ExtentofSediment

WETLAND
DENOTES FILL INFF
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 1
SITE 1
SITE 2
SITE 3
SITE 3
SITE 3
SITE 23
SITE 1
TOTAL TAKE
SITE 1
HC HC
CLEARING
DENOTES HAND
SHEET 27 OF 162
PERMIT DRAWING
DATE: 08-27-2021
MATCHLINE -L1- STA 620+00.00 SEE SHEET 6MATCHLINE -Y30- STA 28+00.00 SEE SHEET 30
MATCHLINE -Y30- STA 47+00.00 SEE SHEET 31
5
MATCHLINE -L1- STA 591+00.00 SEE SHEET 436+00.00 SEE SHEET 6
M ATCHLINE -SR6- STA
YR 2040
NOT TO SCALE
SEE SHEETS 69 & 70 FOR -SR6- PROFILE
SEE SHEETS 57 & 58 FOR -Y30RPD- PROFILE
SEE SHEETS 56 & 57 FOR -Y30RPC- PROFILE
SEE SHEETS 55 & 56 FOR -Y30RPB- PROFILE
SEE SHEETS 54 & 55 FOR -Y30RPA- PROFILE
SEE SHEET 53 FOR -Y30- PROFILE
SEE SHEETS 34 & 35 FOR -L1- PROFILE
SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATA
NAD 83/ NSRS 2007 GRAPHIC SCALE
www.stantec.com
License No. F-0672
Stantec Consulting Services Inc.
801 Jones Franklin Road
Raleigh, NC 27606
Tel. [phone]
Fax. [phone]
Suite 300
0
PLANS
50 200

RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
NC COA No. C-0890
905 JONES FRANKLIN ROAD
100100
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
R-3300B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
24" RCPMARSH12' SO
IL10' SOI
LGR
G
S
OI
L
10' SOIL
vv1 1/2SMTLBUS1 1/2SMTLBUS
1SMTLBUS
1SF STORAGE
MTL
CONC
CONC
GRCONC
WBSTBSTCONC
MTL DIDI
DI
DI
72" CHL & 3SBW BSTBST
CONC72" CHL & 3SBW72" CHL 72" CHL
72" CHL
48" WD
CONC
CONCCONCW72" CHL& 2SBW72" CHL& 2SBW10' GR24" RCP 24" RCP2SMTLBUSS S1SMTLBUS
1SMTLBUS1SFBUSS
GR
GR
1SMTLBUS 9' SOILS
B
GATE
GATE 25' BST
SSWSSSG8' GRGRW18" CMP48" WW 48" WW 48" WW & 1SBWSDI
SO
IL
9' BST
1SFDSFENCESSS72" WD2SFD2SFD15" CMPCONCCONCCONCCONC12' CONC
12' CONC31'
CONC10' GR
WWCONCGR2SF
DCONC
C
O
N
C
C
O
N
C WD
K
15" CMP18" CMPDOG
PEN
WDWDPOSTPOST22' BST
S
S24" RCP24" RCPWD POSTSS18" RCP18" RCP19' BST28'
BSTPLANTER 10' GRNC 210NC 210 25' BST10' GR
1SFDDK36" WD48" CHL48" CHLS
72"CHLGATE15" CMPDRAIN FIELD GATEW WBSTGATE
G
A
TEMB 39 PG 9220' DRAINAGE EASEMENT
MB 39 PG 9220' DRAINAGE EASEMENT
MB 39 PG 9220' DRAINAGE EASEMENT
HAWTHORNE ROAD
MB 27 PG 867.5' DRAINAGE EASEMENT
MB 27 PG 867.5' DRAINAGE EASEMENT
MB 27 PG 867.5'
DRAINAGE EASEMENTMB 27 PG 867.5' DRAINAGE EASEMENT
MB 27 PG 867.5' DRAINAGE EASEMENT
MB 27 PG 867.5'
DRAINAGE EASEMENTMB 27 PG 8650' PRIVATE ROAD
WALTON ROAD
50.00'
50.00'PRIVATE RIGHT OF WAY
PRIVATE RIGHT OF WAY
EIPEIP100.00'
EIP
EIP
EIP
EIR
MB 27 PG 86
7.5' DRAINAGE EASEMENT (UNKNOWN WIDTH)DEEDS REFER TO EASEMENTNOTE: CP&L UTILITY EASEMENTWO
O
DS
WOODSWOODSWOODS6' SO
IL
72" CHL & 3SBWT
30' CONC34' GR
GATE9' SOILSRIP RAPWOODSWOODSWOODSWOODSWOODSWOODSWOODSWO
O
D
S
WOODSWOODSWOODSWOODSWOODS8' SOIL ROAD
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODSWOODS
POND
12" RCP12" RCPMB 28 PG 102WINDING BRANCHCONCWITH POWER
TANK
SEPTIC
RAPRIPWD
3SBW
72" CHL
SOIL8" CURB(UNKNOWN WIDTH)DEEDS REFER TO EASEMENTNOTE: CP&L UTILITY EASEMENT24" BLK WALLTT
T
TEOS 12" PVC12" PVC12" PVC12" PVCDI\CONC
& 3SBW
72" CHL
20' GR
WINDING BRANCH RD
JERRY E. PARKER
NOELLE HOLDINGS, LLC.
CLOVERLEAF ESTATES, LLC.
VALY,LLC
& HARDISON RENTALS, LLC.
GERALD D. HARDISON, JR.,
GRETEL R. GRIFFITH
PHILIP J. WHITTY, ET UX
RICHARD B. GRIFFITH
210 W, LLC.
2479 HIGHWAY
INVESTMENTS, LLC.
J & J PROPERTY
TRANSPORTATION
DEPARTMENT OF
JIMMY M. BURNS, ET UX
ET UX
JOHNIE C. GARRASON,
ET UX
JOHNIE C. GARRASON,
FRANCIS M. REDDYEIPEIPEIP
REBARMB 28 PG 102DB 4168 PG 14660' PRIVATE RIGHT OF WAY
(J
AN. 20, 1994)
M
B 28 PG 10260' PRI
VATE RIG
HT OF
W
AY
(NOV. 6, 2012)NEW
L
OCATI
ON OF
E
AS
E
ME
NTDB 4168 P
G 146
60' P
RI
VAT
E RI
GHT OF WAYINVESTMENTS, LLC.
J & J PROPERTY
RONNIE D. ADAMS
ET UX
JOHNIE C. GARRASON,
ET UX
JOHNIE C. GARRASON,
ET UX
JOSH M. BLANTON,
BARRY D. OWENS, ET AL
RONNIE D. ADAMS
GERALD HARDISON, JR., ET AL
JR., ET AL
GERALD D. HARDISON,MB 39 PG 9220' DRAINAGE EASEMENT(UNKNOWN WIDTH)DEEDS REFER TO EASEMENTNOTE: CP&L UTILITY EASEMENTEXISTING R/WEXISTING R/WDAVID RICHARTZ, ET AL
MARITECH, LLC.
IN
V
=21.76'
IN
V
=22.20'TO A DRAI
NAGE PI
PEFUEL TANK CONVERTED59" H X 76" W
30
35
40
45595600605 61061562010
152025101510
15
202515-L1- CS Sta. 598+38.31-L1- ST Sta. 601+08.31
-L1- SC Sta. 616+33.99
-Y30RPB- CS Sta. 15+32.79
-Y30RPB- ST Sta. 17+48.79 -Y
3
0RPA
-
-Y30RPB-
-Y30RPA- SC Sta. 17+55.92
-Y30RPA- SRS Sta. 15+39.92
-Y30RPA- CS Sta. 13+23.92
-Y30RPA- SC Sta. 9+66.00
-SR6- PT Sta. 31+09.49-SR6- PRC Sta. 29+43.50
-SR6- PC Sta. 27+77.51
-SR6- PC Sta. 16+10.30
-Y30RPC- SC Sta. 10+16.00
-Y30RPC- CS Sta. 13+83.30
-Y30RPC- SRS Sta. 15+99.30
-Y30RPC- PT Sta. 23+88.12
-Y30RPC- SC Sta. 18+15.30
-L1--L1-
-Y30RPC-
-Y30RPD-
-Y30- POT Sta. 45+20.00
-Y30RPD- POT Sta. 24+23.93
-Y30- POT Sta. 45+09.00
-Y30RPC- POT Sta. 26+23.62
-Y30- POT Sta. 34+56.00
-Y30RPB- POT Sta. 22+33.46
-Y30RPA- POT Sta. 25+39.55
-Y30- POT Sta. 34+45.00
20-Y30- NC210NC210-Y30- -SR6-
-Y30RPA- TS Sta. 7+50.00
-L1- TS Sta. 612+73.99-SR6- PT Sta. 24+81.75
-Y30- PC Sta. 46+86.72
-Y30RPC- TS Sta. 8+00.00
-Y30- STA. 38+50.29BEGIN APPR. SLAB
-Y30- STA. 38+74.22BEGIN BRIDGE
-Y30- STA. 40+90.55
END BRIDGE
-Y30- STA. 41+14.48END APPR. SLAB
-L1- 612+07.22
BEGIN CULVERT
-L1- 612+19.57
END CULVERT
-Y30RPD- 19+55.04BEGIN CULVERT -Y30RPD- 19+42.15END CULVERT
-SR4- PT Sta. 23+74.22
-SR4-
-SR4- POT Sta. 27+65.10END CONSTRUCTION
-SR6- PRC Sta. 19+85.38
-Y30RPA- PT Sta. 23+04.05
-Y30RPD- ST Sta. 18+58.28
-Y30RPD- CS Sta. 16+42.28
16+30.21-Y30RPA-CULVERTBEGIN
16+13.01-Y30RPA-CULVERT
END
-SR4- PC Sta. 19+85.53
-DRW2- POT Sta. 12+41.23
-DRW2- PT Sta. 12+28.35
-DRW2- PRC Sta. 11+50.13 -DRW2-
-DRW2- POC Sta. 12+20.00
END CONSTRUCTION
C
HO
R
D
C
H
OR
DCHORD
C
H
OR
D
WELL
DISTURB
DO NOT
HW
HW
FLOWABLE FILLREMOVEREMOVEREMOVEREMOVEREMOVEREMOVEREMOVE2GI
FS
FS
FS
2GI
2GI
EL. 23.0'
DITCH AT
DAYLIGHT
42" RCP-IV
EST 22 SY GFDEST 11 TONSCL I RIPRAP18" RCP-IV
48" RCP-IVEQ. PIPE
36" RCP-IV
GRADE TO DRAIN
GRADE TO DRAIN
HW
2GI
2GI
2GI
EST 5 SY GFD
EST 1 TON
CL B RIPRAP
15" RCP-I
V
EST 5 SY GFD
EST 1 TON
CL B RIPRAP RCP-IV 15" 54" RCP-IV48" RCP-
I
VELBOWS15" w/EST 5 SY GFD
EST 1 TON
CL B RIPRAP
EST 5 SY GFD
EST 1 TON
CL B RIPRAP
EST 30 SY GFD
EST 15 TONS
CL I RIPRAP
15" RCP-IV ELBOWS15" w/RCP-IV 15" EST 7 SY GFD
EST 2 TONS
CL B RIPRAP
ELBOWS15" w/
ELBOWS
15" w/
15" w/ ELBOWS
EST 5 SY GFD
EST 1 TON
CL B RIPRAP
15" w/ ELBOWS
EST 5 SY GFD
EST 1 TON
CL B RIPRAP
EST 7 SY GFD
EST 2 TONS
CL B RIPRAP
SEE DETAIL 29
EST 36 SY GFD
EST 26 TONS
EMBANKMENT
CL I RIPRAP AT
SEE DETAIL 31
EST 615 SY GFD
EST 222 TONS
TOE PROTECTION
CL B RIPRAP
SEE DETAIL 31
EST 263 SY GFD
EST 95 TONS
TOE PROTECTION
CL B RIPRAP
SEE DETAIL 31
EST 285 SY GFD
EST 103 TONS
TOE PROTECTION
CL B RIPRAP36" RCP-IV EQ. PIPEREMOVE
REMOVE DI
REMOVE DI
REMOVE DI
REMOVE DI
REMOVE DI RCP-IV 15" 2GI 18" RCP-IV SEE DETAIL 11
EST 120 CY DDE
EST 233 SY GFD
EST 90 TONS
100 LF @ 1.25%
w/ CL B RIPRAP
STD 4' BASE DITCH
Liner=Class B Riprap
n=0.055
s=0.004 ft/ft
d=1.8 ft
V10=2.0 fps
Q10=49.6 cfs
Sta.=17+00 -Y30RPA- LT
SEE DETAIL 46
OUTLET CHANNEL 15" RCP-I
V
Liner=Vegetation
n=0.045
s=0.010 ft/ft
d=0.5 ft
V10=1.3 fps
Q10=1.1 cfs
Sta.=28+25 -SR4- LT
Liner=Vegetation
n=0.045
s=0.009 ft/ft
d=0.7 ft
V10=1.6 fps
Q10=2.5 cfs
Sta.=28+25 -SR4- RT
SEE DETAIL 45
35 LF @ 0.3%
ON BANKS
w/ CL I RIP-RAP
OUTLET CHANNEL
SEE DETAIL 44
30 LF @ 0.3%
ON BANKS
w/ CL I RIPRAP
INLET CHANNEL EQ.
PIPE36" RCP-IVSEE DETAIL 9
BASE DITCH
SPEC LAT 2'
Liner=Class B Riprap
n=0.055
s=0.006 ft/ft
d=1.4 ft
V10=1.8 fps
Q10=17 cfs
Sta.=23+75 -SR6- LT
SEE DETAIL 4
SPEC LAT V DITCH
3GI-A
3GI-A15" RCP-IV 36" RCP-IV24"
Liner=Vegetation
n=0.045
s=0.0024 ft/ft
d=1.1 ft
V10=1.1 fps
Q10=4.1 cfs
Sta.=17+60 Y30RPC RT
Liner=Vegetation
n=0.045
s=0.0022 ft/ft
d=1.1 ft
V10=1.0 fps
Q10=4.1 cfs
Sta.=20+15 Y30RPC RT
GRADE TO DRAIN
EQ. PIPE
36" RCP-IV
PES
PES
PES
PES15" RCP-IV 15" RCP-IV ELB
ELB
ELB
ELBELBELB
ELB
ELB ELBELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
SEE DETAIL 31
EST 1219 SY GFD
EST 441 TONS
TOE PROTECTION
CL B RIPRAP
SEE DETAIL 31
EST 407 SY GFD
EST 147 TONS
TOE PROTECTION
CL B RIPRAP
15"
24" 15" RCPRETAINEQ. PIPE
36" RCP-IV
SEE DETAIL 8
EST 27 CY DDE
59 LF @ 0.9%
STD. V DITCH
SEE DETAIL 8
EST 27 CY DDE
58 LF @ 1.0%
STD. V DITCH
SEE DETAIL 4
V DITCH
SPEC LAT
EST 10 SY GFD
EST 3 TONS
CL B RIPRAP
2GI
15" RCP-IV 2GI 2GI
2GI
EST 14 SY GFD
EST 5 TONS
CL B RIPRAP
18" RCP-IV 15" RCP-IV 15" RCP-IV 2GI
2GI
EST 5 SY GFD
EST 1 TON
CL B RIPRAP
HW
15" RCP-IV
2GI
2GI
DI
EST 39 SY GFD
EST 20 TONS
CL I RIPRAP
SEE DETAIL 3
EST SY 456 GFD
EST 168 TONS
CL B RIPRAP
BASE DITCH w/
SPEC LAT 2'
SEE DETAIL 9
SPEC LAT 2' BASE DITCH
SEE DETAIL 9
BASE DITCH
SPEC LAT 2'
2GI
TB 2GI
DITCH
DAYLIGHT
EST 5 SY GFD
EST 1 TONS
CL B RIPRAP
SEE DETAIL 3
EST 513 SY GFD
EST 189 TONS
w/ CL B RIPRAP
BASE DITCH
SPEC LAT 2'
SEE DETAIL 10
EST 50 CY DDE
84 LF @ 3.0%
STD 2' BASE DITCH
24" RCP-IV
18+00 TO 17+50
4' TO 8' FROM STA.
TAPER DITCH BASE
(BURIED 1.0')
1@12'x7' RCBC
EST 85 TONS
TO EL. 24.0
CL B RIPRAP
SEE DETAIL 39B
EST 51 CY DDE
55 LF @ 1.35%
w/ 6' BASE
CHANNEL CHANGE
EST 10 CY
SIDE SLOPES 3:1
TOP W=5.0'
TOP EL=30.0'
EARTHEN BERM
2GI
FS
EST 5 SY GFD
EST 1 TON
CL B RIPRAP
SEE DETAIL 38
EST 110 CY DDE
100 LF @ 0.3%
CHANNEL w/6' BASE
LOW-FLOW 60" CMP
REMOVE
(BURIED 1.0')1@12'x7' RCBC
SEE DETAIL 31
EST 660 SY GFD
EST 239 TONS
TOE PROTECTION
CL B RIPRAP
SEE DETAIL 31
EST 975 SY GFD
EST 352 TONS
TOE PROTECTION
CL B RIPRAP
NG ELEV.
CHANNEL TO
BACKFILL EX.
24" RCP-IV
15" RCP-IV
2GI
2GI
15" RCP-I
V
SEE DETAIL 23
EST 29 CY DDE
EST 35 SY GFD
EST 60 TONS
20 LF @ 1.5%
w/ CL I RIPRAP
STD. 4' BASE DITCH
30" RCP-IVSEE DETAIL 42
ON BANKS
w/ CL I RIPRAP
OUTLET CHANNEL
(BURIED 1.0')
1@12'x7' RCBC
BRIDGE
FOOT-
REMOVE
SEE DETAIL 42
ON BANKS
w/ CL I RIPRAP
INLET CHANNEL
SEE DETAIL 31
EST 158 SY GFD
EST 57 TONS
TOE PROT.
CL B RIPRAP
EST 5 SY GFD
EST 1 TON
CL B RIPRAP
2GI
15" RCP-IV 2GI
REMOVENG ELEV.
POND TO
BACKFILL EX.REMOVEEST 7 SY GFD
EST 2 TONS
CL B RIPRAP
REMOVE
EST 7 SY GFD
EST 2 TONS
CL B RIPRAP
REMOVE
REMOVE2GI
15" w/ ELBOWS
15" w/ ELB'sEST 5 SY GFD
EST 1 TONS
CL B RIPRAP
SEE DETAIL 31
EST 100 SY GFD
EST 60 TONS
TOE PROTECTION
CL B RIPRAP
EST 7 SY GFD
EST 2 TONS
CL B RIPRAP
15" w/ ELBOWS
2GI
EST 50 SY GFD
EST 26 TONS
CL I RIPRAP
PES
36" RCP-IV
36" RCP-IVEQ. PIPE
36" RCP-IV 15" RCP-IV EQ. PIPE
36" RCP-IV
PES
PES
FS 2GI 36" RCP-IV EQ. PIPEREMOVESEE DETAIL 47
EST 75 CY DDE
EST 140 SY GFD
EST 105 TONS
BASIN w/ CL I RIPRAP
ENERGY DISSIPATOR 15" RCP-IV 15" RCP-I
V
SEE DETAIL 2
EST 126 CY DDE
17+60 TO 20+15
LAT V DITCH
SEE DETAIL 2
EST 126 CY DDE
17+60 TO 20+15
LAT V DITCH
SEE DETAIL 24
EST 517 CY DDE
28+50 TO 33+00
LAT 2' BASE DITCH
SEE DETAIL 13
EST 455 CY DDE
601+40 TO 604+00
LAT 4' BASE DITCH
SEE DETAIL 39
EST 607 CY DDE
40+32 TO 44+35
LAT 4' BASE DITCH
SEE DETAIL 1
EST 116 CY DDE
23+00 TO 25+00
LAT 2' BASE DITCH
SEE DETAIL 39
EST 585 CY DDE
46+15 TO 47+25
LAT 4' BASE DITCH
SEE DETAIL 1
EST 233 CY DDE
22+00 TO 24+00
LAT 2' BASE DITCH
SEE DETAIL 12
EST 2007 SY GFD
EST 774 TONS
EST 1449 CY DDE
17+00 TO 24+00
w/ CL B RIPRAP
LAT 4' BASE DITCH SEE DETAIL 33
EST 284 SY PSRM
EST 276 CY DDE
26+50 TO 28+50
DITCH w/ PSRM
LAT 2' BASE EST 10 SY GFD
EST 3 TONS
CL B RIPRAP
SEE DETAIL 1
EST 795 CY DDE
28+50 TO 31+00
LAT 2' BASE DITCH
SEE DETAIL 1
EST 147 CY DDE
14+50 TO 16+00
LAT 2' BASE DITCH
SEE DETAIL 13
EST 347 CY DDE
12+00 TO 13+50
LAT 4' BASE DITCH
SEE DETAIL 24
EST 930 CY DDE
7+00 TO 14+00
LAT 2' BASE DITCH
SEE DETAIL 70
19+20 TO 20+40
SPEC LAT V DITCH
SEE SHEET 29 OF 162
ENLARGEMENT VIEW
SEE SHEET 32 OF 162
ENLARGEMENT VIEW
SEE SHEET 30 OF 162
ENLARGEMENT VIEW
SEE SHEET 31 OF 162
ENLARGEMENT VIEW
SEE SHEET 2 OF 162
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