norm Swle)
Ground 4/ D aS Sops
Geotexnle g
Min. D= 2 Ff.
Max. d= 1 Ft.
Type of Uner= Claw I Rip -Rap 8= 3 H.
FROM -L- STA. 306+00 TO STA. 306+80 RT
DETAIL AO
SPECIAL LATERAL N' DITCH
(Not fo _1p )
FII
Namrol 3:j�/Fy. A1 Slope
Ground 4.7 D
d
Georexdla Min. D=4 Fd.
Type of Liner= CL 1 Rip -Rap Max. d=1 H.
-L- 310+73
3@12' x 12' RCBC
INLET/OUTLET CHANNEL DETAILS
-YIARPC- STA. 22+10 TO STA. 24+50 LT
3@7TAT RCBC
PROP EXCAVATION BURIED 1'
EST. 50 CY
1' SILLT i
TT
BACKFILL SILLS FILL SCOUR HOLE
WITH NATIVE WITH CLASS II RIPRAP
MATERIAL PER SPEC. UP TO CULVERT INVERT
INLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
3@7TAT RCBC
BURIED 1'
PROP EXCAVATION PROP EXCAVATION
EST. 90 CY EST. 25 CY
CLASS II RIP
RAP WITH
GEOTEXTILE (TYP.)
CLASS II RIP
1' SILL RAP WITH
GEOTEXTILE (TYP.)
BACKFILL SILLS FILL SCOUR HOLE
WITH NATIVE WITH CLASS II RIPRAP
MATERIAL PER SPEC. UP TO CULVERT INVERT
OUTLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
` siu
CULVERT SILL PLACEMENT
NOT TO SCALE
PROJECT REFERENCE NO.
1-5987A
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIONATURES COMPLETED
N v Ni7500
704.537.7300
w5R3.73 0807E wwww.s 5 com

DETAIL AA
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Nouml � of fill
Ground 47 D ��.t Slope
I B Min. D= D Ft.
B= 6.0 H.
FROM -I- STA. 346+27 TO STA. 354+50 RT, D=1.0
FROM k STA. 354+82 TO STA. 365+16 RT, D=1.0
FROM -I- STA. 368+42 TO STA. 385+30 RT, D=1.0
FROM -I- STA. 386+10 TO STA. 389+36 RT, D=1.0
FROM -I- STA. 389+50 TO STA. 453+69 RT, D=1.0
FROM -I- STA. 466+50 TO STA. 468+00 RT, D=1.0
FROM -I- STA. 468+15 TO STA. 482+60 IT: D=1.5
FROM -I- STA. 483+50 TO STA. 495+00 Il D=1.6
FROM _I- STA. 353+74 TO STA. 365+81 IT, D=1.0
FROM 4_- STA. 367+55 TO STA. 385+21 IT, D=1.0
FROM -L- STA. 385+88 TO STA. 455+65 IT, D=2.0
FROM -L- STA. 455+88 TO STA. 460+50 IT, D=1.0
FROM -L- STA. 463+65 TO STA. 473+00 IT, D=1.0
FROM -I- STA. 481+77 TO STA. 495+00 IT, D=1.0
DETAIL BB
SPECIAL LATERAL BASE DITCH
(Not to Smle)
Nouml , of FLIT
Groand .7 D b''. SI.P.
� F
1. B I Min. D= D Ft.
8- 8.0 Ft.
FROM -I- STA. 340+55 TO STA. 341+00 li D=1.0
FROM -I- STA. 342+69 TO STA. 343+09 RT, D=1.0
DETAIL CC
SPECIAL LATERAL BASE DITCH
IN- to Scale)
Nawral Fill
Groun 3.7 D Ac`ec Slope
d
--it. B
Min. D= 2.8 Ft.
Mox. d= 2Q Ft.
B= 6.0 Ff.
Type of l-i-- CL B Rip -Rap
FROM -I- STA_ 3A7+55 TO STA. 3AR+(IS IT
DETAIL GG
RIP RAP AT EMBANKMENT
I Not ro Swle)
10'min.
G.dD116 1L 1.0'
Grade
GEOTEXDLE
Type of Liner- CL B Rip-Rop
FROM -L- STA. 354+40 TO STA. 354+74 RT
EST. 12 TON, 28 SY GEOTEXTILE
FROM -L- STA. 354+64 TO STA. 354+89 IT
EST. 13 TON, 30 SY GEOTEXTILE
FROM -I- STA. 453+63 TO STA. 353+81 RT
EST. 8 TON, 18 SY GEOTEXTILE
FROM -I- STA. 353+63 TO STA. 353+75 LT
EST. 9 TON, 21 SY GEOTEXTILE
FROM -I- STA. 365+74 TO STA. 365+90 IT
EST. 9 TON, 20 SY GEOTEXTILE
FROM -I- STA. 403+48 TO STA. 403+85 IT
EST. 14 TON, 31 SY GEOTEXTILE
FROM -I- STA. 404+00 TO STA. 404+24 LT
EST. 13 TON, 31 SY GEOTEXTILE
FROM -L- STA. 451+16 TO STA. 451+56 IT
EST 36 TON, 82 SY GEOTEXTILE
FROM -L- STA. 455+44 TO STA. 455+84 LT
EST. 21 TON, 48 SY GEOTEXTILE
FROM -I- STA. 455+78 TO STA. 456+00 LT
EST. 8 TON, 20 SY GEOTEXTILE
FROM -Y3- STA. 24+66 TO STA. 24+81 IT
EST.14 TON, 32 SY GEOTEXTILE
FROM -Y3- STA. 34+08 TO STA. 34+18 IT
EST. 3 TON, 8 SY GEOTEXTILE
DETAIL HH
FALSE SUMP
( Not to Scale)
Outside Traffic Fllow-
/�
'
-:S-
S=Ditch Slope
T} Proposed Ditch
-I- STA. 360+18 RT
-I- STA. 379+12 RT
-I- STA. 385+30 RT
-I- STA. 386+58 IT
-I- STA. 403+30 IT
EST. 44 TON, 111 SY GEOTEXTILE -L-I- STA. - STA. 434+4+60 LT
IT
-I- STA. 446+40 IT
DETAIL DD -I- STA. 473+00 IT
-L- STA. 481+77 LT
FALSE CUT BASE -I- STA. 486+15 LT
N.G/r.B. (Nara S-6)
oR
R . A.1eK
Fill
F oKo°� Slope
W = 2' Min.
FROM -I- STA. 341+00 TO STA. 342+69 RT, B=8.0'
FROM -I- STA. 473+00 TO STA 481+77 LT, B=6.0'
DETAIL EE
SPECIAL LATERAL BASE DITCH
( Not ro Scale)
Natural Fill
Ground r 3.7 D 3't F�ph°� Slope
Min. D= D Ft.
B= 3.0 Ft.
FROM -Y3- STA. 16+50 TO STA. 21+00 RT, D=1.0
FROM -Y3- STA. 36+81 TO STA. 43+50 RT, D=1.6
FROM -Y3- STA. 16+50 TO STA. 22+00 IT, D=1.0
FROM -Y3- STA. 38+00 TO STA. 38+50 IT, D=1.0
FROM -Y3- STA. 39+30 TO STA 43+50 IT, D=1.0
LATERAL BASE DITCH
( Not ro Scab)
b
Groaad ar 3.7 D 3�>
r e o I D= D Ft.
«J B= B Ft.
b= b Ft.
FROM -Y3- STA. 34+08 TO STA. 38+00 LT
D=1.0, B=3.0, b=5.0, DDE =380
FROM -Y3- STA 22+25 TO STA. 22+74 RT
D=1.0, B=4.0, b=VAR., DDE=124CY
U1
I -a Scale) uu\\I///��L
RETAINING BOND NN%
WALL BREAKER
D NATURAL
G
B ROUND
4• B= 1'
B= 1.0'0'
FROM L STA. 463+65 TO STA. 464+00 IT
FROM I STA. 4A3+13 TO STA. AAA+50 RT
DETAIL JJ
STANDARD BASE DITCH
INotro Stale)
Nowrol Notuml
Ground ,r7 X� Ground
D
Min. D= D H.
B= B Ft.
FROM -I- STA. 483+17 RT (TAIL DITCH)
X=3.0, D=1.5 B=5.0
S=0.0028f68, L=80', DDE=45CY
FROM 4- STA. 403+98 RT (TAIL DITCH)
X=4.0, D=4.0, B=10.0
S=0.0023fHt, L=660', DDE=1855CY
DETAIL KK
SPECIAL LATERAL 'V' DITCH
IN- S.6)
Notuml b�1 d�5 Fill
Ground 4.7 D Fb� Slope
Min. D= 1.0 Ft.
FROM -I- STA. 343+09 TO STA. 346+27 RT
DETAIL LL 2@64TRCBC
OMED 1'
PROP. EXCAVATION 1' FLOOD BENCH
EST. 22 CY DDE 0'1' WIDE BACKFILL
WITH NATIVE MATERIAL
PER SPEC.
\ 1'SIL�L A 2- SIU-'
7-7T
BACKFILL CULVERT CLASS I FLOOD BENCH
WITH N.-
MATERIAL PER SPEC. BORDER, 1:1 SLOPE
INLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
DETAIL MM
246'x7' RCBC
PROP. EXCAVATION BURIED 1'
Ss CY DDE
1' FLOOD BENCH
0'-6 WIDE. BACKFILL
CUSS I RIPRAP WITH NATIVE MATERIAL
AND PER SPEC.
GEOTEXRLE (TYP.)
.................
n' CLASS I RIPRAP
I AND GEOTEXTILE (rYP.)
l'SILTL YSILL
T.
BACKFILL CULVERTT
WITH NATIVE BORDER, SI'LOO BENCH
MATERIAL PER SPEC.
OUTLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
DETAIL NN
8'9' RCB
2*Ep'�F
OP. EXCAVATION
T. 175 CY DDE
V
7'BACKFILL
CULV
WITH NATIVE
MATERIAL PER SPEC.
INLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
DETAIL 00
2@8'x9' RCBC
CLASS II RIPRAP
AND
PROP. EXCAVATION
GEOTEXTILE (TlP.)
EST. 120 CY DDE
i
CLASS II RIPRAP
Y SILL
AND GEOTEXTILE (TYP.)
BACKFILL CULVERT
WITH NATIVE
MATERIAL PER SPEC.
OUTLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
DETAIL PP 2@8'x7' RCBC
BURIED Y
PROP EXCAVATION Y FLOOD BENCH
EST. 23 CY 0'-8' WIDE. BACKFILL
WITH NATIVE MATERIAL
PER SPEC.
a^ L
Y SILL 2' SILL
T T
BACKFILL CULVERT CLASS I FLOOD
WITH NATIVE BENCH BORDER,
MATERIAL PER SPEC. 1:1 SLOPE
INLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
DETAIL QQ
PROP EXCAVATION 2@8'x7' RCBC
EST. 82 CY BURIED 1'
1' FLOOD BENCH
\ 0'-8' WIDE. BACKFILL
ICULVERT
WITH NATIVE MATERIAL
PER SPEC.
CLASS I RIP'S'RAPWITH LASSIRIPGEOTEXTILE RAP WITHGEOTEXTILE (TYP.)
SSILL
CLASS I FLOOD
BACKFBENCH BORDER,
WITH NATIVE 1:1 SLOPE
MATERIAL PER SPEC. FILL SCOUR HOLE
WITH CLASS 11 RIPRAP
OUTLET CHANNEL UP TO CULVERT INVERT
LOOKING DOWNSTREAM
(NOT TO SCALE)
DETAIL RR PROP EXCAVATION
EST. 150 CY
2@B'x7' RCBC
BURIED 1'
CLASS I RIPRAP
CLASS I RIPRAP AND GEOTEXTLE
AND GEOTEXTLE:' (TYP.)
(TYP.) v
V FLOOD BENCH M
0'-8' WIDE.
BACKFILL WITH 2' SILL 1' SILL
NATIVE MATERIAL
PER SPEC. T
CLASS IFLOOD BACKFILL CULVERT
BENCH BORDER, WITH NATIVE
1:1 SLOPE MATERIAL PER SPEC.
INLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
DETAIL SS
PROP EXCAVATION
EST. 340 CY
2@8'x7' RCBC
BURIED 1'
CLASS I RIPRAP
AND GEOTEXTLE
(NP-) CLASS I
W RIPRAP
AND
GEOTEXTLE
V FLOOD BENCH (NP-)
0'-8' WIDE.
BACKFILL WITH 2' SILL
NATIVE MATERIAL 1' SILL
PER SPEC. -F 1
CLASS I FLOOD BACKFILL CULVERT
BENCH BORDE , WITH NATIVE
1:1 SLOPE MATERIAL PER SPEC.
OUTLET CHANNEL
LOOKING DOWNSTREAM
(NOT TO SCALE)
DETAIL TT
EARTH BERWDITCH BLOCK
IN- S-6)
W o Fill
9� 3�oFLac Slope
CREST EL _ D
Natural Groand W=34' Max.
D=1.5' Max.
FROM Y3 STA. 38+80 TO STA. 38+90 LT., CREST EL=165.10
PROJECT REFERENCE NO.
SHEET NO.
1-5987A
SECA2 DE,
RW SHEET NO.
tOADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
INCOMPLE
E
FLANS
DO NOT USE FOR
/ W
ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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