20170239 Ver 2_U-3109A EC Plan Sheets Final Phase_20210604

MATC
MATCH LINE - SHEET 25 -Y16- STATION 19+00
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SPEC CUT DITC
STA 19 + 00
STA 20+15 -Y16- R'
SEE DETAIL 1
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76.20'
TYPE B-77
!69
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SPEC CUT DI CH 0
STA 14+25
�STA 20+15-1.--
gSEEfODETAIL 31
Sc.9 6S 130
AS§.ZB' RI
CLASS '11' RIPRAP
EST 2 TQNS
EST �,_ Y
PAMEL
ILLIAMS
CLARK
TAIL DITCH
ST DOE +/- 2
E /SE�TAIL 41
REMOVE'
" R REMOVE
REMOVE
PT Sta. 24+93.84
DO NOT DISTURB WATER
VALVES, WATER METERS,
AND VAULT.
ORANGE ALAMANCE
XISTING RAILROAD)
P1 Sta /4 +18.9/
D = 0° 0� 29.0"
/'
T = 23 .76'
R = 138,4/8.22'
DA COLEMAN
M „OZ,9'°
LAT 2' BAS
W/CL '
STA
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EST 44
EST GF
SEE D
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WM 43 SUBSIDIARrL
DITCH
RIPRAP \k
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TONS TOTAL DDE =1108 CY
139 SY
AIL 15
REMOVE
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PUE 12" RCP%•
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48
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WM 43 SUBSIDI;ARY1 LLC.
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PROPOSED
FINAL GRADING
EROSION CONTROL FOR
CONSTRUCTION SHEET 14
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2P PC Sta. 16
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T
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AT IS
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E 47 h
ONALD E. MASSEY &
AWRENCE L. MASSEY
EIP N 09°03'45" Ni
100.12'
P Sta /7 +55.05
♦. _ r03'51.0"(L )
= 0° 27' 56.7"
_ 8.49'
= II =.
- /2, '02.11'
•/ 'ta 18+96.12
A °/ '13.6"(
o D = 6° it ' 40.8"
L = 53.64'
T = 26.83'
R = 934.98'
PI Sta 21 +26.2
A = 23° 04' 47.2" (LT)
D°00'40.
1L 410.58'
"03.29'
'�953./5'
BEG N BRIDGE
2' —9" C&G
TYPE
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PROPOSED: Q -10
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267,56'
15"CSP w
ELBOWS
CLASS 'B' RIPRAP
EST 2 TONS
F 7 SY
DAVID & GLENDA
SOLOMON
AT THIS LOCATION-
ZCFS, Q10 = 23.9 CFS
•FS, Q10=11
rn DAVID & GLEND
Y 8- PCC Sta. /8+69.29
EIP N 09°01I E P
119.27'
-EY 8- PCC Sta. /9 +22.93
LAT V-DITCH
STA 154 + 65
156+25 -L- RT
SEE DETAIL 18
TAL DDE=93 CY
ALLIE MARTIN, JR
KENNETH MART
15" CSP w/2
ELBOWS
F�IDGE PAVEMENT RELATIONSHI
Place Matting for Erosion Control
on Slope as Work Allows.
Sta. 148 + 00 to Sta. 15 7 + 00 -L- LT
Sta. 148 + 00 to Sta. 157 + 00 -L- RT
PROJECT REFERENCE NO.
U -3109A
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
EC-44/CONST.I4
HYDRAULICS
ENGINEER
LESLIE PLUMB & ' /
WILLIAM & JENNIFER PETTY' N
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EST GF 7 SY
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+/4 +/ -
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-L- Sta.147+89+/-
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2' —9" C&G
l' —6" C&G
FOR -L- PROFILE SEE SHEETS 36 & 37
FOR -YI6 - PROFILE SEE SHEETS 50 & 5/

-
TAIL DITCH
EST DDE +/- 36 CY
SEE DETAIL 5
BREACH EXIST DAM
AND DRAIN POND
20' GATE
is „� L•
A
E ' 5 T
EST a 14 •
,
,/
PUE
RIPRAP
20' GATE
HEAD DITCH
CLASS B RIPRAP
EST 13 TONS
EST GF 34 SY
EST DDE 18 CY
SEE DETAIL 39
w
0
Place Matting for Erosion Control
on Slope as Work Allows.
Sta. 157 + 00 to Sta. 159 + 00 -L- LT
Sta. 15 7 + 00 to Sta. 159 + 00 -L- RT
Sta. 161 + 00 to Sta. 164 + 00 -L- LT
Sta. 161 + 50 to Sta. 163 + 00 -L- RT
FLOATING
TURBIDITY
CURTAIN
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4 34 q
15" w/2
ELBOWS
CLASS 'B' RIPRAP
EST 2 TONS
EST GF 7 SY
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WILLIE DAVIS, JR. & JOAN DAVIS
CLASS ' IPRAP
EST +/-3 • S
HAZARDOUS SPILL BASIN #1 _.
SEE DETAIL 47
1.5 inch Skimmer
with 1.125 inch
Orifice Diameter
ID 15.1
LAT V-DITCH
STA 157 + 77
- STA 158 + 75 -L- RT
EST DDE=74 CY
SEE DETAIL 14
150.00' LT
CLASS I RI
EST 32
EST G
1
2 ELBO
RAP
ONS
SY
i
44 x22 x3
1.5 inch Skimmer
with 0.875 inch
Orifice Diameter
4 ft. weir
ID 15.4
175.63' RT
a
-Y16RPA- (JAMES WALKER DR.) &
-L- (NC 119 RELOCATION)
5,300
8,200
3,200
5,100
203520/5 AADT
8,200
/2,700
-Y16RPA-
L 10,300
15,800
- YI6RPA- POT Sto. 28+53.30 =
- L - POC Sta. /65+47.83
50 x22 x3
1.5 inch Skimmer
with 1.125 inch
Orifice Diameter
C3 9 ft. weir
(See Tiered Skimmer
Basin Detail)
ID 15.5
prommil
/A Iri:i1isi�Wu ■inu�.����
It�� i tip'
BASE DITCH
TA 162+25
- STA 162 + 35 -L- RT — —
SEE DETAIL 34
--- HEAD DITCH
EST DDE +/- 16 CY
DETAIL 27
3 TONS
50.00' RT
EST
+35.00-Y16RPA-
TAIL DITCH
+/- 7 CY
IL 40
+ 05.00 -Y
cl
CLASS 'B'
RI PIVAP
kip 11 TONS
F E GF 28 SY
/
, 40*
c;f7141 7ftcH
6RP
00
Modified Silt Basin
Type 'B'
50 x 22 x 3
9 ft. weir
See Tiered Skimmer
Basin Detail)
ID 15.5
'43'20" W
s
N
S') BRETT M. MICHEAL & LISA W. NESBITT
PROJECT REFERENCE NO.
U -3/09A
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
EC-45/CONST.I5
HYDRAULICS
ENGINEER
ALBERT SHAW HEIRS
ALBERT SHAW HEIRS
T 2' BASE DITCH W/CL 'B' RIP
STA 26+00 - STA 26+50-Y16RPA- RT
EST 34 TONS
EST GF 86 SY
SEE DETAIL 15
CLASS 'B' RIPRAP
EST 3 TONS
ST GF 10 SY
+10.00-Y16RPA-
100.00' RT
120.00' RT
o
p0
VERONICA SMITH
FINAL GRADING
EROSION CONTROL FOR
CONSTRUCTION SHEET 15
MELVIN KING
+74.03
530.81'
V.i
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FOR -L- PROFILE SEE SHEET 37
FOR -YI6RPA- PROFILE SEE SHEET 52

PROJECT REFERENCE NO.
U -3109A
SHEET NO.
EC-57/CONST.27
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
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SEE DETAIL 40
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180 x 40 x 3
2.5 inch Skimmer
with 2.25 inch
Orifice Diameter
31 ft. weir
ID 27.2
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x
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1.5 inch Skimmer
with 1.0 inch
Orifice Diameter
ID 27.1
WM 43 SUBSIDIARY LLC.
+ 80.00 -Y16RPA-
RICHARD HOLT
-
SPEC LAT 2' BASE DITCH W/CL ': IPRAP
STA 20+00 - STA 21+05 -Y16RP
EST 119 TO
EST GF 246 SY
CLASS 'B' RIPRAP SEE DETAIL 21
EST 3 TONS
EST GF 10 SY
+ 50.00 -Y16RPA-
+00.00 -Y16RPA-
-
E1P
PC Sta. 21+12.6
SLUICE
GATE
O•
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•
0
0
•
•
N 0 p7°4
340.3B
HAZARDOUS SPILL BASIN #3
SEE DETAIL 47
ALBERT SHAW HEIRS
TAIL DITCH
EST DDE +/- 23 CY
SEE DETAIL 29
I RIPRAP
ANKS ONLY
9 TONS
EST GF 14 SY
BERM DITCH
STA 21 + 00 - 23 + 90-Y16RPA- RT
DDE=76 CY
SPEC CUT DITCH
STA 23+50 -
STA 24 + 09-Y16RPA- RT
SEE DETAIL 31
0
co
0
NAD
3/95
TAIL DITCH
ST DDE +/- 13 CY
SEE DETAIL 40
CLASS 'B' RIPRAP
EST 11 TONS
EST GF 28 SY
DE
z
CO
0
u1
N
m
FINAL GRADING
EROSION CONTROL FOR
CONSTRUCTION SHEET 27
•
HEAD DITCH
ST DDE +/- 15 CY
SEE DETAIL 4I-
S p6°0
187.99
HEAD DITCH
EST DDE +/- 43 CY
CLASS B RIPRAP
EST 33 TONS
EST GF 68 SY
SEE DETAIL 42
ALBERT SHAW HEIRS
DB 116 PG 226
VERONICA SMITH
a
01
0
ti
6
Place Matting for Erosion Control
on Slope as Work Allows.
Sta. 14 + 50 to Sta. 16 + 50-Y16RPA- RT
Sta. 17 + 00 to Sta. 18 + 00-Y16RPA- LT
FOR-YI6RPA- PROFILE SEE SHEET 52