U-5536_Permit_dwgs_Modification_Site_1_20240328

EOI
DUCT BANK
216 FO
216 FO 432 FO
432 FO
DUCT BANK
DUCT BANK
DUCT BANK DUCT BANK
DUCT BANK432 FO432 FO
432 FO
216 FO 216 FO 216 FO
216 FO
432 FO
X2CAB.
EOI
DUCT BANK
DUCT BANK DUCT BANK
DUCT BANK
DUCT BANK DUCT BANK
DUCT BANK
432 FO
432 FO
432 FO
432 FO
432 FO
432 FO
432 FO
432 FO
216 FO
216 FO
216 FO
216 FO216 FO
216 FO
216 FO
6 FO
432 FO
BEGIN JS
Grapevine
Rd.
Shallowford Rd.
Shallowford Rd.
Lewisville-vienna
Rd.
Hauser
Dr.
Lasley
Rd.
Williams
Rd.
Church
Rd.
Shallowford
Rd.
Williams
Rd.
Grapevine
Rd.
Conrad
Rd.
Franklin
Rd.
Rd.
Conrad-Sawmill
Lewisville-Clemmons
Rd.
Lewisville-Clemmons
ReynoldsRd.
Reynolds
Rd.
Lasley
Rd.
Grapevine
Rd.
Shallowford
Rd.
.06
1.35
.38
.11
1.02
.21
.10
1.01
.49
1.31
.43
1.53
.31
1.20
1.11
.27
.39
1.83
.48
1.55
.33
.31
.64
.65
.66
.44
.94
1.57
1171
1171
1173
1173
1001
1001
1001
1305
1175
1156
1308
1307
1001
1307
1308
1156
1160
1160
1001
1310
1305
3701
1312
1161
421
421
BA
BB
i/p
WETLAND AND SURFACE WATER IMPACTS PERMIT
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Roadway\Proj\U5536_Hyd_prm
_tsh_2.dgn
M
I ENGINEERING
3/28/2024
PERMIT MODIFICATION (SITE 1) 3-28-24
APPROVED 10-30-23
-Y2-
-Y3-
-L- POC STA. 70+44.54
END TIP PROJECT U-5536
-L-
-L-
THIS PROJECT IS WITHIN THE TOWNSHIP OF LEWISVILLE.
FORSYTH COUNTY
GRADING, DRAINAGE, AND PAVING
U
-5536
U-5536
N/A
DAVID Z. KEISER, P.E.
2018 STANDARD SPECIFICATIONS
N/A
8,200
ADAM M. CONRAD, P.E.
CONNIE K. JAMES, P.E.
40
MINOR COLLECTOR
FUNC CLASS =
LENGTH ROADWAY TIP PROJECT U-5536
TOTAL LENGTH TIP PROJECT U-5536
1.130 MILES
1.130 MILES
44108.1.2
2040
%
60
12
3
%
%K
%1TTST %2DUALS
D
T
V
=
=
=
=
=
=MPH
ADT
ADT

0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
09/08/99
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
0
See Sheet 1-A For Index of Sheets
28-MAR-2024 17:08
N:\NC Hydro\M18013_U-5536_Forsyth Co\Roadw
ay\Proj\U5536_Hyd_prm
_tsh_2.dgn
ljohns AT LINDA092017-PC
CONTRACT:
TIP PROJECT:
ARTMEN
N
A
S
O H
DEP
T OF TRA SPORT
TION
TATE OF N RT
CAROLINA
Prepared in the Office of:
VICINITY MAP
NCDOT CONTACT
50 25 50 100
50 25 50 100
10 20105
P.E.
See Sheet 1-B For Conventional Symbols
=
=
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
N.T.S.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
421
421
==
-L- POT STA. 10+77.76
BEGIN TIP PROJECT U-5536
DRIVE
SUNNY ACRES
GREAT WAGON ROAD
-RABT1-
-Y4-
ROAD
TOM VOSS
STREET
DAVID MCKEE
-RABT2-
-Y1A-
-Y5-
-RABT3-
ROADGREAT WAGON
STREET
STYERS
CIRCLE
CONRAD
-Y8-
-Y1B-
LANE
ESSO
-Y7-
-RABT4-
BRIAR CREEK MANOR
LOWES FOODS DRIVE
-Y9-
-Y9- POC STA. 13+95.00
END CONSTRUCTION
-Y9- POT STA. 12+15.00
BEGIN CONSTRUCTION
PROPOSED GREAT WAGON ROAD FROM SR 1001
ROAD)
(SHALLOWFORD
SR 1001
ROAD)
(SHALLOWFORD
SR 1001
ROAD)(WILLIAMSSR 1171
ROAD)
CLEMMONS
(LEWISVILLE
SR 1156
ROAD)
(SHALLOWFORD
SR 1001
ROAD)
(SHALLOWFORD
SR 1001
TO SR 1103
ROAD)
VIENNA
(LEWISVILLE
SR 1308
(SHALLOWFORD ROAD) TO SR 1308 (LEWISVILLE-
VIENNA ROAD) IN LEWISVILLE
ROAD)
(SHALLOWFORD
SR 1001
TO HWY 421
-Y3- POT STA. 12+30.98
BEGIN PAVING
-Y3- POT STA. 11+18.91
BEGIN CONSTRUCTION
STREET
NORTHDRIVE
BELNETTE
-Y1A- POT STA. 11+35.00
BEGIN CONSTRUCTION
-Y4- POT STA. 10+17.67
BEGIN CONSTRUCTION
-Y6- POT STA. 14+30.00
END CONSTRUCTION
-Y5- POC STA. 11+37.35
BEGIN CONSTRUCTION
-Y1A- POT STA. 16+00.00
END CONSTRUCTION
-Y6- POT STA. 10+18.02
BEGIN CONSTRUCTION
-Y7- POT STA. 10+18.12
BEGIN CONSTRUCTION
-Y8- POT STA. 12+10.10
BEGIN CONSTRUCTION
U-5536
PROJECT
END TIP
U-5536
PROJECT
BEGIN TIP
FERRY ROAD)
(STYERS
-Y10- POT STA. 11+95.00
BEGIN CONSTRUCTION
-Y10-
-Y6-
-Y10- POT STA. 13+76.19
END CONSTRUCTION
9
2024
MARCH 18, 2022
JUNE 18, 2024
-Y9--Y10-
-Y1A-
-Y5-
-Y6-
-Y8-
TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
44108.2.1
44108.2.2
R/W
UTIL
REID ACRES LANE
-L- POC STA. 71+31.65
END CONSTRUCTION
-Y8- POT STA. 18+33.32
END PAVING
-Y8- POC STA. 24+26.81
END CONSTRUCTION
-Y2- POC STA. 12+49.56
END PAVING
-Y2- POT STA. 13+05.00
END CONSTRUCTION
75% ROW PLANS
N/A
N/A
SITE 1
SITE 4
9
7
8
6
5
4
-L-
SITE 2
SITE 3
NA 2011
NAD 83/
SHEET 1 OF 12
PERMIT DRAWING
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
S
8" VC
8" PVC
8" PVC
8" PVC
15" RCP
CB
CB
CB
CB
CB
DIDI12" PVC
12" PVC
15" RCP
18" RCP
18" RCP
CB
CB
CB
CB
CB
CB
18" RCP
18" RCP
18" RCP
24" RCP
DI
24" HDPE
15" CMP
18" RCP
18" CMP
DI
DI
24" RCP
15" RCP
18" RCP
24" RCP
CB
CB
CB
CB
15" HDPE
15" HDPE
24" HDPE
18" RCP
18" RCP
CB
CB
CB
24" RCP
CB
DI
DI
DIDI24" RCP
24" RCP
30" RCP
36" RCP
15" RCP
JB
15" RCP
JBJB
W
12" RCP
TOWN OF LEWISVILLE
CHARLIES PLACE LLC
TOWN OF LEWISVILLE
MELVIN G SHEETS & JAQUELYN S HARRELL
TOWN OF LEWISVILLE
STEPHANIE SURRATT
LANIER WILLIAMS REAL ESTATE LLC
FORSYTH COUNTY
RODNEY L MESSER
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
BILLIE GRIMES
OLIVER J. GRIMES, SR &
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
CANDYCE S BROWN
JAMES E PLUMMER &DEVELOPMENT LLC
SOLOMON
TERESA STEELMAN
PHILIP R. STEELMAN &
GALE W. KEY
BOBBY RAY &
ASSOCIATES LLC
GUARDIAN
LT LT
LT
LT
LT
PAVED
1SBKBUS
2SBKBUS
GR
LT
LT
LT
LT
LT
LT
LT
LT
LT LTLT
LT
LT
LTLTLT
LT
LT
LT
LT
LT
LT
LTLT
S
BLDG
WAGON
COVERED
48" CONC
LT
S
96" CONC
96" CONC
96" CONC
LT
LT
LT
LT
LT
1SFD
PAVED
PAVED
LT
PAVED
2SBKBUS
1SBKBUS
LT
S
S
96" CONC
S S
60" CONC
60" CONC 84" CONC
24" C&G
48" CONC
CONC
60"
S
MB
LT
S
GAZ
WALL
BK RET
CONC
12" RCP
CONC
1SBKD
36" CONC
PAVED
12" CLAY
GR
60" CONC
PLAY GRD
24" C&G96" CONC
24" C&G
DK
15" RCP
CONC
BK RET WALL
WALL
BK RET
1SBK&BLKBUS
LT
CONC 6" C&G
PAVED
LT
LTLT
LT
60" CONC
24" C&G
48"CONC
CONC CONC
1SFBUS
W
60" CONC
96" CONC
LT
PLAY GROUND
S
15' BK
12' BK
WALL
BK
96" CONC
84" CONC
LT
9' CONC
60" CONC
LT
LT
LT
S
LT
LT
W/LT
W/LT
W/LT
DITCH
DITCH
BRANCH
BRANCH
BRANCH
BRANCH
DITCH
BM2
EXIST R/W
CONC
RAMP
WD
W/LT
GR
54" WI
CONC
S
1SBKD
DB 2498 PG 4079
EASE. FOR REMAINING UTILITIES
DB 2498 PG 3294
BELNETTE RD CLOSED PER
EIPEIP
JAMES O WILSON, ET AL
BETTIE WILSON &
EASE(PB42 PG31)
TEMPORARY CONST.
EASE(PB42 PG31)
PERM. DRAINAGE
INV=955.87
TOP LID=960.95OUT=957.95
INV=955.34
TOP=962.25
IN=959.45
OUT=957.93
TOP=965.41
IN=961.36
OUT=961.01TOP=965.38
OUT=962.55
TOP=965.70
IN =961.41
OUT=961.41
TOP=963.88
OUT=959.28
TOP=965.57
IN=960.43
OUT=960.07
TOP=964.05
OUT=959.05
TOP=966.70
TOP=968.84
IN=963.37
OUT=963.29
IN=963.29
OUT=963.37
TOP=963.74
OUT=957.84
IN=957.84
TOP=951.68
OUT=945.01
TOP=951.33
IN=944.69
OUT=944.68
TOP=949.22
IN (18")=944.45
IN (24")=943.89
OUT=943.75
TOP=950.36
TOP LID=947.76
IN=947.58
TOP=949.15
OUT=947.50
IN=943.22
OUT=943.15
TOP LID=945.49
IN=941.49
OUT=941.49
TOP=950.41
INV=948.02
TOP=950.43
IN (24")=947.05
IN (15")=946.91
OUT=946.89
TOP=953.68
OUT=948.78
TOP=954.13
OUT=951.53
TOP=961.60
OUT=954.10
IN=954.20
INV=940.91
INV=941.01
INV=941.10
TOP LID=945.02
IN=940.92
OUT=940.92
TOP=956.43
IN (15")=954.54
IN (18")=953.88
OUT=953.50
TOP=956.74
OUT=954.64TOP=955.54
OUT=945.54
IN (FROM SW)=945.64
IN (FROM NE)=945.54
TOP=954.67
IN=952.08
OUT=951.49
TOP=954.86
OUT=952.81
TOP=956.15
OUT=947.35
IN=947.35
TOP=955.47
IN (18")=951.42
IN (15")=951.31
OUT=951.13
INV=951.10
TOP=956.05
IN=953.80
OUT=953.60
TOP=954.67
OUT=952.56
TOP=956.56
OUT=948.74
IN=948.76
TOP=956.37
OUT=954.40
TOP=957.91
OUT=950.28
IN=950.28
EASE(PB42 PG31)
TEMPORARY CONST.
EASE(PB42 PG31)
PERM. DRAINAGE
EXIST R/W(PB42 PG31)
EXIST RW(PB42 PG31)
EXIST R/W(PB42 PG31)
(PB42 PG31)
EXIST R/W
EXIST R/W(PB42 PG31)
EXIST R/W(PB42 PG31)
EXIST R/W(PB42 PG31)
(PB42 PG31)
EXIST R/W
(PB42 PG31)
EXIST R/W
LAWSON
TIMOTHY LEE
EXIST R/W=PROP LINE
15" STL
15" STL
15" STL
LLC
SOLOMON DEV.
BAPTIST MEDICAL CTR
WAKE FOREST UNIV.
30.00'
30.0'
(30.3')
VAR
EXIST R/W
PROP LINE
EXIST R/W=
(31.9')
VAR
NORTH ST. (PAVED VARIES)
BELNETTE DR. (18' PAVED)
GREAT WAGON RD. (36' PAVED)
DAVID McKEE ST. (PAVED VARIES)
R/W
EXIST
EXIST R/W=PROP LINE
60.00'
EXIST R/W
EXIST R/W
R/W
EXIST
EXIST R/W
EXIST R/W
60.00'
58.7'(VAR)
60.0'
60.0'
60.0'
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
60.00'
8"DI 8"DI 8"DI
8"VC/DI
EASEMENT
UTILITY
UTILITY EASEMENT
EIP
(BENT)
EIP
EIP
27.3'(VAR)
EXIST R/W=PROP.LINE
TO INV)
(UNABLE
l
I
60"CONC
BATH
1SBK
W/BK WALK
TRELLIS
IN(18"CMP)=951.49
IN(18"RCP)=949.04
IN(15")=949.74
W/30"C&G
PAVED
RAP
RIP-
NO OUTLETTO SHALLOWFORD RD
24"RCP
36' PAVED W/30"C&G
SHALLOWFORD RD. (SR 1001)
60" CONC
60" CONC
W/6"CURB
PAVED
WALL
BK RET
WALL
BK RET
aaa
I
a
CUT & EXPOSED
(2) T LINES
4
III II
H
IIII
I
Iaaaaa
a
c
c
b
bQ
I
I
a
Q
a
IN PNG HH
PROTECTION
CATHODIC
UNDERGROUND
EOI
EOI
EOI
EOI
EOI
EOI
6" DI
6" DI
4" STEEL
4" STEEL
6" DI
6" DI 12" DI
2" STEEL
6" DI
6" DI
12" DI
8" DI
6" DI
6" DI
EASE
UTIL
NORTH ST. (20' PAVED)
3" PLAS
4" STL
18"RCP
4"STL
CONC
36"
& GIFTS LLC
TEXTURE SALON
JAMES O WILSON, ET AL
BETTIE WILSON &
FORSYTH COUNTY
LANIER WILLIAMS REAL ESTATE LLC
JERRY O. SHEETS
JACQUELYN S HARRELL &
MELVIN G SHEETS
JAQUELYN S HARRELL
MELVIN G SHEETS &
PAVED
GR
CONC
1SFBUS
72"CONC
T
EOI
DUCT BANK
216 FO
216 FO 432 FO
432 FO
DUCT BANK
432 FO
216 FO
CB
REMOVE
CB
REMOVE
CB
CB
REMOVE
REMOVE
CB
CB
15"15"
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
OUTLET PROTECTION
MIN D
CB
MIN D
CB
MIN D
CB
REMOVE
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
MIN D
CB
15"
15" RCP-V
RCP-V
15"
18"
REMOVE
CB
4 LF PIPE
REMOVE
COLLAR AND EXTEND
CB
Adj.
CB
CB CB
CB
GRADE TO DRAIN
DI SEE CROSS SECTIONS
SPECIAL SHOULDER GRADING
CB
CBCB
REMOVE
15" RCP-V
15" RCP-V 15"
18" RCP-III
15" RCP-V
RETAIN
18" RCP-III
15"RCP-V
DICB
CB
REMOVE
RETAIN
RETAIN
GRADE TO DRAIN
15" RCP-V
15" RCP-V
CB
MIN D
CB
15" RCP-IV
18"
18"15" RCP-V
CB
2:1 2:1
D
( Not to Scale)
STANDARD 'V' DITCH
L=45', S=0.33%, DDE=6 CY
TO STA. 12+65, 92' RT
FROM Y4 STA. 12+59, 47' RT
Min. D=1 Ft.
DETAIL 5D
Ground
Natural
Ground
Natural
SEE DETAIL 5D
STANDARD 'V' DITCH
COLLAR AND EXTEND
15" RCP-V
GRADE TO DRAIN
SEE DETAIL 5C
SPECIAL LATERAL 2' BASE DITCH
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
36"
RCP-III
30"
15"
FLOWABLE FILL
SEE DETAIL 5A
CURB CUT DITCH
SPECIAL BACK OF
2:1 D
B
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
FROM L STA. 28+21 TO STA. 28+61 RT
DETAIL 5C
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 5B
EST 73 TONS, EST 226 SY GF
TOE PROTECTION
CB
30" RCP-III
30" RCP-III
DO NOT BURY
BURY
DO NOT
56 SY GEOTEXTILE
28 TONS CL I RIP RAP
SEE DETAIL 5E
BANK STABILIZATIOIN
24 SY GEOTEXTILE
9 TONS CL I RIP RAP
SEE DETAIL 5E
BANK STABILIZATIOIN

FROM L STA. 27+60 TO STA. 30+50 LT.
Fill Slope
2:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= B Rip-Rap
b
DETAIL 5B
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
30" RCP-III
36"
RCP-III
30" RCP-III
30"
30" RCP-III RCP-III
18"
( Not to Scale)
2:12:1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM L STA. 25+22 TO STA. 27+36 LT.
DETAIL 5F
b=3 Ft.
B=2 Ft.
Min. D=1.2 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 5F
LATERAL 2' BASE DITCH
10 SY GEOTEXTILE
3 TONS CL B RIP RAP
OUTLET PROTECTION
(Variable)
Channel Bed
(TYP)
2ft
Bottom Until Refusal (Typ)
Press Riprap into Channel
1.5:1 OR FLATTER
d
FLATTER
1.5:1 OR Minimum of 1ft (TYP)
Tuck Geotextile a
28-M
AR-2024 16:58
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Hydraulics\PERM
ITS_Environm
ental\Drawings\U5536_Hyd_prm
_psh_05_2.dgn
ljohns AT LINDA092017-PC
5/14/99 SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
ENGINEER
HYDRAULICS

REVISIO
NS
M
ATCH LIN
E -L- PO
T STA. 38+
00.00 SEE SHEET 6
MATCH LINE -L- POT STA. 24+
00.00 SEE SHEET 4
U-5536
1011 Schaub Drive
Raleigh, NC 27606
NC COA No. P-0671
Suite 100
MI Engineering, PLLC
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Hydraulics\PERM
ITS_Environm
ental\Drawings\U5536_Hyd_prm
_psh_05_2.dgn
M
I ENGINEERING
3/28/2024
5
SITE 1
PLAN VIEW
4 OF 12 FOR ENLARGEMENT
SEE PERMIT DRAWING SHEET
( Not to Scale)
Elevation
Natural Bed
Ground
Natural
Ground
Natural
Geotextile*
18"
PIPE INLET/OUTLET BANK STABILIZATION
DETAIL 5E
Est.= See Below Tons of Class I Rip-Rap, Keyed-In
d= See Below
Length= See Below
on Jurisdictional Streams
2ft Outside Top of Ditch Slopes
*Rip-Rap to be Installed to
9 Tons RipRap, 24 SY Geotextile, DDE=9CY
L STA. 28+21 RT, L=12', d=1.0'
28 Tons RipRap, 56 SY Geotextile, DDE=19CY
L STA. 27+55 LT, L=30', d=2.8',
C
C
C
C
F
F
F F
F
F
F
F
F
C
F
F
C
C
F
C
F
F
FFF
C
C
C
C
C
C
5
8
9
10
15
12
13
14
16
16
7
11
6B
21A
11
PROP. R/W
+67.00
30.00' RT
+71.00
39.00' LT
+37.00
52.00' LT
EX. R/W
+32.00
EX. EASEMENT
+00.00
25
30
35
-Y4- POT STA. 10+17.67
BEGIN CONSTRUCTION
-Y9- POT STA. 12+15.00
BEGIN CONSTRUCTION
-Y9- POC STA. 13+95.00
END CONSTRUCTION
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
10' CONC. SIDEWALK
5' CONC. SIDEWALK
10' CONC. SIDEWALK
5' CONC. SIDEWALK
5' CONC. SIDEWALK
10' CONC. SIDEWALK
CR
CR
CR
CR
CRCR
CR
CR
CRCR
CR
CR
SIDEWALK
5' CONC.
SIDEWALK
10' CONC.
15
SIDEWALK
10' CONC.
DRIVEWAY
6" CONC.
15
-Y10- POT STA. 11+95.00
BEGIN CONSTRUCTION
-Y10- POT STA. 13+76.19
END CONSTRUCTION
-L- POT STA. 32+71.93
BEGIN CONST.
-L- POT STA. 33+12.26
END CONST.
CR CR
HISTORIC MARKER
DO NOT DISTURB
HISTORIC MARKER
DO NOT DISTURB
CR
CR
18" RCP-IV
30"
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0'50'100'150'50'
NAD 83/NA 2011
SHEET 2 OF 12
PERMIT DRAWING
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
S
8" VC
8" PVC
8" PVC
8" PVC
15" RCP
CB
CB
CB
CB
CB
DIDI12" PVC
12" PVC
15" RCP
18" RCP
18" RCP
CB
CB
CB
CB
CB
CB
18" RCP
18" RCP
18" RCP
24" RCP
DI
24" HDPE
15" CMP
18" RCP
18" CMP
DI
DI
24" RCP
15" RCP
18" RCP
24" RCP
CB
CB
CB
CB
15" HDPE
15" HDPE
24" HDPE
18" RCP
18" RCP
CB
CB
CB
24" RCP
CB
DI
DI
DIDI24" RCP
24" RCP
30" RCP
36" RCP
15" RCP
JB
15" RCP
JBJB
W
12" RCP
TOWN OF LEWISVILLE
CHARLIES PLACE LLC
TOWN OF LEWISVILLE
MELVIN G SHEETS & JAQUELYN S HARRELL
TOWN OF LEWISVILLE
STEPHANIE SURRATT
LANIER WILLIAMS REAL ESTATE LLC
FORSYTH COUNTY
RODNEY L MESSER
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
BILLIE GRIMES
OLIVER J. GRIMES, SR &
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
CANDYCE S BROWN
JAMES E PLUMMER &DEVELOPMENT LLC
SOLOMON
TERESA STEELMAN
PHILIP R. STEELMAN &
GALE W. KEY
BOBBY RAY &
ASSOCIATES LLC
GUARDIAN
LT LT
LT
LT
LT
PAVED
1SBKBUS
2SBKBUS
GR
LT
LT
LT
LT
LT
LT
LT
LT
LT LTLT
LT
LT
LTLTLT
LT
LT
LT
LT
LT
LT
LTLT
S
BLDG
WAGON
COVERED
48" CONC
LT
S
96" CONC
96" CONC
96" CONC
LT
LT
LT
LT
LT
1SFD
PAVED
PAVED
LT
PAVED
2SBKBUS
1SBKBUS
LT
S
S
96" CONC
S S
60" CONC
60" CONC 84" CONC
24" C&G
48" CONC
CONC
60"
S
MB
LT
S
GAZ
WALL
BK RET
CONC
12" RCP
CONC
1SBKD
36" CONC
PAVED
12" CLAY
GR
60" CONC
PLAY GRD
24" C&G96" CONC
24" C&G
DK
15" RCP
CONC
BK RET WALL
WALL
BK RET
1SBK&BLKBUS
LT
CONC 6" C&G
PAVED
LT
LTLT
LT
60" CONC
24" C&G
48"CONC
CONC CONC
1SFBUS
W
60" CONC
96" CONC
LT
PLAY GROUND
S
15' BK
12' BK
WALL
BK
96" CONC
84" CONC
LT
9' CONC
60" CONC
LT
LT
LT
S
LT
LT
W/LT
W/LT
W/LT
DITCH
DITCH
BRANCH
BRANCH
BRANCH
BRANCH
DITCH
BM2
EXIST R/W
CONC
RAMP
WD
W/LT
GR
54" WI
CONC
S
1SBKD
DB 2498 PG 4079
EASE. FOR REMAINING UTILITIES
DB 2498 PG 3294
BELNETTE RD CLOSED PER
EIPEIP
JAMES O WILSON, ET AL
BETTIE WILSON &
EASE(PB42 PG31)
TEMPORARY CONST.
EASE(PB42 PG31)
PERM. DRAINAGE
INV=955.87
TOP LID=960.95OUT=957.95
INV=955.34
TOP=962.25
IN=959.45
OUT=957.93
TOP=965.41
IN=961.36
OUT=961.01TOP=965.38
OUT=962.55
TOP=965.70
IN =961.41
OUT=961.41
TOP=963.88
OUT=959.28
TOP=965.57
IN=960.43
OUT=960.07
TOP=964.05
OUT=959.05
TOP=966.70
TOP=968.84
IN=963.37
OUT=963.29
IN=963.29
OUT=963.37
TOP=963.74
OUT=957.84
IN=957.84
TOP=951.68
OUT=945.01
TOP=951.33
IN=944.69
OUT=944.68
TOP=949.22
IN (18")=944.45
IN (24")=943.89
OUT=943.75
TOP=950.36
TOP LID=947.76
IN=947.58
TOP=949.15
OUT=947.50
IN=943.22
OUT=943.15
TOP LID=945.49
IN=941.49
OUT=941.49
TOP=950.41
INV=948.02
TOP=950.43
IN (24")=947.05
IN (15")=946.91
OUT=946.89
TOP=953.68
OUT=948.78
TOP=954.13
OUT=951.53
TOP=961.60
OUT=954.10
IN=954.20
INV=940.91
INV=941.01
INV=941.10
TOP LID=945.02
IN=940.92
OUT=940.92
TOP=956.43
IN (15")=954.54
IN (18")=953.88
OUT=953.50
TOP=956.74
OUT=954.64TOP=955.54
OUT=945.54
IN (FROM SW)=945.64
IN (FROM NE)=945.54
TOP=954.67
IN=952.08
OUT=951.49
TOP=954.86
OUT=952.81
TOP=956.15
OUT=947.35
IN=947.35
TOP=955.47
IN (18")=951.42
IN (15")=951.31
OUT=951.13
INV=951.10
TOP=956.05
IN=953.80
OUT=953.60
TOP=954.67
OUT=952.56
TOP=956.56
OUT=948.74
IN=948.76
TOP=956.37
OUT=954.40
TOP=957.91
OUT=950.28
IN=950.28
EASE(PB42 PG31)
TEMPORARY CONST.
EASE(PB42 PG31)
PERM. DRAINAGE
EXIST R/W(PB42 PG31)
EXIST RW(PB42 PG31)
EXIST R/W(PB42 PG31)
(PB42 PG31)
EXIST R/W
EXIST R/W(PB42 PG31)
EXIST R/W(PB42 PG31)
EXIST R/W(PB42 PG31)
(PB42 PG31)
EXIST R/W
(PB42 PG31)
EXIST R/W
LAWSON
TIMOTHY LEE
EXIST R/W=PROP LINE
15" STL
15" STL
15" STL
LLC
SOLOMON DEV.
BAPTIST MEDICAL CTR
WAKE FOREST UNIV.
30.00'
30.0'
(30.3')
VAR
EXIST R/W
PROP LINE
EXIST R/W=
(31.9')
VAR
NORTH ST. (PAVED VARIES)
BELNETTE DR. (18' PAVED)
GREAT WAGON RD. (36' PAVED)
DAVID McKEE ST. (PAVED VARIES)
R/W
EXIST
EXIST R/W=PROP LINE
60.00'
EXIST R/W
EXIST R/W
R/W
EXIST
EXIST R/W
EXIST R/W
60.00'
58.7'(VAR)
60.0'
60.0'
60.0'
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
60.00'
8"DI 8"DI 8"DI
8"VC/DI
EASEMENT
UTILITY
UTILITY EASEMENT
EIP
(BENT)
EIP
EIP
27.3'(VAR)
EXIST R/W=PROP.LINE
TO INV)
(UNABLE
l
I
60"CONC
BATH
1SBK
W/BK WALK
TRELLIS
IN(18"CMP)=951.49
IN(18"RCP)=949.04
IN(15")=949.74
W/30"C&G
PAVED
RAP
RIP-
NO OUTLETTO SHALLOWFORD RD
24"RCP
36' PAVED W/30"C&G
SHALLOWFORD RD. (SR 1001)
60" CONC
60" CONC
W/6"CURB
PAVED
WALL
BK RET
WALL
BK RET
aaa
I
a
CUT & EXPOSED
(2) T LINES
4
III II
H
IIII
I
Iaaaaa
a
c
c
b
bQ
I
I
a
Q
a
IN PNG HH
PROTECTION
CATHODIC
UNDERGROUND
EOI
EOI
EOI
EOI
EOI
EOI
6" DI
6" DI
4" STEEL
4" STEEL
6" DI
6" DI 12" DI
2" STEEL
6" DI
6" DI
12" DI
8" DI
6" DI
6" DI
EASE
UTIL
NORTH ST. (20' PAVED)
3" PLAS
4" STL
18"RCP
4"STL
CONC
36"
& GIFTS LLC
TEXTURE SALON
JAMES O WILSON, ET AL
BETTIE WILSON &
FORSYTH COUNTY
LANIER WILLIAMS REAL ESTATE LLC
JERRY O. SHEETS
JACQUELYN S HARRELL &
MELVIN G SHEETS
JAQUELYN S HARRELL
MELVIN G SHEETS &
PAVED
GR
CONC
1SFBUS
72"CONC
T
EOI
DUCT BANK
216 FO
216 FO 432 FO
432 FO
DUCT BANK
432 FO
216 FO
CB
REMOVE
CB
REMOVE
CB
CB
REMOVE
REMOVE
CB
CB
15"15"
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
OUTLET PROTECTION
MIN D
CB
MIN D
CB
MIN D
CB
REMOVE
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
MIN D
CB
15"
15" RCP-V
RCP-V
15"
18"
REMOVE
CB
4 LF PIPE
REMOVE
COLLAR AND EXTEND
CB
Adj.
CB
CB CB
CB
GRADE TO DRAIN
DI SEE CROSS SECTIONS
SPECIAL SHOULDER GRADING
CB
CBCB
REMOVE
15" RCP-V
15" RCP-V 15"
18" RCP-III
15" RCP-V
RETAIN
18" RCP-III
15"RCP-V
DICB
CB
REMOVE
RETAIN
RETAIN
GRADE TO DRAIN
15" RCP-V
15" RCP-V
CB
MIN D
CB
15" RCP-IV
18"
18"15" RCP-V
CB
2:1 2:1
D
( Not to Scale)
STANDARD 'V' DITCH
L=45', S=0.33%, DDE=6 CY
TO STA. 12+65, 92' RT
FROM Y4 STA. 12+59, 47' RT
Min. D=1 Ft.
DETAIL 5D
Ground
Natural
Ground
Natural
SEE DETAIL 5D
STANDARD 'V' DITCH
COLLAR AND EXTEND
15" RCP-V
GRADE TO DRAIN
SEE DETAIL 5C
SPECIAL LATERAL 2' BASE DITCH
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
36"
RCP-III
30"
15"
FLOWABLE FILL
SEE DETAIL 5A
CURB CUT DITCH
SPECIAL BACK OF
2:1 D
B
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
FROM L STA. 28+21 TO STA. 28+61 RT
DETAIL 5C
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 5B
EST 73 TONS, EST 226 SY GF
TOE PROTECTION
CB
30" RCP-III
30" RCP-III
DO NOT BURY
BURY
DO NOT
56 SY GEOTEXTILE
28 TONS CL I RIP RAP
SEE DETAIL 5E
BANK STABILIZATIOIN
24 SY GEOTEXTILE
9 TONS CL I RIP RAP
SEE DETAIL 5E
BANK STABILIZATIOIN

FROM L STA. 27+60 TO STA. 30+50 LT.
Fill Slope
2:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner= B Rip-Rap
b
DETAIL 5B
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
30" RCP-III
36"
RCP-III
30" RCP-III
30"
30" RCP-III RCP-III
18"
( Not to Scale)
2:12:1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM L STA. 25+22 TO STA. 27+36 LT.
DETAIL 5F
b=3 Ft.
B=2 Ft.
Min. D=1.2 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 5F
LATERAL 2' BASE DITCH
10 SY GEOTEXTILE
3 TONS CL B RIP RAP
OUTLET PROTECTION
(Variable)
Channel Bed
(TYP)
2ft
Bottom Until Refusal (Typ)
Press Riprap into Channel
1.5:1 OR FLATTER
d
FLATTER
1.5:1 OR Minimum of 1ft (TYP)
Tuck Geotextile a
930
935
935
935
940
940
940
940
940
940
940
940
940
940
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950 950
950
950
950
950
955
955
955
955
955955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
955955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
960
960
960
960960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
960
965
965
965
965
965
965
965
965
965
965
965
965
965
965
965
965
965
965
965
965
965
965
970
970
970
970
970
970
28-M
AR-2024 16:58
N:\NC Hydro\M18013_U-5536_Forsyth Co\Hydraulics\PERMITS_Environmental\Drawings\U5536_Hyd_prm_psh_05_3_con.dgn
ljohns AT LINDA092017-PC
5/14/99 SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
ENGINEER
HYDRAULICS

REVISIO
NS
M
ATCH LIN
E -L- PO
T STA. 38+
00.00 SEE SHEET 6
MATCH LINE -L- POT STA. 24+
00.00 SEE SHEET 4
U-5536
1011 Schaub Drive
Raleigh, NC 27606
NC COA No. P-0671
Suite 100
MI Engineering, PLLC
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Hydraulics\PERM
ITS_Environm
ental\Drawings\U5536_Hyd_prm
_psh_05_3_con.dgn
M
I ENGINEERING
3/28/2024
5
4 OF 12 FOR ENLARGEMENT
SEE PERMIT DRAWING SHEET
SITE 1
PLAN VIEW
( Not to Scale)
Elevation
Natural Bed
Ground
Natural
Ground
Natural
Geotextile*
18"
PIPE INLET/OUTLET BANK STABILIZATION
DETAIL 5E
Est.= See Below Tons of Class I Rip-Rap, Keyed-In
d= See Below
Length= See Below
on Jurisdictional Streams
2ft Outside Top of Ditch Slopes
*Rip-Rap to be Installed to
9 Tons RipRap, 24 SY Geotextile, DDE=9CY
L STA. 28+21 RT, L=12', d=1.0'
28 Tons RipRap, 56 SY Geotextile, DDE=19CY
L STA. 27+55 LT, L=30', d=2.8',
C
C
C
C
F
F
F F
F
F
F
F
F
C
F
F
C
C
F
C
F
F
FFF
C
C
C
C
C
C
5
8
9
10
15
12
13
14
16
16
7
11
6B
21A
11
PROP. R/W
+67.00
30.00' RT
+71.00
39.00' LT
+37.00
52.00' LT
EX. R/W
+32.00
EX. EASEMENT
+00.00
25
30
35
-Y4- POT STA. 10+17.67
BEGIN CONSTRUCTION
-Y9- POT STA. 12+15.00
BEGIN CONSTRUCTION
-Y9- POC STA. 13+95.00
END CONSTRUCTION
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
10' CONC. SIDEWALK
5' CONC. SIDEWALK
10' CONC. SIDEWALK
5' CONC. SIDEWALK
5' CONC. SIDEWALK
10' CONC. SIDEWALK
CR
CR
CR
CR
CRCR
CR
CR
CRCR
CR
CR
SIDEWALK
5' CONC.
SIDEWALK
10' CONC.
15
SIDEWALK
10' CONC.
DRIVEWAY
6" CONC.
15
-Y10- POT STA. 11+95.00
BEGIN CONSTRUCTION
-Y10- POT STA. 13+76.19
END CONSTRUCTION
-L- POT STA. 32+71.93
BEGIN CONST.
-L- POT STA. 33+12.26
END CONST.
CR CR
HISTORIC MARKER
DO NOT DISTURB
HISTORIC MARKER
DO NOT DISTURB
CR
CR
18" RCP-IV
30"
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0'50'100'150'50'
NAD 83/NA 2011
SHEET 3 OF 12
PERMIT DRAWING
DI 24" RCP
30" RCP
36" RCP
MELVIN G SHEETS & JAQUELYN S HARRELL
ASSOCIATES LLC
GUARDIAN
BRANCH
BRANCH
DITCH
EASE(PB42 PG31)
PERM. DRAINAGE
TOP LID=945.49
OUT=941.49
INV=940.91
INV=941.01
INV=941.10
TOP LID=945.02
IN=940.92
OUT=940.92
EASE(PB42 PG31)
TEMPORARY CONST.
EASE(PB42 PG31)
PERM. DRAINAGE
EXIST R/W(PB42 PG31)
EXIST RW(PB42 PG31)
JAQUELYN S HARRELL
MELVIN G SHEETS &
REMOVE
CB
REMOVE
REMOVE CBCB
GRADE TO DRAIN
36"
FLOWABLE FILL
30" RCP-III
DO NOT BURY
BURY
DO NOT
36"
RCP-III
30" RCP-III
30"
30" RCP-III
5/14/99 SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.

1011 Schaub Drive
Raleigh, NC 27606
NC COA No. P-0671
Suite 100
MI Engineering, PLLC

ENGINEER
HYDRAULICS
REVISIO
NS
U-5536
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Hydraulics\PERM
ITS_Environm
ental\Drawings\U5536_Hyd_prm
_psh_05_4_enlarge.dgn
M
I ENGINEERING
3/28/2024
55
SITE 1
ENLARGEMENT PLAN
29
-L-
030
15 30
SCALE: 1"= 30' HORIZ.
28
27
NAD 83/NA 2011
F
F
F
C
C
9
11
2'-6" C&G
2'-6" C&G
10' CONC. SIDEWALK
5' CONC. SIDEWALK
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
LEGEND
SHEET 4 OF 12
PERMIT DRAWING
ESSO LN. (15' GR)
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
36" CMP
30" CMP
24" CMP
18" CMP
15" RCPCB
CB
CB
CB
CB
DI DI
15" RCP 15" RCP
12" HDPE
CB
CB
CB
DI
DI
DI
DI
15" RCP
18" RCP
15"HDPE
15"HDPE
15" CMP
8" VC
8" DI
8" VC
8" VC
8" VC
8" VC
8" VC
8" DI
8" VC
8" DI
24" RCP
CB
CB
CB
CB
DI
15" RCP
8" HDPE
8" HDPE
18" HDPE
U5536-5
UNKNOWN
END
15" HDPE
ANDREW P BOBOTSIARES
ANDREW P BOBOTSIARES
LDG 434AF&AM
WEST BEND MASONIC
MICHAEL R & JULIE COLLINS
JOHN W OWEN
JARVIS E & NAN JOHNSON
LEWISVILLE UNITED METHODIST CHURCH
JASON J CASERTANO
LDG #434 TRST
WESTBEND MASONIC
REX D & MARTHA B JENNINGS
THOMAS H FOWLER FAMILY LLC
THOMAS H FOWLER FAMILY LLC
LILLIE C HICKS
RALPH M HICKS
SHARON C WARREN
WHITE DENVER OIL CO INC
EIP
EIP
EIP
EIPEIP
EIP
REX D & MARTHA B JENNINGS
EIP
EIP
EIP
EIP
EIPNAIL
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP EIP
COMPANY
SONOMA BUILDING
TOWN OF LEWISVILLE
NAILP/K
LT
LT
PAVED
LT
42" CONC
LT
PAVED
LT
LT
S
LT
LT
2SBKBUS
1SFD
GR
PAVED
1SFD
PAVED
1SFD
42" CONC
LT
LT
LT
LT
60" CONC
PAVED
48" CONC
LT
LTLT
LT
LT
LT
LT
LT
PAVED
LT LT
LT
LT
LT
LT
LT
S
PAVED
PAVED
GR
GR
1SFD
24" CONC
1SFD
1SBKBUS
48" CONC
PAVED
1SBKBUS
LT
LT
GR
LT
GR
1SBK&BLKBUS
2SBK&BLKBUS
LT
PAVED
CONC
WALLBLK RET
CONC48"
PAVED
DK
GR
CONC
CONC
LT
MTW
TANK
SEPTIC
1SBKBUS
48" CHL
48" CHL
S
1SFD
1SFD
48" CHL
CONC
60" CHL
CONC
S
48" CHL
CONC
1S CHL
S
DKB
48"CHL
G
2SBK CHURCH
LT
PLAY GROUND
CONC
LT
60" CONC
48" BK W/WI
BK S
PAVED
S
DK
DK
DK
1SFD
CONC
PAVED
S
GR
CONC
60" CONC
LT
LT
LT
CONC
1SFBUS
1SFBUS
1SFBUS
1SFBUS
72" WD
WD GATE
GZCONC
24" C&G
60" CONC
2SFBUS
1SFBUS
84" CONC
S
LT
1SBKD
12" HDPE
60" CONC MTL
S
S
PAVED
48" CONC
CAN
METAL
DK
84" CONC
CONC
84" CONC
CONC
RUINS
GR
LT
BRANCH
DITCH
DITCH
DITCH
EIP
48" CHL
EIP
NAIL
P/K
NAIL
P/K
1SBKBUS
PAVED
BST CURB
SIGNHISTORICAL
LT
LT
LT
36" SR
CONC
60" CHL
S S
MTL
60" CHL
48" CHL
48"CONC
MTW
CAN
60.00'
60.00'
(SEE PB 46 PG 162)
EXIST R/W
(SEE PB 46 PG 162)
EXIST R/W
60.00'
TOP=945.05
OUT=941.65
TOP=943.75OUT=937.40
TOP=949.74IN=946.84OUT=946.74
TOP=943.73OUT=938.43
TOP=949.95
TOP=944.20
OUT=947.35
OUT=940.40
TOP=945.87IN=941.57OUT=941.17
TOP=953.38OUT=946.58
TOP=954.80IN=951.95OUT=951.70OUT=949.98
TOP=955.46
TOP=947.09
OUT=943.75
TOP=947.80OUT=942.96
IN=942.96
TOP=943.16
OUT=939.77
TOP=947.53
OUT=945.23
TOP=947.52
IN=943.94
OUT=943.67 TOP=947.20
OUT=944.50
TOP=951.08OUT=944.62
IN=944.68
TOP=946.40
IN=944.85
OUT=944.85
TOP=947.66
IN=946.06
OUT=946.06
TOP=957.30
OUT=948.06
IN=948.09
TOP=952.79
OUT=944.69IN=944.69
TOP=947.85
OUT=946.83
INV=943.74
INV=944.55
TOP=951.72
OUT=949.42
TOP=951.47
OUT=948.07
TOP=951.42
OUT=947.52
TOP=951.89
TOP LID=950.22
IN=947.07
OUT=945.52
TOP=951.50
IN=947.92
OUT=947.78
GREAT WAGON RD. (36' PAVED)
GREAT WAGON RD. (36' PAVED)T/A LEW AUTO SER
REICH W S INC
RICHARD STIMSON
FOWLER FAMILY LLC
THOMAS H
TAYLOR
DAVID E
60.00'
60.00'
R/W
EXIST
R/W
EXIST
EXIST R/W
EXIST R/W
EXIST R/W(PB 19 PG 100)
EXIST R/W
EXIST R/W
SANDRA M SPACH
TANYA M TISE &
MNGMNT LLC
J&K PROPERTY
MNGMNT LLC
J&K PROPERTY
MNGMNT LLC
J&K PRPRTY
QUIRANTE D. A. DOSDOS
RYAN L REEDY &
EXIST R/W
EXIST R/W45.00'
935.47
INV=
(DB 1726 PG 2080)ACCESS EASE
MTW
UTIL.EASE
10'UTIL EASEMENT
10'UTIL EASEMENT
MAG
MB
(BENT)
EIP
END UNK
IN (24")=937.63
IN (30")=937.40
(SEE PB 46 PG 162)
EXIST R/W
(PB 46 PG 162)
EXIST R/W
30"CMP
12"PVC
DI
TOP=944.45'
(DATUR)
INV=937.5'
OUT=943.05IN(SW)=943.07IN(NE)=943.13
24" RCP
BASE
CONC
W/24"C&GPAVED
W/24"C&GPAVED
GR
W/24"C&G
PAVED
AXLE
CONRAD CIR. (19' PAVED)
TO SHALLOWFORD RD
SHALLOWFORD RD. (SR 1001)
36' PAVED w/30"C&G
UNKEND
60" CONC
60" CONC
IN(24")=947.62
IN(15")=947.62
24"RCP
15"RCP
DI
60"CONC
15"RCP
RAP
RIP-
END UNK
INV=943.21
INV=943.36
IN(30")=938.73
IN(15")=939.73
HDPE
15"
15"RCP
CHRISTIE B SEVERINO
PHILIP F &
CRYSTAL R LILLY
AARON L &
ca
a
I I
a
H
I
a
I
a
a
a
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Ha
I
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H
a
a a
a
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a
a
a
a
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EORI EORI
EORI
GM
(2)
a
END
EOI
T
|T
(PNG)
NO INFO
SANITARY-
PRIVATE
6" STEEL
6" STEEL
6" STEEL
8" DI
8" DI
8" DI
8" DI
12" DI
12" DI12" DI
12" DI
6" DI
12 "
8" DI
4" STEEL
2" PLASTIC
4" STEEL
4" STL
END UNK
LT
LT
BEROTH OIL COMPANY
SHARON C WARREN
(38' PAVED SR 1308)
LEWISVILLE VIENNA RD.
FAMILY LLC
THOMAS H FOWLER
GLORIA C LUCAS
WILLIAM W &
ASSOCIATION TRUSTEE
US BANK NATIONAL
15" HDPE
2"PVC
6PVC
REX D & MARTHA B JENNINGS
GR
GR
TOP=948.94'IN=941.94'OUT=941.94'
IN=942.19'
T
HH
HH
HH
HH
T
EOI
EOI
EOI
DUCT BANK
DUCT BANK DUCT BANK
DUCT BANK
DUCT BANK
432 FO
432 FO
432 FO
432 FO
432 FO
216 FO
216 FO
216 FO
216 FO216 FO
216 FO
216 FO
25 PR
432 FO
IN=940.55
TOP=945.10OUT=940.43
MAPLE TREE INVESTMENTS LLC
MAPLE TREE INVESTMENTS LLC
POND
RETENTION
CONCCONC
CONC
CONC
PAVED
PAVED
1SBKBUS
DI
EORI
a
CONC
GTD
GTD
GTD GTD
GTD
PLUG
PLUG
PLUG
P
P
P
P
15" RCP-III
15" RCP-III
CB
CB
CB
18" RCP-III
15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
FLOWABLE FILL
REMOVE
REMOVEREMOVE
REMOVE
SEE DETAIL 7A
SPEC. LAT 'V' DITCH
CB
DI
CB
CB
DI
CB
CB
CB
CB
REMOVEREMOVEREMOVEREMOVEREMOVE
RETAIN
REMOVEREMOVEREMOVEREMOVEREMOVEREMOVE
REMOVE
REMOVEREMOVEREMOVE
REMOVE
24"
18"
18"
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
CB
CB
CB
DI
CB
DI
CB
CB
CB
CB
DI
DI
CB
DI
30 SY GEOTEXTILE
15 TONS CL I RIP RAP
OUTLET PROTECTION
RETAIN
RETAIN
RETAIN
36" RCP-IV
36"
JB w/MH
15" RCP-III
CB 15" RCP-IV
2GI-D
CB
CB
CB
CB
REMOVE
DI
CB
15" RCP-IV
15" RCP-IV
CB
CB
CB
CB
CB
948.1993
15" RCP-IV
15" RCP-IV
15"
15" RCP-IV
15"
15"
DIMIN D
CB
JB w/MH
CB
CB
d
2:1
B
D
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
FROM L STA. 54+34 TO STA. 56+50 RT
Slope
Fill
DETAIL 7C
B=2 Ft.
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
15" RCP-IV
15"
RCP-IV CB
CB
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
RETAIN RETAIN
RETAIN
REMOVE
REMOVE
FROM L STA. 54+00 TO STA. 54+34 RT.
Fill Slope
2:1 or Flatter
b= 3.0 Ft.
d= 1.0 Ft.
Type of Liner= B Rip-Rap
b
DETAIL 7B
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
30"
30"
30" RCP-IV
CB
RCP-III
30"
CB
18"
REMOVE
CB
GRADE TO DRAIN
15" RCP-III
15"
12 SY GEOTEXTILE
8 TONS CL I RIP RAP
SEE DETAIL 7E
BANK STABILIZATION
(Variable)
Channel Bed
(TYP)
2ft
Bottom Until Refusal (Typ)
Press Riprap into Channel
2:1 OR FLATTER
d
FLATTER
2:1 OR
Minimum of 1ft (TYP)
Tuck Geotextile a
SEE DETAIL 7D
CHANNEL STABILIZATION
PIPE OUTLET
(TYP)
2ft
FLATTER
2:1 OR 2:1 OR FLATTER
d
Minimum of 1ft (TYP)
Tuck Geotextile a
BBottom Until Refusal (Typ)
Press Riprap into Channel
15" RCP-IV
15" RCP-III
15" RCP-IV
28-M
AR-2024 16:58
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Hydraulics\PERM
ITS_Environm
ental\Drawings\U5536_Hyd_prm
_psh_07_4.dgn
ljohns AT LINDA092017-PC
5/14/99 SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
ENGINEER
HYDRAULICS

REVISIO
NS
MATCH LINE -L- POT STA. 51+
50.00 SEE SHEET 6
SEE SHEET 8
MATCH LINE -L- POC STA. 67+75.00
U-5536
1011 Schaub Drive
Raleigh, NC 27606
NC COA No. P-0671
Suite 100
MI Engineering, PLLC
MATCH LINE -Y8- POT STA. 18+50.00 SEE SHEET 9
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Hydraulics\PERM
ITS_Environm
ental\Drawings\U5536_Hyd_prm
_psh_07_4.dgn
M
I ENGINEERING
3/28/2024
7
TEMPORARY SURFACE WATER IMPACTS
FILL IN WETLAND
TEMPORARY SURFACE WATER IMPACTS
PERMANENT SURFACE WATER IMPACTS
SITE 2 AND SITE 3
PLAN VIEW
8 OF 12 FOR ENLARGEMENT
SITE 3 - SEE PERMIT DRAWING SHEET
7 OF 12 FOR ENLARGEMENT
SITE 2 - SEE PERMIT DRAWING SHEET
( Not to Scale)
Elevation
Natural Bed
Ground
Natural
Ground
Natural
Geotextile*
18"
PIPE OUTLET BANK STABILIZATION
DETAIL 7E
Est.= See Below Tons of Class I Rip-Rap, Keyed-In
d= See Below
Length= See Below
on Jurisdictional Streams
2ft Outside Top of Ditch Slopes
*Rip-Rap to be Installed to
8 Tons RipRap, 12 SY Geotextile
L STA. 67+05 RT, L=8', d=2.0',
( Not to Scale)
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
Geotextile*
DETAIL 7D
on Jurisdictional Streams
2ft Outside Top of Ditch Slopes
*Rip-Rap to be Installed to
Excavated channel
18"
Est.=See Below Tons of Class I Rip-Rap, Keyed-In
Max. d=1.8 Ft.
B=2 Ft.
17 Tons RipRap, 26 SY Geotextile
L=15', S=1.7%, DDE=14 CY
L STA. 53+50, 115' LT TO STA. 53+51, 128' LT
F
C C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
C
C
F
C
C
C
F
35
33
36
39
37
42
43
44
45
48
59
49
49
49
53
54 55
56
57
58
40
49
38
41
34
66
46
34A
46
57A
48
60
15
65
55
15
-Y8- POT STA. 12+10.10
BEGIN CONSTRUCTION
-Y7- POT STA. 10+18.12
BEGIN CONSTRUCTION
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G2'-6" C&G
2'-6" C&G2'-6" C&G
CURB8"X18"
G&C "6-'1
5' CONC. SIDEWALK
5' CONC. SIDEWALK
5' CONC. SIDEWALK
SIDEWALK
5' CONC.
5' CONC. SIDEWALK
10' CONC. SIDEWALK
5' CONC. SIDEWALK
10' CONC. SIDEWALK
CR
CR
CR
CR
CR
CR
CR CR
CR
CR
CR
CR
CR
CR
CR
CR
SIDEWALK
5' CONC.
2'-6" C&G
SIDEWALK
10' CONC.
SIDEWALK5' CONC.
SIDEWALK10' CONC.
SIDEWALK
5' CONC.
SIDEWALK
5' CONC.
TAPER
8:1
CR CR
CR
CR
-Y8- POT STA. 18+33.32
END PAVING
12" PCC
1'-6" C&G
1'-6" C&G
12" PCC12" PCC
1'-6" C&G
1'-6" C&G
1'-6" C&G
1'-6" C&G
-Y8- STA. 15+30.00, 27.60' RT.
-WL4- STA. 10+00.00 =
BEG. RETAINING WALL #4
-L- STA. 60+10.08, 22.13' RT.
-WL4- STA. 11+66.67
END RETAINING WALL #4
-Y1B- STA. 11+98.21, 24.00' RT.
-WL6- STA. 10+00.00 =
BEG. RETAINING WALL #6
-Y1B- STA. 12+44.23, 24.00' RT.
-WL6- STA. 10+46.02
END RETAINING WALL #6
DO NOT DISTURB
SEE DETAIL 6B
LATERAL 2' BASE DITCH
SEE DETAIL 7C
SPECIAL LATERAL 2' BASE DITCH
18" RCP-IV
SEE DETAIL 7A
'V' DITCH
SPEC. LAT.
SEE DETAIL 7B
EST 9 TONS, EST 27 SY GF
TOE PROTECTION
SEE DETAIL 7B
EST 5 TONS, EST 14 SY GF
TOE PROTECTION
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'50'100'150'50'
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
NAD 83/NA 2011
SHEET 5 OF 12
PERMIT DRAWING
ESSO LN. (15' GR)
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
36" CMP
30" CMP
24" CMP
18" CMP
15" RCPCB
CB
CB
CB
CB
DI DI
15" RCP 15" RCP
12" HDPE
CB
CB
CB
DI
DI
DI
DI
15" RCP
18" RCP
15"HDPE
15"HDPE
15" CMP
8" VC
8" DI
8" VC
8" VC
8" VC
8" VC
8" VC
8" DI
8" VC
8" DI
24" RCP
CB
CB
CB
CB
DI
15" RCP
8" HDPE
8" HDPE
18" HDPE
U5536-5
UNKNOWN
END
15" HDPE
ANDREW P BOBOTSIARES
ANDREW P BOBOTSIARES
LDG 434AF&AM
WEST BEND MASONIC
MICHAEL R & JULIE COLLINS
JOHN W OWEN
JARVIS E & NAN JOHNSON
LEWISVILLE UNITED METHODIST CHURCH
JASON J CASERTANO
LDG #434 TRST
WESTBEND MASONIC
REX D & MARTHA B JENNINGS
THOMAS H FOWLER FAMILY LLC
THOMAS H FOWLER FAMILY LLC
LILLIE C HICKS
RALPH M HICKS
SHARON C WARREN
WHITE DENVER OIL CO INC
EIP
EIP
EIP
EIP
EIP
EIP
REX D & MARTHA B JENNINGS
EIP
EIP
EIP
EIP
EIPNAIL
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP EIP
COMPANY
SONOMA BUILDING
TOWN OF LEWISVILLE
NAILP/K
LT
LT
PAVED
LT
42" CONC
LT
PAVED
LT
LT
S
LT
LT
2SBKBUS
1SFD
GR
PAVED
1SFD
PAVED
1SFD
42" CONC
LT
LT
LT
LT
60" CONC
PAVED
48" CONC
LT
LTLT
LT
LT
LT
LT
LT
PAVED
LT LT
LT
LT
LT
LT
LT
S
PAVED
PAVED
GR
GR
1SFD
24" CONC
1SFD
1SBKBUS
48" CONC
PAVED
1SBKBUS
LT
LT
GR
LT
GR
1SBK&BLKBUS
2SBK&BLKBUS
LT
PAVED
CONC
WALLBLK RET
CONC48"
PAVED
DK
GR
CONC
CONC
LT
MTW
TANK
SEPTIC
1SBKBUS
48" CHL
48" CHL
S
1SFD
1SFD
48" CHL
CONC
60" CHL
CONC
S
48" CHL
CONC
1S CHL
S
DKB
48"CHL
G
2SBK CHURCH
LT
PLAY GROUND
CONC
LT
60" CONC
48" BK W/WI
BK S
PAVED
S
DK
DK
DK
1SFD
CONC
PAVED
S
GR
CONC
60" CONC
LT
LT
LT
CONC
1SFBUS
1SFBUS
1SFBUS
1SFBUS
72" WD
WD GATE
GZCONC
24" C&G
60" CONC
2SFBUS
1SFBUS
84" CONC
S
LT
1SBKD
12" HDPE
60" CONC MTL
S
S
PAVED
48" CONC
CAN
METAL
DK
84" CONC
CONC
84" CONC
CONC
RUINS
GR
LT
BRANCH
DITCH
DITCH
DITCH
EIP
48" CHL
EIP
NAIL
P/K
NAIL
P/K
1SBKBUS
PAVED
BST CURB
SIGNHISTORICAL
LT
LT
LT
36" SR
CONC
60" CHL
S S
MTL
60" CHL
48" CHL
48"CONC
MTW
CAN
60.00'
60.00'
(SEE PB 46 PG 162)
EXIST R/W
(SEE PB 46 PG 162)
EXIST R/W
60.00'
TOP=945.05
OUT=941.65
TOP=943.75OUT=937.40
TOP=949.74IN=946.84OUT=946.74
TOP=943.73OUT=938.43
TOP=949.95
TOP=944.20
OUT=947.35
OUT=940.40
TOP=945.87IN=941.57OUT=941.17
TOP=953.38OUT=946.58
TOP=954.80IN=951.95OUT=951.70OUT=949.98
TOP=955.46
TOP=947.09
OUT=943.75
TOP=947.80OUT=942.96
IN=942.96
TOP=943.16
OUT=939.77
TOP=947.53
OUT=945.23
TOP=947.52
IN=943.94
OUT=943.67 TOP=947.20
OUT=944.50
TOP=951.08OUT=944.62
IN=944.68
TOP=946.40
IN=944.85
OUT=944.85
TOP=947.66
IN=946.06
OUT=946.06
TOP=957.30
OUT=948.06
IN=948.09
TOP=952.79
OUT=944.69IN=944.69
TOP=947.85
OUT=946.83
INV=943.74
INV=944.55
TOP=951.72
OUT=949.42
TOP=951.47
OUT=948.07
TOP=951.42
OUT=947.52
TOP=951.89
TOP LID=950.22
IN=947.07
OUT=945.52
TOP=951.50
IN=947.92
OUT=947.78
GREAT WAGON RD. (36' PAVED)
GREAT WAGON RD. (36' PAVED)T/A LEW AUTO SER
REICH W S INC
RICHARD STIMSON
FOWLER FAMILY LLC
THOMAS H
TAYLOR
DAVID E
60.00'
60.00'
R/W
EXIST
R/W
EXIST
EXIST R/W
EXIST R/W
EXIST R/W(PB 19 PG 100)
EXIST R/W
EXIST R/W
SANDRA M SPACH
TANYA M TISE &
MNGMNT LLC
J&K PROPERTY
MNGMNT LLC
J&K PROPERTY
MNGMNT LLC
J&K PRPRTY
QUIRANTE D. A. DOSDOS
RYAN L REEDY &
EXIST R/W
EXIST R/W45.00'
935.47
INV=
(DB 1726 PG 2080)ACCESS EASE
MTW
UTIL.EASE
10'UTIL EASEMENT
10'UTIL EASEMENT
MAG
MB
(BENT)
EIP
END UNK
IN (24")=937.63
IN (30")=937.40
(SEE PB 46 PG 162)
EXIST R/W
(PB 46 PG 162)
EXIST R/W
30"CMP
12"PVC
DI
TOP=944.45'
(DATUR)
INV=937.5'
OUT=943.05IN(SW)=943.07IN(NE)=943.13
24" RCP
BASE
CONC
W/24"C&GPAVED
W/24"C&GPAVED
GR
W/24"C&G
PAVED
AXLE
CONRAD CIR. (19' PAVED)
TO SHALLOWFORD RD
SHALLOWFORD RD. (SR 1001)
36' PAVED w/30"C&G
UNKEND
60" CONC
60" CONC
IN(24")=947.62
IN(15")=947.62
24"RCP
15"RCP
DI
60"CONC
15"RCP
RAP
RIP-
END UNK
INV=943.21
INV=943.36
IN(30")=938.73
IN(15")=939.73
HDPE
15"
15"RCP
CHRISTIE B SEVERINO
PHILIP F &
CRYSTAL R LILLY
AARON L &
ca
a
I I
a
H
I
a
I
a
a
a
}
Ha
I
I
H
a
a a
a
aaa
a
a
a
a
a
I
IH
I
c nnn}|
Q
d
a
a
a I
I
a
a
b
I
I
I
I
II a
nn
}
EORI EORI
EORI
GM
(2)
a
END
EOI
T
|T
(PNG)
NO INFO
SANITARY-
PRIVATE
6" STEEL
6" STEEL
6" STEEL
8" DI
8" DI
8" DI
8" DI
12" DI
12" DI12" DI
12" DI
6" DI
12 "
8" DI
4" STEEL
2" PLASTIC
4" STEEL
4" STL
END UNK
LT
LT
BEROTH OIL COMPANY
SHARON C WARREN
(38' PAVED SR 1308)
LEWISVILLE VIENNA RD.
FAMILY LLC
THOMAS H FOWLER
GLORIA C LUCAS
WILLIAM W &
ASSOCIATION TRUSTEE
US BANK NATIONAL
15" HDPE
2"PVC
6PVC
REX D & MARTHA B JENNINGS
GR
GR
TOP=948.94'IN=941.94'OUT=941.94'
IN=942.19'
T
HH
HH
HH
HH
T
EOI
EOI
EOI
DUCT BANK
DUCT BANK DUCT BANK
DUCT BANK
DUCT BANK
432 FO
432 FO
432 FO
432 FO
432 FO
216 FO
216 FO
216 FO
216 FO216 FO
216 FO
216 FO
25 PR
432 FO
IN=940.55
TOP=945.10OUT=940.43
MAPLE TREE INVESTMENTS LLC
MAPLE TREE INVESTMENTS LLC
POND
RETENTION
CONCCONC
CONC
CONC
PAVED
PAVED
1SBKBUS
DI
EORI
a
CONC
910
910
915
915
915
915
920
920
920
920
920
920
925
925
925
925
925
925
925
925
925
930
930
930
930
930
930
930
930
930
930
930
930
930
935
935
935
935
935
935
935
935
935
935
935
935
935
935
940
940
940
940
940
940
940
940 940
940
940
940
940
940
940
940
940
940
940
940
940
940
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
945
950
950
950
950
950
950
950
950
950
950
950
950
950
950 950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
950
955
955
955
955 955
955
955
955
955
955
955
955
955955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
955
960
960
960
960
960
960
960
960
960
960
960
960
960
960
GTD
GTD
GTD GTD
GTD
PLUG
PLUG
PLUG
P
P
P
P
15" RCP-III
15" RCP-III
CB
CB
CB
18" RCP-III
15" RCP-III 15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
FLOWABLE FILL
REMOVE
REMOVEREMOVE
REMOVE
SEE DETAIL 7A
SPEC. LAT 'V' DITCH
CB
DI
CB
CB
DI
CB
CB
CB
CB
REMOVEREMOVEREMOVEREMOVEREMOVE
RETAIN
REMOVEREMOVEREMOVEREMOVEREMOVEREMOVE
REMOVE
REMOVEREMOVEREMOVE
REMOVE
24"
18"
18"
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
CB
CB
CB
DI
CB
DI
CB
CB
CB
CB
DI
DI
CB
DI
30 SY GEOTEXTILE
15 TONS CL I RIP RAP
OUTLET PROTECTION
RETAIN
RETAIN
RETAIN
36" RCP-IV
36"
JB w/MH
15" RCP-III
CB 15" RCP-IV
2GI-D
CB
CB
CB
CB
REMOVE
DI
CB
15" RCP-IV
15" RCP-IV
CB
CB
CB
CB
CB
948.1993
15" RCP-IV
15" RCP-IV
15"
15" RCP-IV
15"
15"
DIMIN D
CB
JB w/MH
CB
CB
d
2:1
B
D
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
FROM L STA. 54+34 TO STA. 56+50 RT
Slope
Fill
DETAIL 7C
B=2 Ft.
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
15" RCP-IV
15"
RCP-IV CB
CB
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
RETAIN RETAIN
RETAIN
REMOVE
REMOVE
FROM L STA. 54+00 TO STA. 54+34 RT.
Fill Slope
2:1 or Flatter
b= 3.0 Ft.
d= 1.0 Ft.
Type of Liner= B Rip-Rap
b
DETAIL 7B
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
30"
30"
30" RCP-IV
CB
RCP-III
30"
CB
18"
REMOVE
CB
GRADE TO DRAIN
15" RCP-III
15"
12 SY GEOTEXTILE
8 TONS CL I RIP RAP
SEE DETAIL 7E
BANK STABILIZATION
(Variable)
Channel Bed
(TYP)
2ft
Bottom Until Refusal (Typ)
Press Riprap into Channel
2:1 OR FLATTER
d
FLATTER
2:1 OR
Minimum of 1ft (TYP)
Tuck Geotextile a
SEE DETAIL 7D
CHANNEL STABILIZATION
PIPE OUTLET
(TYP)
2ft
FLATTER
2:1 OR 2:1 OR FLATTER
d
Minimum of 1ft (TYP)
Tuck Geotextile a
BBottom Until Refusal (Typ)
Press Riprap into Channel
15" RCP-IV
15" RCP-III
15" RCP-IV
28-MAR-2024 17:25
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Hydraulics\PERM
ITS_Environm
ental\Drawings\U5536_Hyd_prm_psh_07_5_con.dgn
ljohns AT LINDA092017-PC
5/14/99 SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
ENGINEER
HYDRAULICS

REVISIO
NS
MATCH LINE -L- POT STA. 51+
50.00 SEE SHEET 6
SEE SHEET 8
MATCH LINE -L- POC STA. 67+75.00
U-5536
1011 Schaub Drive
Raleigh, NC 27606
NC COA No. P-0671
Suite 100
MI Engineering, PLLC
MATCH LINE -Y8- POT STA. 18+50.00 SEE SHEET 9
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Hydraulics\PERMITS_Environm
ental\Drawings\U5536_Hyd_prm
_psh_07_5_con.dgn
M
I ENGINEERING
3/28/2024
7
TEMPORARY SURFACE WATER IMPACTS
FILL IN WETLAND
TEMPORARY SURFACE WATER IMPACTS
PERMANENT SURFACE WATER IMPACTS
SITE 2 AND SITE 3
PLAN VIEW
8 OF 12 FOR ENLARGEMENT
SITE 3 - SEE PERMIT DRAWING SHEET
7 OF 12 FOR ENLARGEMENT
SITE 2 - SEE PERMIT DRAWING SHEET
28-MAR-2024 17:25
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Hydraulics\PERM
ITS_Environm
ental\Drawings\U5536_Hyd_prm_psh_07_5_con.dgn
ljohns AT LINDA092017-PC
5/14/99 SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
ENGINEER
HYDRAULICS

REVISIO
NS
MATCH LINE -L- POT STA. 51+
50.00 SEE SHEET 6
SEE SHEET 8
MATCH LINE -L- POC STA. 67+75.00
U-5536
1011 Schaub Drive
Raleigh, NC 27606
NC COA No. P-0671
Suite 100
MI Engineering, PLLC
MATCH LINE -Y8- POT STA. 18+50.00 SEE SHEET 9
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Hydraulics\PERMITS_Environm
ental\Drawings\U5536_Hyd_prm
_psh_07_5_con.dgn
M
I ENGINEERING
3/28/2024
7
( Not to Scale)
Elevation
Natural Bed
Ground
Natural
Ground
Natural
Geotextile*
18"
PIPE OUTLET BANK STABILIZATION
DETAIL 7E
Est.= See Below Tons of Class I Rip-Rap, Keyed-In
d= See Below
Length= See Below
on Jurisdictional Streams
2ft Outside Top of Ditch Slopes
*Rip-Rap to be Installed to
8 Tons RipRap, 12 SY Geotextile
L STA. 67+05 RT, L=8', d=2.0',
( Not to Scale)
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
Geotextile*
DETAIL 7D
on Jurisdictional Streams
2ft Outside Top of Ditch Slopes
*Rip-Rap to be Installed to
Excavated channel
18"
Est.=See Below Tons of Class I Rip-Rap, Keyed-In
Max. d=1.8 Ft.
B=2 Ft.
17 Tons RipRap, 26 SY Geotextile
L=15', S=1.7%, DDE=14 CY
L STA. 53+50, 115' LT TO STA. 53+51, 128' LT
F
C C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
C
C
F
C
C
C
F
35
33
36
39
37
42
43
44
45
48
59
49
49
49
53
54 55
56
57
58
40
49
38
41
34
66
46
34A
46
57A
48
60
15
65
55
15
-Y8- POT STA. 12+10.10
BEGIN CONSTRUCTION
-Y7- POT STA. 10+18.12
BEGIN CONSTRUCTION
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G2'-6" C&G
2'-6" C&G2'-6" C&G
CURB8"X18"
G&C "6-'1
5' CONC. SIDEWALK
5' CONC. SIDEWALK
5' CONC. SIDEWALK
SIDEWALK
5' CONC.
5' CONC. SIDEWALK
10' CONC. SIDEWALK
5' CONC. SIDEWALK
10' CONC. SIDEWALK
CR
CR
CR
CR
CR
CR
CR CR
CR
CR
CR
CR
CR
CR
CR
CR
SIDEWALK
5' CONC.
2'-6" C&G
SIDEWALK
10' CONC.
SIDEWALK5' CONC.
SIDEWALK10' CONC.
SIDEWALK
5' CONC.
SIDEWALK
5' CONC.
TAPER
8:1
CR CR
CR
CR
-Y8- POT STA. 18+33.32
END PAVING
12" PCC
1'-6" C&G
1'-6" C&G
12" PCC12" PCC
1'-6" C&G
1'-6" C&G
1'-6" C&G
1'-6" C&G
-Y8- STA. 15+30.00, 27.60' RT.
-WL4- STA. 10+00.00 =
BEG. RETAINING WALL #4
-L- STA. 60+10.08, 22.13' RT.
-WL4- STA. 11+66.67
END RETAINING WALL #4
-Y1B- STA. 11+98.21, 24.00' RT.
-WL6- STA. 10+00.00 =
BEG. RETAINING WALL #6
-Y1B- STA. 12+44.23, 24.00' RT.
-WL6- STA. 10+46.02
END RETAINING WALL #6
DO NOT DISTURB
SEE DETAIL 6B
LATERAL 2' BASE DITCH
SEE DETAIL 7C
SPECIAL LATERAL 2' BASE DITCH
18" RCP-IV
SEE DETAIL 7A
'V' DITCH
SPEC. LAT.
SEE DETAIL 7B
EST 9 TONS, EST 27 SY GF
TOE PROTECTION
SEE DETAIL 7B
EST 5 TONS, EST 14 SY GF
TOE PROTECTION
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0'50'100'150'50'
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
NAD 83/NA 2011
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
SHEET 6 OF 12
PERMIT DRAWING
8" HDPE
18" HDPE
UNKNOWN
END
ANDREW P BOBOTSIARES
EIP
EIP
TOWN OF LEWISVILLE
BRANCH
DITCH
AXLEBEROTH OIL COMPANY
CB
REMOVE
JB w/MH
15" RCP-IV
15"
RCP-IV CB
CB
CB
30"
30"
30" RCP-IV
RCP-III
30"
CB
SEE DETAIL 7D
CHANNEL STABILIZATION
PIPE OUTLET
O
TEMPORARY SURFACE WATER IMPACTS
FILL IN WETLAND
5/14/99 SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.

1011 Schaub Drive
Raleigh, NC 27606
NC COA No. P-0671
Suite 100
MI Engineering, PLLC

ENGINEER
HYDRAULICS
REVISIO
NS
U-5536
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Hydraulics\PERM
ITS_Environm
ental\Drawings\U5536_Hyd_prm
_psh_07_7_enlarge.dgn
M
I ENGINEERING
3/28/2024
SITE 2
ENLARGEMENT PLAN
-L-
030
15 30
SCALE: 1"= 30' HORIZ.
35
33
WETLAND
DENOTES FILL IN
NAD 83/NA 2011
F F
****
7U-5536
F
F C
33
34A
2'-6" C&G
2'-6" C&G
2'-6" C&G
5' CONC. SIDEWALK
CR
CR
SIDEWALK10' CONC.
SEE DETAIL 7C
SPECIAL LATERAL 2' BASE DITCH
18" RCP-IV
SEE DETAIL 7B
EST 9 TONS, EST 27 SY GF
TOE PROTECTION
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
LEGEND
SHEET 7 OF 12
PERMIT DRAWING
CLEARING (GRUBBING)
DENOTES MECHANIZED
30" C&G
12" HDPE
CB
DI
DI
15" RCP
15"HDPE
15"HDPE
15" CMP
8" DI
8" DI
SHARON C WARREN
EIP
EIP
PVT
IN
HOLE
COMPANY
SONOMA BUILDING
PAVED
LT
LT
DK
1SFD
CONC
1SFBUS
GZ
BK
CONC
24" C&G
60" CONC
GR
DITCH
SHALLOWFORD DR. (34' PAVED SR 1001)
PAVED15"RCP
SEWER EASEMENT
MAG
I
a
a
H
b
I
I
I
I
II a
EORI EORI
EORI
a
12" DI
LT
LT
GR
T
EOI
EOI
DUCT BANK
100 PR
GTD
GTD GTD
GTD
SEE DETAIL 7A
SPEC. LAT 'V' DITCH
REMOVEREMOVEREMOVEREMOVEREMOVEREMOVE
24"
18"
18"
DI
DI
CB
CB
REMOVE
15"
CB 15" RCP-IV
2GI-D
15"
5/14/99 SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.

1011 Schaub Drive
Raleigh, NC 27606
NC COA No. P-0671
Suite 100
MI Engineering, PLLC

ENGINEER
HYDRAULICS
REVISIO
NS
U-5536
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Hydraulics\PERM
ITS_Environm
ental\Drawings\U5536_Hyd_prm
_psh_07_8_enlarge.dgn
M
I ENGINEERING
3/28/2024
SITE 3
ENLARGEMENT PLAN
030
15 30
SCALE: 1"= 30' HORIZ.
-L-
68
67
WATER IMPACTS
TEMPORARY SURFACE
WATER IMPACTS
PERMANENT SURFACE
7
NAD 83/NA 2011
F
F
F
C
C
C
58
66
2'-6" C&G2'-6" C&G
2'-6" C&G
5' CONC. SIDEWALK
5' CONC. SIDEWALK
SIDEWALK
5' CONC.
TAPER
8:1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
LEGEND
SHEET 8 OF 12
PERMIT DRAWING
WETLAND
SITE 2
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
26-OCT-2023 09:39
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Roadway\XSC\U5536_Hyd_XPL_L.dgn
$$$$USERNAME$$$$
PROJ. REFERENCE NO.SHEET NO.0
6/23/16
940 940
950 950
960 960
970 970
52+50.00
930 930
940 940
950 950
960 960
970 970
53+00.00
920 920
930 930
940 940
950 950
960 960
53+50.00
X-18U-5536
-L-
5 10
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Roadway\XSC\U5536_Hyd_XPL_L.dgn
ljohns
10/26/2023
SHEET 9 OF 12
PERMIT DRAWING
946.01
0.0200.020
2:1
950.41 -Y7- M
ATCHLINE
945.10
0.0200.020
2:1
949.01 -Y7- M
ATCHLINE
944.41
0.0200.020
2:1
2:1
947.96
947.96
30" C&G
30" C&G
15" RCP
12" RCP
15" RCP
15" RCP
CB
CB
CBDI
DI
DI
12" RCP
12" RCP(1)
12" RCP(2)
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
1SBKD
GR
1SFD
48"CHL
GR
1SFD
48" CHL
1SFD
DK
60"WD
G
48" CHL
W/LT
EIP
EXIST R/W EXIST R/W
45.00'
CB
LT
W/
48"CHL
TO YADKINVILLE RD
a
a
a
8" DI
4" STEEL
(38' PAVED SR 1308)
LEWISVILLE VIENNA RD.
T
JB
30" RCP
927.32'
INV=
GR
EIP
R/W
LT
LT
LT
LT
LT
LT
LT
LT
CB 20' PAVED
JENNINGS RD
24" RCP
W/LT
TO YADKINVILLE RD
SR 1307
GRAPEVINE RD
EXISTING R/W
EXISTING R/W
60'
EXISTING R/W
30'
PAVED
CB
15" RCP
TO CONRAD RD
TO LOWES FOODS
GUY
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EXIST R/W
12" RCP
DI
INV=908.59
JB?
LOG G
S
15" HDPE(APPROX.LOC.)
15" HDPE(APPROX.LOC.)
919.20
INV=
EIP
INV=908.59
15" HDPE(APPROX.LOC.)
CB
18" RCP-III
18" RCP-III
REMOVE
REMOVE
29 SY GEOTEXTILE
10 TONS CL B RIP RAP
APRON LENGTH=16'
OUTLET PROTECTION
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
307.7' LT
-L- STA. 49+75
INV=918.50
458.6' LT
-L- STA. 50+04
INV=908.59
6.50%
REMOVEREMOVEREMOVE
458.6' LT
-L- STA. 50+04
INV=908.59
6.50%
REMOVEREMOVEREMOVE
28-M
AR-2024 16:59
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Roadway\Proj\U5536_Hyd_prm_psh_09_.dgn
ljohns AT LINDA092017-PC
5/14/99 SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
9
ENGINEER
HYDRAULICS

REVISIO
NS
U-5536
1011 Schaub Drive
Raleigh, NC 27606
NC COA No. P-0671
Suite 100
MI Engineering, PLLC
MATCH LINE -Y8- POT STA. 18+50.00 SEE SHEET 7
SEE SHEET 6
DITCH MATCH LINE
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Roadway\Proj\U5536_Hyd_prm
_psh_09_.dgn
M
I ENGINEERING
3/28/2024
SITE 4
3:13:1 D
( Not to Scale)
STANDARD BASE TAIL DITCH
B
d
L=152'@S=6.50%, 149 TONS CL I RIP RAP, 273 SY GEOTEXTILE
-L- STA 49+75 TO 50+04
L=60'@S=1.07%, 59 TONS CL I RIP RAP, 108 SY GEOTEXTILE
-L- STA 49+65 TO 49+75
L=87'@S=3.87%, 86 TONS CL I RIP RAP, 156 SY GEOTEXTILE
-L- STA 49+51 TO 49+65
L=50'@S=8.58%, 49 TONS CL I RIP RAP, 90 SY GEOTEXTILE
-L- STA 49+44 TO 49+51
Total L=349', DDE=126CY (APPROX)
TO STA. 50+04, 458.6' LT
FROM -L- STA. 49+44, 109.5' LT
DETAIL 6G
B= 2.0 Ft.
Max. d= 1.3 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= SEE BELOW
Geotextile
PLAN VIEW SITE 4
46
47A
47B
47C
20
25
-Y8- POT STA. 18+33.32
END PAVING
-Y8- POC STA. 24+26.81
END CONSTRUCTION
& DORSEY D STIMSON
TESTAMENTARY TRUST
DORSEY D STIMSON JR
31A
31
32
& DORSEY D STIMSON
TESTAMENTARY TRUST
DORSEY D STIMSON JR
SEE DETAIL 6G
2' BASE TAIL DITCH
SEE DETAIL 6G
2' BASE TAIL DITCH
TS TS TEMPORARY SURFACE WATER IMPACTS
GRAPHIC SCALE
0'50'100'150'50'
NAD 83/NA 2011
NAD 83/NA 2011
SHEET 10 OF 12
PERMIT DRAWING
SITE 4
ENLARGEMENT PLAN
WATER IMPACT
TEMPORARY SURFACE
30" C&G
30" C&G
15" RCP
12" RCP
15" RCP
15" RCP
CB
CB
CBDI
DI
DI
12" RCP
12" RCP(1)
12" RCP(2)
BY-21
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
1SBKD
GR
1SFD
48"CHL
GR
1SFD
48" CHL
1SFD
DK
60"WD
G
48" CHL
W/LT
EIP
EXIST R/W EXIST R/W
45.00'
CB
LT
W/
48"CHL
TO YADKINVILLE RD
a
a
a
8" DI
4" STEEL
(38' PAVED SR 1308)
LEWISVILLE VIENNA RD.
T
JB
30" RCP
927.32'
INV=
GR
EIP
R/W
LT
LT
LT
LT
LT
LT
LT
LT
CB 20' PAVED
JENNINGS RD
24" RCP
W/LT
TO YADKINVILLE RD
SR 1307
GRAPEVINE RD
EXISTING R/W
EXISTING R/W
60'
EXISTING R/W
30'
PAVED
CB
15" RCP
TO CONRAD RD
TO LOWES FOODS
GUY
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EXIST R/W
12" RCP
DI
INV=908.59
JB?
LOG G
S
15" HDPE(APPROX.LOC.)
15" HDPE(APPROX.LOC.)
919.20
INV=
EIP
INV=908.59
15" HDPE(APPROX.LOC.)
CB
18" RCP-III
18" RCP-III
REMOVE
REMOVE
29 SY GEOTEXTILE
10 TONS CL B RIP RAP
APRON LENGTH=16'
OUTLET PROTECTION
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
0719
900
900
905
905
905
905
905
910
910
910
910
910
910
910
915
915
915
915
915
915
915
915
915
915
915
915
920
920
920
920
920
920
920
920
920
920
920
920
920
920
920
920
920
925
925
925
925
925
925
925
925
925
925
925
925
925
925
925
925
930
930
930
930
930
930
930
930
930
930
930
930
930
930
930
930
930
930
930
930
930
930
935
935 935
935
935
935
935
935
935
935
935
935
935
935
935
935
935
935
935
935
935
935
935
935
935
935
940
940
940
940
940
940
940
940
940
940
945
945
945
945
945
945
945
945
945
945
950
950
950
950
307.7' LT
-L- STA. 49+75
INV=918.50
458.6' LT
-L- STA. 50+04
INV=908.59
6.50%
REMOVEREMOVEREMOVE
890
895
895
895900
900
900
900 900
900
905
905
905
905
905
905
910
910
910
910
910
910
910
915
915
915
915
915
915
915
915
920
920
920
920
920
920
920
920
920
925
925925
925
925
925
925
930
930
930
930
930
930
935
935
935
935
935
935
935
940
940
945
945
950
458.6' LT
-L- STA. 50+04
INV=908.59
6.50%
REMOVEREMOVEREMOVE

28-M
AR-2024 16:59
N:\NC Hydro\M18013_U-5536_Forsyth Co\Roadway\Proj\U5536_Hyd_prm
_psh_09_9_con.dgn
ljohns AT LINDA092017-PC
5/14/99 SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R/W SHEET NO.
9
ENGINEER
HYDRAULICS

REVISIO
NS
U-5536
1011 Schaub Drive
Raleigh, NC 27606
NC COA No. P-0671
Suite 100
MI Engineering, PLLC
MATCH LINE -Y8- POT STA. 18+50.00 SEE SHEET 7
SEE SHEET 6
DITCH MATCH LINE
N:\NC Hydro\M
18013_U-5536_Forsyth Co\Roadway\Proj\U5536_Hyd_prm
_psh_09_9_con.dgn
M
I ENGINEERING
3/28/2024
SITE 4
3:13:1 D
( Not to Scale)
STANDARD BASE TAIL DITCH
B
d
L=152'@S=6.50%, 149 TONS CL I RIP RAP, 273 SY GEOTEXTILE
-L- STA 49+75 TO 50+04
L=60'@S=1.07%, 59 TONS CL I RIP RAP, 108 SY GEOTEXTILE
-L- STA 49+65 TO 49+75
L=87'@S=3.87%, 86 TONS CL I RIP RAP, 156 SY GEOTEXTILE
-L- STA 49+51 TO 49+65
L=50'@S=8.58%, 49 TONS CL I RIP RAP, 90 SY GEOTEXTILE
-L- STA 49+44 TO 49+51
Total L=349', DDE=126CY (APPROX)
TO STA. 50+04, 458.6' LT
FROM -L- STA. 49+44, 109.5' LT
DETAIL 6G
B= 2.0 Ft.
Max. d= 1.3 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= SEE BELOW
Geotextile
PLAN VIEW SITE 4
46
47A
47B
47C
20
25
-Y8- POT STA. 18+33.32
END PAVING
-Y8- POC STA. 24+26.81
END CONSTRUCTION
& DORSEY D STIMSON
TESTAMENTARY TRUST
DORSEY D STIMSON JR
31A
31
32
& DORSEY D STIMSON
TESTAMENTARY TRUST
DORSEY D STIMSON JR
SEE DETAIL 6G
2' BASE TAIL DITCH
SEE DETAIL 6G
2' BASE TAIL DITCH
SITE 4
ENLARGEMENT PLAN
TS TS TEMPORARY SURFACE WATER IMPACTS
GRAPHIC SCALE
0'50'100'150'50'
NAD 83/NA 2011
NAD 83/NA 2011
SHEET 11 OF 12
PERMIT DRAWING
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 L Sta. 28+02 LT & RT 30" dia. to 36" dia. pipe 0.01 < 0.01 92 21
1 L Sta. 27+55 LT Bank Stabilization < 0.01 29
1 L Sta. 28+21 RT Bank Stabilization < 0.01 12
2 L Sta. 54+08 LT 30" dia. pipe 0.01 < 0.01 0.02 < 0.01 141 10
3 L Sta. 67+06 RT 24" dia. pipe < 0.01 12
3 L Sta. 67+06 RT Bank Stabilization < 0.01 8
4 L Sta. 50+04 LT Std 2' Base Tail Ditch < 0.01 13

TOTALS*: 0.01 < 0.01 0.04 < 0.01 282 56 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 12 OF 12
WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Forsyth County
U-5536
44108.1.2
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3-28-24