20201640 Ver 1_Meeting Request Review Doc Attachment_20201030

B
24" CEDAR
STN
STN
SR 2735 (SOCKWELL RD) 20' BST
S
S 12' SOILWOODS 48" W/WW/W ELECTRIC FENCE
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
BL-100
WD POST 16' SOIL PATHWD POST
WD POST
WOODS
S
S EX. 72" ATP-L- -L-
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
WOODS
.19.84.202736
2737
2737
2739
4721
4719
2768
2735
2739
2738
.26.83
.31.14.12 .22.6687
1563
1554
1500
1553
1553
1560
1557
1558
1554
1556
1676
1504
1674
1675
1672
1673 1553
1504
1560
1693
Altamahaw
Ossipee
.40.10.26
.
6
1
.71
1.16.31Tic
kleRe
e
dyF
orkCreek
SV 15
.4
3 .21.08.12.15
.12
.48.19
.29
.25
.05
.15.15.25.10.05.05.12.03
.03.09.05.13 .06
.03
.07 .18.03
.70 .30.18.23
.21.72.06
.09
1.021.05 .09.08ALAMANCE COUNTYGUILFORD COUNTYELON
SKEW=95
W/ HEADWALL & ENDWALL
87"x63" CAAPA
C ELEV.=677.64'
C STA. 12+50.00 -L-L
L
GREU TL-3 GREU TL-3
GREU TL-3
GREU TL-3
W/HW & EW
87" x 63" CAAPA
GUILFORD COUNTY
V
=
=MPH
ADT 2016
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
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.
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
J:\LIBRprojects\Div07\div07_culverts_with_usi\Group3\17BP.7.C.17\6.0_CAD_BIM\6.2_Work_In_Progress\Permit Drawings\C.17_hyd_prm_wet_tsh.dgnHDR/ICACONTRACT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPrepared in the Office of:
RIGHT OF WAY DATE:
LETTING DATE:
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETOUR
VICINITY MAP
N.T.S.
See Sheet 1-A For Index of Sheets
PROJECT
END
KEITH A. SCHELL, EI
SANDRA P. HAYES, PECREEK PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
See Sheet 1-B For Standard Symbology Sheet
GRADING, PAVING, SHOULDER CONSTRUCTION,
GUARDRAIL, & CULVERT
60
PROJECT
BEGIN
17BP.7.C.17540
(SR 2736)
TO BALDWIN RD
THE LIMITS ESTABLISHED BY METHOD II.
CLEARING LIMITS ON THIS PROJECT SHALL BE PERFORMED TO
FUNC CLASS = LOCAL
SR 2735 (SOCKWELL RD) -
1.2 MI. E. JCT. NC 61
(SR 1500)
OSSIPEE RD
TO GIBSONVILLE
20 401020
20 401020
4 824
NFRASTRUCTURE
CHARLOTTE, NORTH CAROLINA 28273
IUS IUS
OF CAROLINA, INC.
N.C. LICENSE # C-1950
9140 ARROWPOINT BLVD, SUITE 200
-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.17
-L- STA. 13+25.00
END PROJECT 17BP.7.C.17
TOTAL LENGTH WBS PROJECT 17BP.7.C.17 = 0.033 MI
-L- STA. 12+50.00
PROP CULVERT
-L- SR 2735 (SOCKWELL RD)-L- SR 2735 (SOCKWELL RD)
17.BP.7.C.17
WBS PROJECT:REPLACE PIPE #40 2112 ON
2018 STANDARD SPECIFICATIONS
65% PLANS
VERTICAL ALIGNMENT, & VERTICAL STOPPING SIGHT DISTANCE.
DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED,
SHEET 1 OF 4
PERMIT DRAWING
WETLAND AND SURFACE WATER IMPACTS PERMIT
$FILEL$$(USERNAME)$5/15/2018SITE 1
F
F
F
F
F
F NA 2011NAD 83/
SR 2735 (SOCKWELL RD) 20' BST
S
S 12' SOILWOODS 48" W/WW/W ELECTRIC FENCE
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
1
1
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
WITH FLAGGING
1" PVC
WD POST 16' SOIL PATHWD POST
WD POST
15" RCP
WOODS
15" DIP48" W/WS
S EX. 72" ATP-L- -L-
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
WOODS
(SR 2736)
TO BALDWIN RD
(SR 1500)
OSSIPEE RD
TO GIBSONVILLE
WOODS 14+0013+0012+0011+00SKEW=95
W/ HEADWALL & ENDWALL
87"x63" CAAPA
C ELEV.=677.64'
C STA. 12+50.00 -L-L
L
SHEET 2 OF 4
PERMIT DRAWING
ENGLISH
SITE 1
PLAN VIEW
$FILEL$$(USERNAME)$5/15/2018WETLAND AND SURFACE WATER IMPACTS PERMIT
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
S S
TS TS
W/HW & EW
87" x 63" CAAPA
REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99J:\LIBRprojects\Div07\div07_culverts_with_usi\Group3\17BP.7.C.17\6.0_CAD_BIM\6.2_Work_In_Progress\Permit Drawings\C.17_hyd_wet_psh4.dgnHDR/ICA664
668
672
676
680
684
688
10 11 12 13 14 15
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
4
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
NCDOT BEST MANAGEMENTAREA STABILIZED AND ACCORDING TO
INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL
-L-
-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.17
17BP.7.C.17
SIGNATURE:
DATE:
SIGNATURE:
DATE:
SILL & CHANNEL DETAIL B
INLET/OUTLET
NOT TO SCALE
INLET & OUTLET
SILL INSET 2 ft MIN
INLET & OUTLET
SILL INSET 2 ft MIN
FLOW
SILL
PLAN VIEW
PROFILE VIEWX-SECTION VIEW
TO TOP OF BANK
@ 1.5:1 OR FLATTER
CLASS I RIP RAP
1 ft SILL
NOTES:
-SILL DIMENSIONS THE SAME @ INLET AND OUTLET
87"x63" CAAPANA 2011NAD 83/FROM STA. 12+58 TO STA. 12+76 -L- RT
FROM STA. 11+86 TO STA. 12+35 -L- LT
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 1 Ft.
Type of Liner= CLASS B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
S
S
S S
TS
S
S S
S
S
TS
TS
F
F
F
F
F
F
GRAPHIC SCALE
0'40'40'
EXISTING TRANSPORTATION FACILITY
EXISTING TRANSPORTATION FACILITY
PI = 12+37.39
EL = 674.02'
EXISTING GROUND
BEGIN GRADE END GRADE
PROPOSED GRADE
DS = 20 MPH
VC = 226.25'
K = 17.07
STA. 12+23.00
EL=677.62
STA. 12+77.00
EL= 678.09
L
L
SKEW=95
87"x63" CAAPA W/ HEADWALL & ENDWALL
C ELEV.=677.64'
C STA. 12+50.00 -L-
L
STOPPING SIGHT DISTANCE.
ALIGNMENT, & VERTICAL
FOR DESIGN SPEED, VERTICAL
DESIGN EXCEPTION REQUIRED
(+) 6.87%EXIST.
(-
) 6.73%EXI
ST. (-) 5.64%
E
X
IS
T
.
C INVERT ELEV=666.0'
W/HEADWALL & ENDWALL
1 @ 87"x63" CAAPA
690 6706666 8 4695 SR 2735 (SOCKWELL RD) 20' BST
S
S 12' SOILWOODS 48" W/WW/W ELECTRIC FENCE
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
1
1
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
WITH FLAGGING
1" PVC
WD POST 16' SOIL PATHWD POST
WD POST
15" RCP
WOODS
15" DIP48" W/WS
S EX. 72" ATP-L- -L-
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
WOODS
(SR 2736)
TO BALDWIN RD
(SR 1500)
OSSIPEE RD
TO GIBSONVILLE
WOODS
SHEET 3 OF 4
PERMIT DRAWING14+0013+0012+0011+00SKEW=95
W/ HEADWALL & ENDWALL
87"x63" CAAPA
C ELEV.=677.64'
C STA. 12+50.00 -L-L
L
SHEET 2 OF 4
PERMIT DRAWING
ENGLISH
SITE 1
PLAN VIEW
$FILEL$$(USERNAME)$5/15/2018WETLAND AND SURFACE WATER IMPACTS PERMIT
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
S S
TS TS
W/HW & EW
87" x 63" CAAPA
REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99J:\LIBRprojects\Div07\div07_culverts_with_usi\Group3\17BP.7.C.17\6.0_CAD_BIM\6.2_Work_In_Progress\Permit Drawings\C.17_hyd_prm_wet_psh4_con.dgnHDR/ICA664
668
672
676
680
684
688
10 11 12 13 14 15
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
4
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
NCDOT BEST MANAGEMENTAREA STABILIZED AND ACCORDING TO
INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL
-L-
-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.17
17BP.7.C.17
SIGNATURE:
DATE:
SIGNATURE:
DATE:
SILL & CHANNEL DETAIL B
INLET/OUTLET
NOT TO SCALE
INLET & OUTLET
SILL INSET 2 ft MIN
INLET & OUTLET
SILL INSET 2 ft MIN
FLOW
SILL
PLAN VIEW
PROFILE VIEWX-SECTION VIEW
TO TOP OF BANK
@ 1.5:1 OR FLATTER
CLASS I RIP RAP
1 ft SILL
NOTES:
-SILL DIMENSIONS THE SAME @ INLET AND OUTLET
87"x63" CAAPANA 2011NAD 83/FROM STA. 12+58 TO STA. 12+76 -L- RT
FROM STA. 11+86 TO STA. 12+35 -L- LT
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 1 Ft.
Type of Liner= CLASS B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
S
S
S S
TS
S
S S
S
S
TS
TS
F
F
F
F
F
F
GRAPHIC SCALE
0'40'40'
EXISTING TRANSPORTATION FACILITY
EXISTING TRANSPORTATION FACILITY
PI = 12+37.39
EL = 674.02'
EXISTING GROUND
BEGIN GRADE END GRADE
PROPOSED GRADE
DS = 20 MPH
VC = 226.25'
K = 17.07
STA. 12+23.00
EL=677.62
STA. 12+77.00
EL= 678.09
L
L
SKEW=95
87"x63" CAAPA W/ HEADWALL & ENDWALL
C ELEV.=677.64'
C STA. 12+50.00 -L-
L
STOPPING SIGHT DISTANCE.
ALIGNMENT, & VERTICAL
FOR DESIGN SPEED, VERTICAL
DESIGN EXCEPTION REQUIRED
(+) 6.87%EXIST.
(-
) 6.73%EXI
ST. (-) 5.64%
E
X
IS
T
.
C INVERT ELEV=666.0'
W/HEADWALL & ENDWALL
1 @ 87"x63" CAAPA
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)
S1 11+50 - 13+25 LT/RT BANK STABILIZATION 0.01 23
S1 11+50 - 13+25 LT/RT IMPERVIOUS DIKE 0.01 21
S1 12+50 LT/RT 87" X 63" CAAPA 0.01 16
CULVERT
TOTALS:0.01 0.01 39 21
ATN Revised 3/31/05
GUILFORD COUNTY
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
5/15/2018SHEET 4 of 4
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
(STRUCTURE # 40 2112)
PROJECT: 17BP.7.C.17
B
24" CEDAR
STN
STN
SR 2735 (SOCKWELL RD) 20' BST
S
S 12' SOILWOODS 48" W/WW/W ELECTRIC FENCE
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
BL-100
WD POST 16' SOIL PATHWD POST
WD POST
WOODS
S
S EX. 72" ATP-L- -L-
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
WOODS
.19.84.202736
2737
2737
2739
4721
4719
2768
2735
2739
2738
.26.83
.31.14.12 .22.6687
1563
1554
1500
1553
1553
1560
1557
1558
1554
1556
1676
1504
1674
1675
1672
1673 1553
1504
1560
1693
Altamahaw
Ossipee
.40.10.26
.
6
1
.71
1.16.31Tic
kleRe
e
dyF
orkCreek
SV 15
.4
3 .21.08.12.15
.12
.48.19
.29
.25
.05
.15.15.25.10.05.05.12.03
.03.09.05.13 .06
.03
.07 .18.03
.70 .30.18.23
.21.72.06
.09
1.021.05 .09.08ALAMANCE COUNTYGUILFORD COUNTYELON
SKEW=95
W/ HEADWALL & ENDWALL
87"x63" CAAPA
C ELEV.=677.64'
C STA. 12+50.00 -L-L
L
GREU TL-3 GREU TL-3
GREU TL-3
GREU TL-3
W/HW & EW
87" x 63" CAAPA
GUILFORD COUNTY
V
=
=MPH
ADT 2016
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
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.
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
J:\LIBRprojects\Div07\div07_culverts_with_usi\Group3\17BP.7.C.17\6.0_CAD_BIM\6.2_Work_In_Progress\Permit Drawings\C.17_hyd_prm_buf_tsh.dgnHDR/ICACONTRACT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPrepared in the Office of:
RIGHT OF WAY DATE:
LETTING DATE:
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETOUR
VICINITY MAP
N.T.S.
See Sheet 1-A For Index of Sheets
PROJECT
END
KEITH A. SCHELL, EI
SANDRA P. HAYES, PECREEK PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
See Sheet 1-B For Standard Symbology Sheet
GRADING, PAVING, SHOULDER CONSTRUCTION,
GUARDRAIL, & CULVERT
60
PROJECT
BEGIN
17BP.7.C.17540
(SR 2736)
TO BALDWIN RD
THE LIMITS ESTABLISHED BY METHOD II.
CLEARING LIMITS ON THIS PROJECT SHALL BE PERFORMED TO
FUNC CLASS = LOCAL
SR 2735 (SOCKWELL RD) -
1.2 MI. E. JCT. NC 61
(SR 1500)
OSSIPEE RD
TO GIBSONVILLE
20 401020
20 401020
4 824
NFRASTRUCTURE
CHARLOTTE, NORTH CAROLINA 28273
IUS IUS
OF CAROLINA, INC.
N.C. LICENSE # C-1950
9140 ARROWPOINT BLVD, SUITE 200
-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.17
-L- STA. 13+25.00
END PROJECT 17BP.7.C.17
TOTAL LENGTH WBS PROJECT 17BP.7.C.17 = 0.033 MI
-L- STA. 12+50.00
PROP CULVERT
-L- SR 2735 (SOCKWELL RD)-L- SR 2735 (SOCKWELL RD)
17.BP.7.C.17
WBS PROJECT:REPLACE PIPE #40 2112 ON
2018 STANDARD SPECIFICATIONS
65% PLANS
VERTICAL ALIGNMENT, & VERTICAL STOPPING SIGHT DISTANCE.
DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED,
SHEET 1 OF 4
PERMIT DRAWING
$FILEL$$(USERNAME)$5/15/2018BUFFER IMPACTS PERMIT
SITE 1
F
F
F
F
F
F NA 2011NAD 83/
SR 2735 (SOCKWELL RD) 20' BST
S
S 12' SOILWOODS 48" W/WW/W ELECTRIC FENCE
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
1
1
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
WITH FLAGGING
1" PVC
WD POST 16' SOIL PATHWD POST
WD POST
15" RCP
WOODS
15" DIP48" W/WS
S EX. 72" ATP-L- -L-
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
WOODS
(SR 2736)
TO BALDWIN RD
(SR 1500)
OSSIPEE RD
TO GIBSONVILLE
WOODS 14+0013+0012+0011+00SKEW=95
W/ HEADWALL & ENDWALL
87"x63" CAAPA
C ELEV.=677.64'
C STA. 12+50.00 -L-L
L
SHEET 2 OF 4
PERMIT DRAWING
ENGLISH
SITE 1
PLAN VIEW
$FILEL$$(USERNAME)$5/15/2018BUFFER IMPACTS PERMIT
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 2
W/HW & EW
87" x 63" CAAPA
REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99J:\LIBRprojects\Div07\div07_culverts_with_usi\Group3\17BP.7.C.17\6.0_CAD_BIM\6.2_Work_In_Progress\Permit Drawings\C.17_hyd_buf_psh4.dgnHDR/ICA664
668
672
676
680
684
688
10 11 12 13 14 15
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
4
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
NCDOT BEST MANAGEMENTAREA STABILIZED AND ACCORDING TO
INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL
-L-
-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.17
17BP.7.C.17
SIGNATURE:
DATE:
SIGNATURE:
DATE:
SILL & CHANNEL DETAIL B
INLET/OUTLET
NOT TO SCALE
INLET & OUTLET
SILL INSET 2 ft MIN
INLET & OUTLET
SILL INSET 2 ft MIN
FLOW
SILL
PLAN VIEW
PROFILE VIEWX-SECTION VIEW
TO TOP OF BANK
@ 1.5:1 OR FLATTER
CLASS I RIP RAP
1 ft SILL
NOTES:
-SILL DIMENSIONS THE SAME @ INLET AND OUTLET
87"x63" CAAPANA 2011NAD 83/FROM STA. 12+58 TO STA. 12+76 -L- RT
FROM STA. 11+86 TO STA. 12+35 -L- LT
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 1 Ft.
Type of Liner= CLASS B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
F
F
F
F
F
F
GRAPHIC SCALE
0'40'40'
EXISTING TRANSPORTATION FACILITY
EXISTING TRANSPORTATION FACILITY
PI = 12+37.39
EL = 674.02'
EXISTING GROUND
BEGIN GRADE END GRADE
PROPOSED GRADE
DS = 20 MPH
VC = 226.25'
K = 17.07
STA. 12+23.00
EL=677.62
STA. 12+77.00
EL= 678.09
L
L
SKEW=95
87"x63" CAAPA W/ HEADWALL & ENDWALL
C ELEV.=677.64'
C STA. 12+50.00 -L-
L
STOPPING SIGHT DISTANCE.
ALIGNMENT, & VERTICAL
FOR DESIGN SPEED, VERTICAL
DESIGN EXCEPTION REQUIRED
(+) 6.87%EXIST.
(-
) 6.73%EXI
ST. (-) 5.64%
E
X
IS
T
.
C INVERT ELEV=666.0'
W/HEADWALL & ENDWALL
1 @ 87"x63" CAAPA
SR 2735 (SOCKWELL RD) 20' BST
S
S 12' SOILWOODS 48" W/WW/W ELECTRIC FENCE
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
1
1
GEORGE Y TEAGUE
1
GEORGE Y TEAGUE
WITH FLAGGING
1" PVC
WD POST 16' SOIL PATHWD POST
WD POST
15" RCP
WOODS
15" DIP48" W/WS
S EX. 72" ATP-L- -L-
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
WOODS
(SR 2736)
TO BALDWIN RD
(SR 1500)
OSSIPEE RD
TO GIBSONVILLE
WOODS 14+0013+0012+0011+00SKEW=95
W/ HEADWALL & ENDWALL
87"x63" CAAPA
C ELEV.=677.64'
C STA. 12+50.00 -L-L
L
SHEET 2 OF 4
PERMIT DRAWING
ENGLISH
SITE 1
PLAN VIEW
$FILEL$$(USERNAME)$5/15/2018BUFFER IMPACTS PERMIT
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 2
W/HW & EW
87" x 63" CAAPA
REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99J:\LIBRprojects\Div07\div07_culverts_with_usi\Group3\17BP.7.C.17\6.0_CAD_BIM\6.2_Work_In_Progress\Permit Drawings\C.17_hyd_buf_psh4_con.dgnHDR/ICA664
668
672
676
680
684
688
10 11 12 13 14 15
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
4
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
NCDOT BEST MANAGEMENTAREA STABILIZED AND ACCORDING TO
INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL
-L-
-L- STA. 11+50.00
BEGIN PROJECT 17BP.7.C.17
17BP.7.C.17
SIGNATURE:
DATE:
SIGNATURE:
DATE:
SILL & CHANNEL DETAIL B
INLET/OUTLET
NOT TO SCALE
INLET & OUTLET
SILL INSET 2 ft MIN
INLET & OUTLET
SILL INSET 2 ft MIN
FLOW
SILL
PLAN VIEW
PROFILE VIEWX-SECTION VIEW
TO TOP OF BANK
@ 1.5:1 OR FLATTER
CLASS I RIP RAP
1 ft SILL
NOTES:
-SILL DIMENSIONS THE SAME @ INLET AND OUTLET
87"x63" CAAPANA 2011NAD 83/FROM STA. 12+58 TO STA. 12+76 -L- RT
FROM STA. 11+86 TO STA. 12+35 -L- LT
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 1 Ft.
Type of Liner= CLASS B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
690
F
F
F
F
F
F
GRAPHIC SCALE
0'40'40'
EXISTING TRANSPORTATION FACILITY
EXISTING TRANSPORTATION FACILITY
PI = 12+37.39
EL = 674.02'
EXISTING GROUND
BEGIN GRADE END GRADE
PROPOSED GRADE
DS = 20 MPH
VC = 226.25'
K = 17.07
STA. 12+23.00
EL=677.62
STA. 12+77.00
EL= 678.09
L
L
SKEW=95
87"x63" CAAPA W/ HEADWALL & ENDWALL
C ELEV.=677.64'
C STA. 12+50.00 -L-
L
STOPPING SIGHT DISTANCE.
ALIGNMENT, & VERTICAL
FOR DESIGN SPEED, VERTICAL
DESIGN EXCEPTION REQUIRED
(+) 6.87%EXIST.
(-
) 6.73%EXI
ST. (-) 5.64%
E
X
IS
T
.
C INVERT ELEV=666.0'
W/HEADWALL & ENDWALL
1 @ 87"x63" CAAPA
ROAD
CROSSING BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
B1 1 @ 87" x 63 " CAAPA 12+28 LT/RT X 2874 826 3700
TOTAL:2874 826 3700 0 0
IMPACT
BUFFER IMPACTS SUMMARY
TYPE
SITE NO.STRUCTURE SIZE / TYPE
STATION
(FROM/TO)
ALLOWABLE EXEMPT
BUFFER
REPLACEMENT
(STRUCTURE # 40 2112)
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS

GUILFORD COUNTY
SHEET 4 OF 4

5/15/2018
PROJECT: 17BP.7.C.17
Rev. May 2006