19980260 Ver 6_RW-21_ -L- STA 281+50 TO 295+50 Rev.3 markup_20210108

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10/12/2020
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REVISIONS
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1
-L- +03.67
175.00' LT, 190.03' LT
STANDARD 'V' DITCH
SEE DETAIL 21-2
DDE = 53 CY
95T
47" WW FENCE
LATERAL 'V' DITCH
SEE DETAIL 21-1
DDE = 206 CY
iii►l !!!!! :: �z • • • ROCK P LAT I N
SEE SHEET 2G-3
FOR DETAILS
CLASS II RIP RAP + i
TO ELEV. 857.5'
JDAR� BASE DITCH
I' ' 'RAP +97.51
T• S END C/A
EOTEXTILE FENCE
TAIL 21-11
-L- + 95.03
17 .00' RT
DARYL & lvIARY G.
CHA BERLAIN
DB 2547 PG 1976
DB 2655 PG 3817
- L- + 79.7
192.06' RT
- L- +56.5
175.00' RT
-L- +55.72
222.49' RT
BANK STABILIZATION
CLASS 'B' RIP RAP
EST 7 TONS
15 SY GEOTEXTILE
SEE DETAIL 21-12
BEGIN BRIDGE
-L- STA 283+97.43, 23' LT (WB)
BEGIN APPROACH SLAB
-L- STA 283 + 73.84, 23' LT (WB)
TDE
O,
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r I
I I
I 1
1 1
1 I
/ I
/ /
/ /
I
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"' -L- + 36.00
184.64' LT,
199.69' LT
DETAIL 21-12
BANK STABILIZATION AT
JURISDICTIONAL STREAM
( Not to Scale)
NATURAL BED
ELEVATION
Natural
Groun
q11‘
Of
1.5' GEOTEXTILE
Type of Liner= CL I Rip -Rap
Natural
Ground
FROM -L- STA. 285+00 LT
CHRIST RESCUE TEMPLE
CHURCH
DB 2182 PG 347
4' STANDARD BASE DITCH
SEE DETAIL 21-3
DDE = 60 CY
BANK STABILIZATION /
RIP RAP AT EMBANKMENT
CLASS 'B' RIP RAP
EST 16 TONS
31 SY GEOTEXTILE
SEE DETAIL 21-5
-L- + 92.24
200.00' LT
END APPROACH SLAB
-L- STA 286+48.94, 23' LT (WB)
END BRIDGE
-L- STA 286+25.31, 23' LT (WB)
PROPOSED
CHANNEL CHANGE
CLASS 'I' RIP RAP
EST 137 TONS
232 SY GEOTEXTILE
SEE DETAIL 21-10
DETAIL 21-11
STANDARD BASE DITCH
( Not to Scale)
Natural
*When B is < 6.0'
Min. D= 3.0Ft.
Max. d= 3.0Ft.
B= 5.0Ft.
Type of Liner= Class 'I' Rip -Rap
FROM -L- STA. 281 +50 TO STA. 281 +58 RT
4 44 milaraffiralli
15"RCP IIIPR�' SBG 7
+77, B-7. 08, B-77
+ 59, B-77 +` U //AAVAKOTer
r, „EX. 4.7
Li 111111111.11M6Yred7
PROP NOISEWALL -NW16-
SEE STRUCTURE PLAN
FOR DETAILS
I .s
BEGIN BRIDGE
-L- STA 283+57.55, 23' RT (EB)/
BEGIN APPROACH SLAB
-L- STA 283 + 33,.7923' RT (f5
/
-L- + 70.53 /
/<;`'
314.72' RT \L
-L -
P/ Sto 275+54.77
0 = 43° 50' 3/.9u (RT I
D=0657'58.38
L = 4,537.58'
T = 2,386.38'
R = 5,930.00'
e = 4X
DS = 70 41PH
CLASS II RIP RAP S
TO ELEV. 857.5'
160
-L- + 84.46
302.73' RT
/
/
-L-'+ 01.25
326.70' RT
DARYL & MARY G.
CHAMBERLAIN
DB 2547 PG 1976
DB 2655 PG 3817
EIP
CONC.
FILLED
PIE0�)0N1
-TOE PROTECTION
EST 50 TON
96 SY GEO-TEXTILE
SEE DETIL 1-4-
DETAIL 21-10
STANDARD BASE DITCH
Natural
Geotextile
*When B is < 6.0'
( Not to Scale)
Min. D= 3.0Ft.
Max. d= 3.0Ft.
B= 3.0Ft.
Type of Liner= Class 'I' Rip -Rap
FROM -L- STA. 285+20 TO STA. 285+65 LT
DETAIL 21-1
LATERAL 'V' DITCH
( Not to Scale)
FROM -L- STA. 281 + 50 TO STA. 283 + 00 LT
-L- +20.12
200.00' LT
STONE
0 0
47" WW FENCE
BANK STABILIZATION
CLASS 'B' RIP RAP
EST 7 TONS
15 SY GEOTEXTILE
SEE DETAIL 21-12
C
\�FS 2G1
I �L44 - �► 116
<.2118>
47" WW FENCE
DETAIL 21-2
STANDARD 'V' DITCH
( Not to Scale)
FROM -L- STA. 283 + 00 TO STA. 2 85 + 15 LT
Outside Ditch
Traffic Flow
S—
S = Ditch Slope
DETAIL 21-6
FALSE SUMP
( Not to Scale)
Ln o
0—
2.0'H
GI
etc.
C Proposed Ditch
+03
GREU (TL-3
SPECIAL 2' BERM BASE DITCH
CLASS 'B' RIP RAP
EST 235 TONS
418 SY GEOTEXTILE
SEE PROFILE FOR DETAILS
SEE DETAIL 21-9
REPUBLIC PROPERTIES. LLC
DB 2558 PG 4448
DETAIL 21-3
STANDARD BASE DITCH
( Not to Scale)
FROM -L- STA. 286+75 TO STA. 287+50 LT
DETAIL 21-7
FALSE SUMP
( Not to Scale)
See Chart Below)
—
S = Ditch Slope
20' GI
etc.
C Propose Ditch
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-01 16
STV
STV Engineers, Inc.
100 900 West Trade St., Suite 715
ea/e/j Charlotte, NC 28202
NC License Number F-0991
-16
REPUBLIC PROPERTIES. LLC
DB 2558 PG 4448
DETAIL 21-4
TOE PROTECTION
( Not to Scale)
Geotextile
Type of Liner= Class 'I' Rip -Rap
FROM -L- STA. 285+58 TO STA. 287+50 RT
Outside Ditch
Traffic Flow
S
S = Ditch Slope
DETAIL 21-8
FALSE SUMP
( Not to Scale)
0.
GI
etc.
C Propose Ditch
PROJECT REFERENCE NO.
SHEET NO.
U-2579D, E & F
21
RiW SHEET NO.
ROADWAY DESIGN
ENGINEER
00111.11,11.2101,/
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= SEAL
F. 032599
VP.seY9.1.10:*
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10/13/2020
HYDRAULICS
ENGINEER
'''‘‘4e;101***/.1:11139./12NOY:::0%.6ii
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FLATIRON
ui
175.00' RT
223.04' RT
rbE
-L- +42.37
185.58' RT
232.98' RT
DETAIL 21-5
RIP RAP AT EMBANKMENT
( Not to Scale)
Grade
GEOTEXTILE
1.0'
Type of Liner= 16 TONS,CL 'B' Rip -Rap
Geotextile= 31sy
FROM -L- STA. 286+65 TO STA. 286+75 LT
DETAIL 21-9
BERM BASE DITCH
( Not to Scale)
Natural
Ground
GEOTEXTILE
B= 2.0Ft.
Type of Liner= Class 'B' Rip -Rap
RDWY
SEE SHEETS 75 & 76 FOR —L— PROFILE