20211026 Ver 1_R2511_Utility Permit Drawings_20210617_20210623

VICINITY MAP (NTS)
CAT-1
CAT-1
GREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
AT-1
GREU TL-2GREU TL-3
AT-1PROP. SBG
SBGPROP.
CAT-1
GREU TL-3
GREU TL-3
CAT-1
CAT-1
GREU TL-3
AT-1
CAT-1
CAT-1
GREU TL-3
CAT-1
GREU TL-3
CAT-1
GREU TL-3
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82.89'+77.55 82.89'+77.55
65.65'+36.86
83.00'+57.17 83.03'+28.66 83.20'+38.61 88.00'+59.57
72.93'+96.40
322.15+66
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43.62'
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70.02'+72.36
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SITE 1
SITE 5
SITE 7
SITE 8
SITE 9
SITE 12
SITE 14
SHEET 1 OF 29
UTILITY PERMIT DRAWING
ENGLISH

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
TIP PROJECT:GRADING, DRAINAGE, PAVING, AND STRUCTURES
See Sheet 1-A For Index of Sheets
PROJECT
BEGIN
PROJECT
END 09/08/99

0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
0
00
6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\r2511_Hyd_prm_tsh_utl.dgnFkeysCONTRACT: C204498ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAFOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
25 50 10050
50 25 50 100
10 5 10 20
NCDOT CONTACT:
PLANS PREPARED BY:
D
T
V
=
=
=
=
=

K
4
BEAUFORT & MARTIN COUNTIES
R-2511R-2511
35494.1.1 N/A
EXISTING MULTI-LANES SOUTH OF WILLIAMSTON
US 17 FROM NORTH OF NC 171 TO
MARTIN CO.BEAUFORT CO.MATCHLINEMATCHLINE5
6
7
8
9
10
11
12
13
14
15 16 17 18
192021222324
25
26
27
28
29 30
3
1
32 33 34 35 36 37 38
39
404
1
4
3
4445
4
6
47
4
2
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MICHAEL T. MERRITT, P.E.
BEAUFORT COUNTY
MARTIN COUNTY
17
1733
Pamlico River171
903
30
903
32COUNTYBEAUFORTCOUNTYPITT264
64A
64
13
64
CSX Railroad
Railroad
Southern
Norfolk
WASHINGTON
ROBERSVILLE
JAMESVILLE
WILLIAMSTON
-L- US 17
TO WASHINGTON
TO WILLIAMSTONSR 1418N. ROBERSON RD.-Y1-SR 1410VOA RD.-Y2-S
R
1
4
2
1HODGE
S RD.GRI
F
FI
N-Y3-SR 1419WOOLARD RD.-Y4-SR 1420BEAR GRASS RD.
-Y5-SR 1106CHURCH RD.SMITHWICK CREEK-Y6-SR 1106JOE MOBLEY RD.-Y6-SR 1114DAN PEELE RD.-Y7-SR 1114GRIFFIN RD.THURMAN-Y8-SR 1570ROGERSON RD.DAVID-Y9-SR 1116SCHOOL RD.RODGERS-Y10-SR 1205CREEK BLVD.HOLLY-Y11-SCOTT D. BLEVINS, P.E.
-L- Sta. 568+50.00
END TIP PROJECT R-2511
-L- Sta. 7+50.00
BEGIN TIP PROJECT R-2511 -L- US 17
ADT 2020
ADT 2040
9,164
14,284
5%
60 MPH
* TTST =8%
=
RURAL ARTERIAL
FUNC CLASS =
DUAL 5%
13% *DECEMBER 20, 2018
JOHN ABEL, JR.
PROJECT ENGINEER - DIVISION 1CREEKGUM SWAMPPE
60%
-L- Sta. 156+21.18
BEGIN BRIDGES
-L- Sta. 156+89.29
END BRIDGES
OFFSITE DETOUR

2018 STANDARD SPECIFICATIONS
NAD 83/ 2011
35494.2.1
TOTAL LENGTH OF TIP PROJECT R-2511............. 10.625 miles
LENGTH STRUCTURE TIP PROJECT R-2511........... 0.013 miles
LENGTH ROADWAY TIP PROJECT R-2511............ 10.612 miles
1-888-521-4455 OR 919-878-9560
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
DECEMBER 21, 2021
1. THIS IS A PARTIALLY CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS.
NOTES:
R/W
35494.3.1 CONST.
Main
St.R234
Poplar Chapel
CedarBranchChurch
Holly Springs Ch.
St.
Sycamore
Haughton St.
Martin Co. Airport
Washington St.
CemeteryOakdale
CemeteryGroveCedar
Prong
Kennedy
Hubbard
ChurchHoward Hill
High SchoolWashingtonCarolina
Ave.
Pactolus
Rd.
Swamp
Old
Warren Field Swam
p
Swamp
Swamp
SwampSwampSwampMillSwampHorsepen
BeaverdamBig
Gum
Ford
TrackRace Pamlico
-L- CS Sta. 7+50.
0
0
Begin ConstructionBEGIN PROJECT R-2511
33
C88
Pitt
St.
Carson
.54
.22
.89.48.44
1.46
WETLAND AND STREAM IMPACTS
WA
v
vvvvvvv
vvDI
DI
10' CONCGRG1SFD9' CONC15" RCP
C ONC
CONC2SFDBK WALLWALLRIPRAPRIPRAPRIPRAPRIPRAPRUINSS15" RCP CONCCONC12" CMPRIPRAPBK WALLRI
PRAPRI
PRAPRIPRAP
RIPRAPHW
HW
HW WA
L
L13' GR16'
SOI
LGRASS
GRASSISL
CONC
CONC ISL
HWY 17 BST VARIES
HWY 17 BST VARIESHWY 17 BST VARIES
HWY 17 BST VARIES SR 1418 N. ROBERSON ROAD 20' BSTT
TTT6" PVC 6" PVC
6" PVC
COPPER
COPPER
COPPER
15" HDPE60" CMP60" CMPRIPRAP
FOOT BRIDGE
220.00'EXISTING R/W
EXISTING R/W
MCDONALD GAUTIER, III, ET AL
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
MAXWELL P. CHESNUTT FAMILY TRUST
CHRISTIAN BASS TOPPIN
ROSEANN BASS
DAVID LEE LAWRENCE, JR.+98.31131.74'+01.38112.39'+97.74105.39'+51.91126.93'HW
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
BREAK
ACCESS
BREAK
ACCESS BREAK
ACCESS
BREAK
ACCESS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh04_utl.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA. 19+00 SEE SHEET 5R-2511 4
NAD 83/ 2011www.rkk.com
Engineers | Construction Managers | Planners | Scientists
5+00
10+00 15+00 10+00-L- POC Sta. 13+74.26
-Y1- POT Sta. 14+25.74=
-Y1- POT Sta. 10+00.00
-L- SC Sta. 13+08.88-L- TS Sta. 12+08.88
-L- CS Sta. 7+75.00
-L- ST Sta. 10+00.00
-L--Y1--Y1- Sta. 10+50.00
BEGIN CONSTRUCTION
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
+80.00
BEGIN FENCE
BEGIN C/A
+80.00
END FENCE
END C/A
-L- CS Sta. 7+50.00
Begin Construction
BEGIN PROJECT R-2511
TIE TO EXIST. FENCE
BEGIN WW FENCE
TIE TO EXIST. FENCE
BEGIN WW FENCE
C
A
C
A
C
A
C
A
C
A C
A
C
A
1
2
3
4
5C
AF FF
F
F F
F
F
F
FFFFFF
F F
FF
F
F
F
F
F
F
F
F
F
SITE 1
PWMPFHPWMPWM
TEL PED
TEL PED
MATCHLINE -L- STA. 19+00 SEE SHEET 5INSET A
INSET A
INSET A
025
SCALE FOR INSETS
5025
CLEARINGDENOTES MECHANIZED
ENGLISHSHEET 2 OF 29
UTILITY PERMIT DRAWINGHCHC
CLEARING
DENOTES HAND
SA
SA
2GI
DI
DI
2GI
FS RETAI
N18" RCP-III SEE DETAIL B
MEDIAN V DITCH
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
HW
15" RCP-IV
15" RCP-IV
15" RCP
-IV
15" RCP-IV
DI
DI
REMOVE
PIPE
REMOVE EXISTING
PIPE
REMOVE EXISTING
REMOVE
REMOVE
REMOVE
15"
15" 15" 15" 15"
15"
SYSTEM
REMOVE EXISTING
FS ELEV.=35.0
W/ 62 SY GEO FAB
33 TONS CL I RIPRAP
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
REMOVE
TB 2GI-A
SEE DETAIL AI
STANDARD 5' BASE DITCH 54" WELDED STEEL TRENCHLESS INSTALLATION 54" WELDED STEEL TRENCHLESS INSTALLATION HW66" WELDED STEEL
(BURI
ED 1')TRENCHLESS
I
NSTALLATI
ONFILL
FLOWABLE
FILL W/
PLUG &
P
P
HW
REMOVE
ON BANKS ONLY
W/ 89 SY GEO FAB
48 TONS CL I RIPRAP
SEE DETAIL M
CHANNEL CHANGE
SEE DETAIL M
CHANNEL CHANGE
REMOVEHW
REMOVE
WA
v
vvvvvvv
vvDI
DI
10' CONCGRG1SFD9' CONC15" RCP
C ONC
CONC2SFDBK WALLWALLRIPRAPRIPRAPRIPRAPRIPRAPRUINSS15" RCP CONCCONC12" CMPRIPRAPBK WALLRI
PRAPRI
PRAPRIPRAP
RIPRAPHW
HW
HW WA
L
L13' GR16'
SOI
LGRASS
GRASSISL
CONC
CONC ISL
HWY 17 BST VARIES
HWY 17 BST VARIESHWY 17 BST VARIES
HWY 17 BST VARIES SR 1418 N. ROBERSON ROAD 20' BSTT
TTT6" PVC 6" PVC
6" PVC
COPPER
COPPER
COPPER
15" HDPE60" CMP60" CMPRIPRAP
FOOT BRIDGE
220.00'EXISTING R/W
EXISTING R/W
MCDONALD GAUTIER, III, ET AL
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
MAXWELL P. CHESNUTT FAMILY TRUST
CHRISTIAN BASS TOPPIN
ROSEANN BASS
DAVID LEE LAWRENCE, JR.+98.31131.74'+01.38112.39'+97.74105.39'+51.91126.93'HW27
282932
32323326262626
2627272
7272727
2727272727282828
28282828
28282829292929292929
29292 9
2931313131313131313131313
1
313131
313131313132323232323232323232323
2
32
3232323232323
2
3232323233333333333333
3333
333333333333
3
3333434343434 343434
343434343434343
4
34363636363636363636
36
36363636363636 363636363636363636
363636
363737
373737373737
373737
37
3737
37
37
3737373
7
3737
37373737
373737373737373738383838
38
38383838
38 38383838 3838383
8 38383838383838383838383838383
8383838383839
3939
39 3939 3939 39393939393939
3
939393939
4141
4141 41
4141
414141
41
41414141414142
42 42
4242
42424242
4242424242424242424242 424243
43
43
4343 434343434343434343434343434343434343434344
44 4444444444444444444444
4444444444444430303030
30 30303030
303030
3030
353535353535
3
5
35
353
5
35
353535353535
35
3535
3535
35354040
40
4040 4040404040404040404545454545454545454545
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
BREAK
ACCESS
BREAK
ACCESS BREAK
ACCESS
BREAK
ACCESS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh04_utl_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA. 19+00 SEE SHEET 5R-2511 4
NAD 83/ 2011www.rkk.com
Engineers | Construction Managers | Planners | Scientists
5+00
10+00 15+00 10+00-L- POC Sta. 13+74.26
-Y1- POT Sta. 14+25.74=
-Y1- POT Sta. 10+00.00
-L- SC Sta. 13+08.88-L- TS Sta. 12+08.88
-L- CS Sta. 7+75.00
-L- ST Sta. 10+00.00
-L--Y1--Y1- Sta. 10+50.00
BEGIN CONSTRUCTION
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
+80.00
BEGIN FENCE
BEGIN C/A
+80.00
END FENCE
END C/A
-L- CS Sta. 7+50.00
Begin Construction
BEGIN PROJECT R-2511
TIE TO EXIST. FENCE
BEGIN WW FENCE
TIE TO EXIST. FENCE
BEGIN WW FENCE
C
A
C
A
C
A
C
A
C
A C
A
C
A
1
2
3
4
5C
AF FF
F
F F
F
F
F
FFFFFF
F F
FF
F
F
F
F
F
F
F
F
F
SITE 1
PWMPFHPWMPWM
TEL PED
TEL PED
MATCHLINE -L- STA. 19+00 SEE SHEET 5INSET A
INSET A
INSET A
025
SCALE FOR INSETS
5025
IMPACTS IN SURFACE WATERDENOTES TEMPORARY CLEARINGDENOTES MECHANIZED
ENGLISHSHEET 3 OF 29
UTILITY PERMIT DRAWINGHCHC
CLEARING
DENOTES HAND
SA
SA
2GI
DI
DI
2GI
FS RETAI
N18" RCP-III SEE DETAIL B
MEDIAN V DITCH
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
HW
15" RCP-IV
15" RCP-IV
15" RCP
-IV
15" RCP-IV
DI
DI
REMOVE
PIPE
REMOVE EXISTING
PIPE
REMOVE EXISTING
REMOVE
REMOVE
REMOVE
15"
15" 15" 15" 15"
15"
SYSTEM
REMOVE EXISTING
FS ELEV.=35.0
W/ 62 SY GEO FAB
33 TONS CL I RIPRAP
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
REMOVE
TB 2GI-A
SEE DETAIL AI
STANDARD 5' BASE DITCH 54" WELDED STEEL TRENCHLESS INSTALLATION 54" WELDED STEEL TRENCHLESS INSTALLATION HW66" WELDED STEEL
(BURI
ED 1')TRENCHLESS
I
NSTALLATI
ONFILL
FLOWABLE
FILL W/
PLUG &
P
P
HW
REMOVE
ON BANKS ONLY
W/ 89 SY GEO FAB
48 TONS CL I RIPRAP
SEE DETAIL M
CHANNEL CHANGE
SEE DETAIL M
CHANNEL CHANGE
REMOVEHW
REMOVE
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
6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_prm_xpl_Site 1_19+00_utl.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/1625 25
30 30
35 35
40 40
45 45
20 2017+50.00
25 25
30 30
35 35
40 40
45 45
20 2018+00.00
25 25
30 30
35 35
40 40
45 45
20 2018+50.00
25 25
30 30
35 35
40 40
45 45
20 2019+00.00
25 25
30 30
35 35
40 40
45 45
20 2019+50.00
X-4R-2511
-L-
5 10
WETLAND
WETLAND
SHEET 4 OF 29
UTILITY PERMIT DRAWING
36.30
0.025
4.07:1
6
:1
0.025
D.P. 35.978
6
.658
:1
6:1
3:13:1
28.393:1
3:126.08
36.41
0.025
3:1
6
:1
0.025
D.P. 36.453
6
.658
:1
6:1
3:13:1
27.553:13:126.06
36.57
0.025
3.21:1
3:10.025
D.P. 36.928
6
.658
:1
6:1
3:13:126.21
36.98
0.025
3.18:1 0.025
D.P. 37.403
6
.658
:1
6:1
3:13:13:132.41
3:13:126.36
37.20
0.025
3.17:1 0.025
D.P. 37.878
6
.658
:1
6:1
3:13:13:1
32.74
3:13:126.51
WC WC
S
18" RCP24" HDPE
24" RCP
24" RCP 15" RCP15" RCPGR9' SOIL/GR CANOPY1SBKD
9' CONC30" RCP
HW HW
T
T
T
6" PVC
6" PVC
6" PVC
10" STEEL CASING
50 PAIR COPPER
50 PAIR COPPER 6" PVC12" STEEL
HH
50 PAI
R COPPER24" CMP
24" RCP EIPEIPEIP
30' PR
IVATE
R
IGHT
-OF
-WAY
60.00'EXISTING R/WEXISTING R/WJAMES L. HODGES, JR. et ux
STEVEN C. WARD
FIELDDRAIN
ELEV=38.73'
94' RT
BL STA 132+37
BM6EXISTING R/W 20' BSTSR 1419 WOOLARD ROADSANDRA W. WYNN
ALEX J. TYSON
WILLIAM V. WARD
+02.48
30.85'
+08
.34
30
.00'
WILLIAM V. WARD, ET ALEIP
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
BREAK
ACCESS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh15_utl.dgnFkeys8/17/99R-2511 15
N
A
D

8
3
/ 2011MATCHLINE -L- STA. 149+00 SEE SHEET 14MATCHLINE -L- STA. 162+00 SEE SHEET 16www.rkk.com
Engineers | Construction Managers | Planners | Scientists
150+00
155+00
160+0020+00-L- TS Sta. 152+21.24
-L- SC Sta. 153+81.24
-L- POC Sta. 157+73.77
-Y4- POT Sta. 20+93.34=
-Y4- PT Sta. 16+62.46
-Y4- Sta. 17+00.00
BEGIN CONSTRUCTION
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
-L- Sta. 155+97.19
BEGIN APPROACH SLAB
-L- Sta. 157+13.61
END APPROACH SLAB
-L- Sta. 156+04.55
BEGIN APPROACH SLAB
-L- Sta. 157+04.75
END APPROACH SLAB
-L- Sta. 156+21.18
BEGIN BRIDGE
-L- Sta. 156+80.76
END BRIDGE
-L- Sta. 156+28.87
BEGIN BRIDGE
-L- Sta. 156+89.29
END BRIDGE
PROP. SBG
SBG
PROP.
C
A
C
A
62
65
67
68
69
C
A
C
A
68AF
F
F
F
F
F
FFFFFFF
F F
F
F
F
F
F
F
F
F
F
F
F
F
FF
025
SCALE FOR INSETS
5025
HC HC
CLEARING
DENOTES HAND
SHEET 5 OF 29
UTILITY PERMIT DRAWING
ENGLISH
SITE 5
PFHPWMPWMGVGV
GV
G
V
GUM SWAMP CREEKSC
15" RCP-IV 15" RCP-IV 15" RCP-IV
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 5 SY GEO FAB
1 TON CL B RIPRAP
2GI 2GI
TB 2GI
2GI15" RCP-III HW
SEE DETAIL Z
SP. LAT V DITCH
15" RCP-III 2GI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
3 @ 36" RCP-III
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
REMOVEREMOVE
REMOVE REMOVE
REMOVE
PIPE
EXISTING
REMOVEREM OVEREMOVE
2GI
15" RCP-III
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL P
LATERAL 4' BASE DITCH
SEE DETAIL AA
LATERAL 4' BASE DITCH
SEE DETAIL R
LATERAL 4' BASE DITCH
SEE DETAIL AD
STANDARD 10' BASE DITCH
15" SEE DETAIL R
BASE DITCH
LATERAL 4'
36"
WC WC
S
18" RCP24" HDPE
24" RCP
24" RCP 15" RCP15" RCPGR9' SOIL/GR CANOPY1SBKD
9' CONC30" RCP
HW HW
T
T
T
6" PVC
6" PVC
6" PVC
10" STEEL CASING
50 PAIR COPPER
50 PAIR COPPER 6" PVC12" STEEL
HH
50 PAI
R COPPER24" CMP
24" RCP EIPEIPEIP
30' PR
IVATE
R
IGHT
-OF
-WAY
60.00'EXISTING R/WEXISTING R/WJAMES L. HODGES, JR. et ux
STEVEN C. WARD
FIELDDRAIN
ELEV=38.73'
94' RT
BL STA 132+37
BM6EXISTING R/W 20' BSTSR 1419 WOOLARD ROADSANDRA W. WYNN
ALEX J. TYSON
WILLIAM V. WARD
+02.48
30.85'
+08
.34
30
.00'
WILLIAM V. WARD, ET ALEIP
292931313131323
2
3
2
3
2
32
323
23233333
3333333333333
33 33333333
3333333333333333333333 33343434
343434343434
34343434343434 3
4
343434343434
343434343434343434343434 34
3434343436
36363636
36 363636363636 3636363636 36
3636363636363636
3636
36
36 36363636363636 36373737
37 3737373737
37
37373737
37
37373737
3737
3737373737373737 373737373737373738383838 38
38383838383939 393
9
39303035353535353535353
5
3535 35353535 353535353535
3
5
3535353535
3535353535
35
35
35 35353535
3535 353540Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
BREAK
ACCESS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh15_utl_con.dgnFkeys8/17/99R-2511 15
N
A
D

8
3
/ 2011MATCHLINE -L- STA. 149+00 SEE SHEET 14MATCHLINE -L- STA. 162+00 SEE SHEET 16www.rkk.com
Engineers | Construction Managers | Planners | Scientists
150+00
155+00
160+0020+00-L- TS Sta. 152+21.24
-L- SC Sta. 153+81.24
-L- POC Sta. 157+73.77
-Y4- POT Sta. 20+93.34=
-Y4- PT Sta. 16+62.46
-Y4- Sta. 17+00.00
BEGIN CONSTRUCTION
TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
-L- Sta. 155+97.19
BEGIN APPROACH SLAB
-L- Sta. 157+13.61
END APPROACH SLAB
-L- Sta. 156+04.55
BEGIN APPROACH SLAB
-L- Sta. 157+04.75
END APPROACH SLAB
-L- Sta. 156+21.18
BEGIN BRIDGE
-L- Sta. 156+80.76
END BRIDGE
-L- Sta. 156+28.87
BEGIN BRIDGE
-L- Sta. 156+89.29
END BRIDGE
PROP. SBG
SBG
PROP.
C
A
C
A
62
65
67
68
69
C
A
C
A
68AF
F
F
F
F
F
FFFFFFF
F F
F
F
F
F
F
F
F
F
F
F
F
F
FF
025
SCALE FOR INSETS
5025
CLEARINGDENOTES MECHANIZED
HC HC
CLEARING
DENOTES HAND
SHEET 6 OF 29
UTILITY PERMIT DRAWING
ENGLISH
SITE 5
PFHPWMPWMGVGV
GV
G
V
GUM SWAMP CREEKSC
15" RCP-IV 15" RCP-IV 15" RCP-IV
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 5 SY GEO FAB
1 TON CL B RIPRAP
2GI 2GI
TB 2GI
2GI15" RCP-III HW
SEE DETAIL Z
SP. LAT V DITCH
15" RCP-III 2GI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
3 @ 36" RCP-III
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
REMOVEREMOVE
REMOVE REMOVE
REMOVE
PIPE
EXISTING
REMOVEREM OVEREMOVE
2GI
15" RCP-III
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL P
LATERAL 4' BASE DITCH
SEE DETAIL AA
LATERAL 4' BASE DITCH
SEE DETAIL R
LATERAL 4' BASE DITCH
SEE DETAIL AD
STANDARD 10' BASE DITCH
15" SEE DETAIL R
BASE DITCH
LATERAL 4'
36"
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_prm_xpl_Site 5_155+00_utl.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/1630 30
35 35
40 40
45 45
25 25
154+50.00
35 35
40 40
45 45
30 30155+00.00
35 35
40 40
45 45
30 30155+50.00
30 30
35 35
40 40
45 45
25 25
156+00.00
30 30
35 35
40 40
45 45
50 50
25 25
156+50.00
30 30
35 35
40 40
45 45
50 50
25 25
157+00.00
X-49R-2511
-L-
5 10
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
SHEET 7 OF 29
UTILITY PERMIT DRAWING
33.65
0.040 0.040
D.P. 38.203
6
.986:1
6:1
3:13:1
34.32
0.040 0.040 0.040
D.P. 40.091
6:113.64:1
3:13:1
35.14
0.040 0.040
D.P. 38.603
6
.986
:1
6:1
3:13:1
36.12
0.040 0.040
D.P. 38.803
6
.986
:1
6:1
3:13:1
32.97
D.P. 39.003
36.79
0.040 0.040 0.040
D.P. 39.203
6
.986:1
6:1
3:13:1
WE
11' SOIL10' GR8' GRB
2SFD SOILCONC30' INGRESS-EGRESSDB L-18 PG 277
DB B-13 PG 138(MAP)
32 MARKED GRAVES
CEMETERY
JOHN DAVID HODGES, JR.
DB G-4 PG 244
DB G-4 PG 244
JOHN DAVID HODGES, JR.
DB J-5 PG 538
WILLIAM FRANKLIN HOLIDAY HEIRS PATRICIA G. WOOLARD
+67.42
67.00'+90.03104.50'+39.29
35.06'
35.33'
+00.66 82.66'+19.10Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
BREAK
ACCESS
BREAK
ACCESS
BREAK
ACCESS
6" WATERMAIN
6" WATERMAIN
12" STEEL
NCGS HOLLIDAY
ELEV=54.61'
207' RT
BL STA 258+07
BM11
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh25_utl.dgnFkeys8/17/99R-2511 25
NAD 83/ 2011
MATCHLINE -L- STA. 275+00 SEE SHEET 24MATCHLINE -L- STA. 288+00 SEE SHEET 26www.rkk.com
Engineers | Construction Managers | Planners | Scientists
280+00 285+00
-L- CS Sta. 275+53.12
-L- ST Sta. 276+73.12
275+00
PROP. 47" WW FENCE
PROP. 47" WW FENCE
98 102
103
103
C
A
F
F
F
F
C
F
F F F F F
F
C
F
F
F
F F
F
F
ENGLISH
DETAIL FOR SITE 7
HC HC
CLEARING
DENOTES HAND
SHEET 8 OF 29
UTILITY PERMIT DRAWING
SITE 7
15" RCP
15" RCP15" RCP
24" CMP
15" RCP30" RCPINV=51.58'
INV=50.65'
INV=54.43'
INV=55.27'30" RCPSD
15" RCP-III 18"
FS
2GI
15" RCP-III 18"
REMOVE
ON BANKS ONLY
W/ 50 SY GEO FAB
26 TONS CL I RIPRAPREMOVE
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
REMOVE
REMOVE
15"
DI
REMOVE REMOVE2GI
HW
SEE DETAIL Y
TOE PROTECTION
DI
15" RCP-IV15" RCP-IV
15"
15" RCP-IV
2GI
48" RCP-III (BURIED 1')SEE DETAIL Q
LATERAL V DITCH
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
SEE DETAIL E
LATERAL V DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
SEE DETAIL G
SPECIAL CUT 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL E
LATERAL V DITCH
SEE DETAIL E
LATERAL V DITCH
FS
2GI
15" RCP-III 15" RCP-III
WE
11' SOIL10' GR8' GRB
2SFD SOILCONC30' INGRESS-EGRESSDB L-18 PG 277
DB B-13 PG 138(MAP)
32 MARKED GRAVES
CEMETERY
JOHN DAVID HODGES, JR.
DB G-4 PG 244
DB G-4 PG 244
JOHN DAVID HODGES, JR.
DB J-5 PG 538
WILLIAM FRANKLIN HOLIDAY HEIRS PATRICIA G. WOOLARD
+67.42
67.00'+90.03104.50'+39.29
35.06'
35.33'
+00.66 82.66'+19.1051 5252 5252535353
5353535354
545454
54 5454
54
545454 54545
454545456
56
565656
56 5656565656
5656
56
56
5656565757
57
57 575757575757575
7 575757
57575757
57 57
57575757
575757575757 57575858
585858585
8
5858 585
8
5858 585858
58585
8
58585859
595959
59
595959
59
59
595959
59
59 59595555
55
55
55555555 555555555555606
060
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
BREAK
ACCESS
BREAK
ACCESS
BREAK
ACCESS
6" WATERMAIN
6" WATERMAIN
12" STEEL
NCGS HOLLIDAY
ELEV=54.61'
207' RT
BL STA 258+07
BM11
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh25_utl_con.dgnFkeys8/17/99R-2511 25
NAD 83/ 2011
MATCHLINE -L- STA. 275+00 SEE SHEET 24MATCHLINE -L- STA. 288+00 SEE SHEET 26www.rkk.com
Engineers | Construction Managers | Planners | Scientists
280+00 285+00
-L- CS Sta. 275+53.12
-L- ST Sta. 276+73.12
275+00
PROP. 47" WW FENCE
PROP. 47" WW FENCE
98 102
103
103
C
A
F
F
F
F
C
F
F F F F F
F
C
F
F
F
F F
F
F
ENGLISH
DETAIL FOR SITE 7
HC HC
CLEARING
DENOTES HAND
SHEET 9 OF 29
UTILITY PERMIT DRAWING
SITE 7
15" RCP
15" RCP15" RCP
24" CMP
15" RCP30" RCPINV=51.58'
INV=50.65'
INV=54.43'
INV=55.27'30" RCPSD
15" RCP-III 18"
FS
2GI
15" RCP-III 18"
REMOVE
ON BANKS ONLY
W/ 50 SY GEO FAB
26 TONS CL I RIPRAPREMOVE
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
REMOVE
REMOVE
15"
DI
REMOVE REMOVE2GI
HW
SEE DETAIL Y
TOE PROTECTION
DI
15" RCP-IV15" RCP-IV
15"
15" RCP-IV
2GI
48" RCP-III (BURIED 1')SEE DETAIL Q
LATERAL V DITCH
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
SEE DETAIL E
LATERAL V DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
SEE DETAIL G
SPECIAL CUT 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL E
LATERAL V DITCH
SEE DETAIL E
LATERAL V DITCH
FS
2GI
15" RCP-III 15" RCP-III
+67.42
67.00'+90.03104.50'+39.29
35.06'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
6" WATERMAIN
DETAIL FOR SITE 7
025
SCALE FOR INSETS
5025
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh25_Detail_utl.dgnFkeys8/17/99R-2511 25
NAD 83/ 2011
ENGLISH
HC HC
CLEARING
DENOTES HAND
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SHEET 10 OF 29
UTILITY PERMIT DRAWING
280+00
30" RCPINV=51.58'
INV=50.65'REMOVEHW
SEE DETAIL Y
TOE PROTECTION
48" RCP-III (BURIED 1')
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
6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_prm_xpl_Site 7_280+50_utl.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/1655 55
60 60
65 65
50 50278+50.00
50 50
55 55
60 60
65 65
45 45
279+00.00
50 50
55 55
60 60
65 65
45 45
279+50.00
50 50
55 55
60 60
65 65
45 45
280+00.00
50 50
55 55
60 60
65 65
45 45
280+50.00
50 50
55 55
60 60
65 65
45 45
281+00.00
X-89R-2511
-L-
5 10
WETLAND
WETLAND WETLAND
WETLAND
STREAM
SHEET 11 OF 29
UTILITY PERMIT DRAWING
56.89
0.0256:1
6
:1
0.025
D.P. 58.620
6
:1 6:1
3:13:1
52.78
3:1
3:154.43
55.99
0.025
5:1
4
.77
:1
0.025
D.P. 58.445
6
:1 6:1
3:13:1
52.21
3:1
3:154.15
54.16
0.025
4
.6
0
:1
0.025
D.P. 58.270
6
:1 6:1
4:1
3:13:1
51.63
3:13:153.86
53.96
0.025
4
.4
0
:1
0.025 0.025
D.P. 58.491
6
.225
:1 6:1
3:1
3:13:1
51.06
53.584:154.01
0.025
4
.5
9
:1
0.025 0.025
D.P. 58.749
6
.573
:1
6:1
3:1
3:13:1
51.42
53.77
0.025
5
.31
:1
0.025 0.025
D.P. 59.008
7
.113:1 6:1
3:1
3:13:1
52.34
WF
WF
WF
S
8' SOI
LGATE15" RCPSOIL
HW
HW
T
6" WATERMAIN
6
" WATERMA
IN
25 PAIR COPPER
25
PA
IR
COPPER
12" STEEL
CUL1 CUL2
CE1
HW1
CUL3 CUL4CE2
HW28'X3'
NCGS ROSS
FEFFREY W. HARRISON, et ux
STANLEY-WARD FAMILY TRUST
CARL L. BEACHAM, JR., et al
CARL L. BEACHAM, JR., et al
GUY W. LIVESAY, et ux
EXISTING R/W +30.43297.56'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh30_utl.dgnFkeys8/17/99R-2511 30
NAD 83/ 2011
MATCHLINE -L- STA.
340+50 SEE SHEET 29MATCHLINE -L- STA. 353+00 SEE SHEET 31www.rkk.com
Engineers | Construction Managers | Planners | Scientists
345+00
350+00
-L- TS Sta. 342+97.01 -L- SC Sta. 344+97.01
-L-
C
A
C
A
C
A
121
122
124
123
125
F F
F
F
F
F
F
F
F
F
F
F
HC HC
CLEARING
DENOTES HAND
ENGLISH
SHEET 12 OF 29
UTILITY PERMIT DRAWING
SITE 8
SE
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
2GI
15" RCP-III
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION REMOVEREMOVE
SEE DETAIL Q
LATERAL V DITCH
SEE DETAIL P
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
1
0'x
6' RCBCSEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
WF
WF
WF
S
8' SOI
LGATE15" RCPSOIL
HW
HW
T
6" WATERMAIN
6
" WATERMA
IN
25 PAIR COPPER
25
PA
IR
COPPER
12" STEEL
CUL1 CUL2
CE1
HW1
CUL3 CUL4CE2
HW28'X3'
NCGS ROSS
FEFFREY W. HARRISON, et ux
STANLEY-WARD FAMILY TRUST
CARL L. BEACHAM, JR., et al
CARL L. BEACHAM, JR., et al
GUY W. LIVESAY, et ux
EXISTING R/W +30.43297.56'3738383839394
1
4
141
414
1 4141
414
14141
4141
41 41414141
4
1
41414141414141414141414
1414141
4
14141414141
41 41414
1
42
4242
42
42
42
424
24242424242 42424242
4242424242424242424242 424242424242
4242
424242
4242424242424242424
2
4242424242424242 4242 4242
424242 4242424242 4242424
242
424242424343
43
43
43
4343434343 434343434343
4
3 43
4
3
4
3
4 3
43
4343434343434343434343434343434343 43
43
43
43434343
43434343434343
434344
4
4
444444444444444444
4444
44
44
44 44444646
46
4040404040404545454545
45
4545454545
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh30_utl_con.dgnFkeys8/17/99R-2511 30
NAD 83/ 2011
MATCHLINE -L- STA.
340+50 SEE SHEET 29MATCHLINE -L- STA. 353+00 SEE SHEET 31www.rkk.com
Engineers | Construction Managers | Planners | Scientists
345+00
350+00
-L- TS Sta. 342+97.01 -L- SC Sta. 344+97.01
-L-
C
A
C
A
C
A
121
122
124
123
125
F F
F
F
F
F
F
F
F
F
F
F
HC HC
CLEARING
DENOTES HAND
ENGLISH
SHEET 13 OF 29
UTILITY PERMIT DRAWING
SITE 8
SE
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
2GI
15" RCP-III
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION REMOVEREMOVE
SEE DETAIL Q
LATERAL V DITCH
SEE DETAIL P
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
1
0'x
6' RCBCSEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
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
6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_prm_xpl_Site 8_345+00_utl.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/1640 40
45 45
50 50
55 55
35 35343+00.00
40 40
45 45
50 50
55 55
35 35343+50.00
40 40
45 45
50 50
55 55
35 35344+00.00
40 40
45 45
50 50
55 55
35 35344+50.00
40 40
45 45
50 50
55 55
35 35345+00.00
40 40
45 45
50 50
55 55
35 35345+50.00
X-110R-2511
-L-
5 10
WETLANDWETLAND
WETLAND WETLAND
WETLAND
WETLAND
WETLAND
WETLANDWETLANDWETLANDWETLAND
STREAM
WETLAND
WETLAND
WETLAND
SHEET 14 OF 29
UTILITY PERMIT DRAWING
42.51
0.001
5
.56
:1
0.025
D.P. 45.318
6
.346
:1
6:1
3:1
42.14
0.013
4
.97
:1
0.025
D.P. 45.618
6
.528
:1
6:1
3:1
42.05
0.026
4
.5
1
:1
0.026
D.P. 45.922
6
.673
:1
6:1
3:1
40.92
0.038 0.038
D.P. 46.297
6
.946:1
6:1
4
:1
3:1
41.13
0.050
0.050
D.P. 46.668
7
.224:1
6:1
3:1
3
:1
41.92
0.050
0.050
D.P. 46.968
7
.224:1
6:1
3
:1
3:1
WG
8' SOIL8' GR8' GR60" WW48" WD
B
6
0
" WW
60" WW8' SOIL8' SOILRUINS
1SFD
W
2SFD
S
48" WD
48" WD GATEDAM
DAM
M35743.01EIP
EIP
EIP
150.00'EXISTING R/W
EXISTING R/W
PC "C" PG 16-C
DB K-11 PG 150
ROBERT T. TAYLOR
GUY W. LIVESAY, et ux
DB Y-12 PG 945
LARRY D. WATSON, et ux
DB X-16 PG 301
PC "C" SLIDE 16-C (LOT 7)
DRAWN BY TAX MAPPING
DB B-12 PG 34
UNKNOWN DEED BOOK
STANLEY-WARD FAMILY TRUST
PC "C" SLIDE 137-B
DB P-12 PG 675
+36.63
4.81
'+96.86
2.82
'+87.71
10.85'
+51.92
6.06'
+92.41
164.58'
DB Y-23 PG 652
HARRISON, et ux
FEFFREY W.
VICKIE PRICE EVANS
ACQUIRED BY WILL
DONNA PRICE GRAY
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
BREAK
ACCESS
BREAK
ACCESS
BREAK
ACCESS BREAK
ACCESS
BREAK
ACCESS
6" WATERMAIN
25 PAIR COPPER
25 PAIR COPPER
12" STEEL
ELEV=42.80'
133' RT
BL STA 344+91
BM14
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh31_utl.dgnFkeys8/17/99R-2511 31
NAD 83/ 2011
MATCHLINE -L- STA. 353+00 SEE SHEET 30MATCHLI
NE
-L-
STA.
366+00 SEE SHEET 32www.rkk.com
Engineers | Construction Managers | Planners | Scientists
355+00
360+00
365+00
-L- SC Sta. 359+50.32
-L- SRS Sta. 357+50.32
-L- CS Sta. 355+50.32
-L-
C
A
C
A
C
A
C
A
125
124
126
127
128
129
123
F
F
F F F
F
F
F
F
F
F
F
F
FFF
F
F
F
F
DETAIL FOR SITE 9
ENGLISH
FILL IN WETLANDDENOTES TEMPORARY
HC HC
CLEARING
DENOTES HAND
SHEET 15 OF 29
UTILITY PERMIT DRAWING
SITE 9
15" RCP
15" RCP
15" RCP
15" RCP
8'X6'8'X6'
POND
POND
18"
18"
FS
2GI
15" RCP-III HW
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP 15" RCP-III 15" RCP-III FS
2GI
2GI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP2 @ 36" RCP-IIISEE DETAIL Q
LATERAL V DITCH
15"
24"
41.0'
ELEVATION
POND TO
EXISTING
BACKFILL
DRAIN &
REMOVE
REMOVE REMOVE
REMOVE
REMOVESEE DETAIL Y
TOE PROTECTION
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL R
LATERAL 4' BASE DITCH
SEE DETAIL R
LATERAL 4' BASE DITCH (2) @ 11'x8' RCBC
WG
8' SOIL8' GR8' GR60" WW48" WD
B
6
0
" WW
60" WW8' SOIL8' SOILRUINS
1SFD
W
2SFD
S
48" WD
48" WD GATEDAM
DAM
M35743.01EIP
EIP
EIP
150.00'EXISTING R/W
EXISTING R/W
PC "C" PG 16-C
DB K-11 PG 150
ROBERT T. TAYLOR
GUY W. LIVESAY, et ux
DB Y-12 PG 945
LARRY D. WATSON, et ux
DB X-16 PG 301
PC "C" SLIDE 16-C (LOT 7)
DRAWN BY TAX MAPPING
DB B-12 PG 34
UNKNOWN DEED BOOK
STANLEY-WARD FAMILY TRUST
PC "C" SLIDE 137-B
DB P-12 PG 675
+36.63
4.81
'+96.86
2.82
'+87.71
10.85'
+51.92
6.06'
+92.41
164.58'
DB Y-23 PG 652
HARRISON, et ux
FEFFREY W.
VICKIE PRICE EVANS
ACQUIRED BY WILL
DONNA PRICE GRAY 3232333333343434363636373737383838
393939
3939
393941
41
4
1
4141
4141414141414141
41
41414141
4141
41
414141414141414141414141 4242
4242
424
242
42
42
42
42
42
42
424242
4242
42 424242424242424242424242 42424
242424242424242424242
42424242424242
42
4242
42 42
424242 42424242424242424
2
424
2 4242
42424242424242 424242
4242424243
43
43
43
43
43
43
434343434343434343434343434343 43
434343
4343 434
3
43434
3
43
434343434343 43434
343 4
34343434343434343434343434343444444 44444444
44
44
4444444444
44444
4
44444444444444444
4 444444463535404040404040
404040 404040404040404040
4040454545454545Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
BREAK
ACCESS
BREAK
ACCESS
BREAK
ACCESS BREAK
ACCESS
BREAK
ACCESS
6" WATERMAIN
25 PAIR COPPER
25 PAIR COPPER
12" STEEL
ELEV=42.80'
133' RT
BL STA 344+91
BM14
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh31_utl_con.dgnFkeys8/17/99R-2511 31
NAD 83/ 2011
MATCHLINE -L- STA. 353+00 SEE SHEET 30MATCHLI
NE
-L-
STA.
366+00 SEE SHEET 32www.rkk.com
Engineers | Construction Managers | Planners | Scientists
355+00
360+00
365+00
-L- SC Sta. 359+50.32
-L- SRS Sta. 357+50.32
-L- CS Sta. 355+50.32
-L-
C
A
C
A
C
A
C
A
125
124
126
127
128
129
123
F
F
F F F
F
F
F
F
F
F
F
F
FFF
F
F
F
F
DETAIL FOR SITE 9
ENGLISH
FILL IN WETLANDDENOTES TEMPORARY
HC HC
CLEARING
DENOTES HAND
SHEET 16 OF 29
UTILITY PERMIT DRAWING
SITE 9
15" RCP
15" RCP
15" RCP
15" RCP
8'X6'8'X6'
POND
POND
18"
18"
FS
2GI
15" RCP-III HW
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP 15" RCP-III 15" RCP-III FS
2GI
2GI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP2 @ 36" RCP-IIISEE DETAIL Q
LATERAL V DITCH
15"
24"
41.0'
ELEVATION
POND TO
EXISTING
BACKFILL
DRAIN &
REMOVE
REMOVE REMOVE
REMOVE
REMOVESEE DETAIL Y
TOE PROTECTION
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL R
LATERAL 4' BASE DITCH
SEE DETAIL R
LATERAL 4' BASE DITCH (2) @ 11'x8' RCBC
WG
9' GR9'
SOIL8' SOIL48" WD
1SBKD
FLAG9'
SOIL2SFD
S
S
B
10' CONCWD
OH
72" CHL
NATURAL GAS M36048.31EXIST. R/W MON
EXIST. R/W MON
DB 08E PG 107
JAMES A. SMITH
DB W-19 PG 163
MB 13 PG 54 (LOT 2)
TRACT 5
DB X-19 PG 784
CARL L. BEACHAM, JR., et al
DB P-10 PG 507
MB 12 PG 54
DRAWN BY TAX MAPPING
DB B-12 PG 34
FIELD
DRAIN
ST
BUD O. ROGERSON
ACQUIRED BY WILL
DONNA PRICE GRAY
ACQUIRED BY WILL
DONNA PRICE GRAY
PC D SL 218H
DB Q-27 PG 454
CARROLL W. BARNES
PATSY R. BARNES
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
BREAK
ACCESS
BREAK
ACCESS
BREAK
ACCESS
BREAKACCESS
BREAK
ACCESS
6" WATERMAIN
25 PAIR COPPER
25 PAIR COPPER
12" STEEL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh32_utl.dgnFkeys8/17/99R-2511 32
NAD 83/ 2011
MATCHLINE -L- STA. 366+00 SEE SHEET 31MATCHLINE -L- STA. 379+00 SEE SHEET 33www.rkk.com
Engineers | Construction Managers | Planners | Scientists
370+00
375+00
-L- SC Sta. 374+36.24 -L- CS Sta. 377+79.18
-L- CS Sta. 370+56.24
-L- SRS Sta. 372+56.24
-L-+39C
A
C
A
128
128
131
132
133
134
C
A
F F F
F F
F
F
F
F
F
F F
025
SCALE FOR INSETS
5025
DETAIL FOR SITE 9
ENGLISH
HC HC
CLEARING
DENOTES HAND
SHEET 17 OF 29
UTILITY PERMIT DRAWING
SITE 9
HWHWHWHW18" HDPE
SF
15" RCP-IV
15" RCP-IV
DI
DI
DI
15" RCP-IV RCP-IV 15"FS
FS
2GI
2GI15" RCP-III 15" RCP-III 24"
24"
18"
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
RCP-IV
15"
DI
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL V
LATERAL 12' BASE DITCH
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL W
STANDARD 12' BASE DITCH
24"
WG
9' GR9'
SOIL8' SOIL48" WD
1SBKD
FLAG9'
SOIL2SFD
S
S
B
10' CONCWD
OH
72" CHL
NATURAL GAS M36048.31EXIST. R/W MON
EXIST. R/W MON
DB 08E PG 107
JAMES A. SMITH
DB W-19 PG 163
MB 13 PG 54 (LOT 2)
TRACT 5
DB X-19 PG 784
CARL L. BEACHAM, JR., et al
DB P-10 PG 507
MB 12 PG 54
DRAWN BY TAX MAPPING
DB B-12 PG 34
FIELD
DRAIN
ST
BUD O. ROGERSON
ACQUIRED BY WILL
DONNA PRICE GRAY
ACQUIRED BY WILL
DONNA PRICE GRAY
PC D SL 218H
DB Q-27 PG 454
CARROLL W. BARNES
PATSY R. BARNES36373838
38
393
939
39
3941
41414
1
41
414141414141 414141
4141
41 41414141 4142 4242
42
4
2
42 424242
4
2
4
2
4242424242 43434343
43
434343 434343434343434344
44
44444444
44
44
444444
4 4
444444
4444444646
4
6
46 46464
6
464646
4646464747
4747
47
474747
474747 4747 4848
4
8
4848484848
48
48484
8484
8 4848484949
4949494
9
4040
40
404040
404040
4
0 404
0 404040404040
404040404
0
4040404040454545
45
45454545454545
45454550Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
BREAK
ACCESS
BREAK
ACCESS
BREAK
ACCESS
BREAKACCESS
BREAK
ACCESS
6" WATERMAIN
25 PAIR COPPER
25 PAIR COPPER
12" STEEL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh32_utl_con.dgnFkeys8/17/99R-2511 32
NAD 83/ 2011
MATCHLINE -L- STA. 366+00 SEE SHEET 31MATCHLINE -L- STA. 379+00 SEE SHEET 33www.rkk.com
Engineers | Construction Managers | Planners | Scientists
370+00
375+00
-L- SC Sta. 374+36.24 -L- CS Sta. 377+79.18
-L- CS Sta. 370+56.24
-L- SRS Sta. 372+56.24
-L-+39C
A
C
A
128
128
131
132
133
134
C
A
F F F
F F
F
F
F
F
F
F F
025
SCALE FOR INSETS
5025
DETAIL FOR SITE 9
ENGLISH
HC HC
CLEARING
DENOTES HAND
SHEET 18 OF 29
UTILITY PERMIT DRAWING
SITE 9
HWHWHWHW18" HDPE
SF
15" RCP-IV
15" RCP-IV
DI
DI
DI
15" RCP-IV RCP-IV 15"FS
FS
2GI
2GI15" RCP-III 15" RCP-III 24"
24"
18"
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
RCP-IV
15"
DI
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL V
LATERAL 12' BASE DITCH
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL W
STANDARD 12' BASE DITCH
24"
WG
WG
WG
WG
WG
RU
INS
9' GR72" CHL
NATURAL GAS
-BL- 41
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]CAC
A
6" WATERMAIN
25 PAIR COPPER
F
F
F
F
F
F
F
F
365+00
370+00
CAT
-1
CAT-1 GREU TL-3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_detail_site 9_utl.dgnFkeys8/17/99R-2511
NAD 83/ 2011
025
SCALE FOR INSETS
5025
31A
DETAIL FOR SITE 9
ENGLISH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SHEET 19 OF 29
UTILITY PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
15" RCP
18" HDPE
HW
HW
15" RCP
8'X6'8'X6'SF
SF
FS 2GI15" RCP-III REMOVE
REMOVEREMOVE
REMOVE
W/ 7 SY GEO FAB
2 TONS CL B RIPRAPSEE
D
ETAI
L YTOE PRO
TECTI
O
N
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL W
STANDARD 12' BASE DITCH
(2) @ 11'x8' RCBC
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
6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_prm_xpl_Site 9_365+00_utl.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/1635 35
40 40
45 45
50 50
55 55
30 30
363+50.00
35 35
40 40
45 45
50 50
55 55
30 30364+00.00
35 35
40 40
45 45
50 50
55 55
30 30364+50.00
35 35
40 40
45 45
50 50
55 55
30 30365+00.00
35 35
40 40
45 45
50 50
55 55
30 30365+50.00
X-117R-2511
-L-
5 10
WETLAND
WETLAND
WETLAND
SHEET 20 OF 29
UTILITY PERMIT DRAWING
42.28
0.050
6:1
4
.3
0
:1
0.050
D.P. 45.813
6
:1 7.224:1
3:1
3:141.00
3:13:1
35.52
42.22
0.050 0.050
D.P. 46.338
6
:1 7.224:1
3:15:1
3:13:1
35.37
40.32
0.050 0.050
D.P. 46.863
6
:1 7.224:1
3:13:13:1
35.21
3:1
40.20
0.050 0.050
D.P. 47.388
6
:1 7.224:1
3:13:1
3:13:1
35.06
37.32
0.050 0.050
D.P. 47.901
6
:1 7.224:1
3:13:1
3:13:1
34.91
WH
WH
WH
10' BST10' BST
2SFD
10' SOIL8' GR8' GR1SBKDW
SG
S
CONC
CONCT
EIP
EIP
EIP
EXIST. R/W MON
DB N-11 PG 126
LOT 2
PC B SLIDE 306-B
JOSEPH S. GRIFFIN
DB U-20 PG 475
JAMES C. GUARD, JR., et ux
MB 13 PG 14
DB G-17 PG 366
KENNEDY, et ux
HUGH B.
DB N-11 PG 299
MINNIE A. HARRISON
DB J-21 PG 30
PC B SLIDE 306-B
LOT 11
PC B SLIDE 306-B
LOT 1
DB N-11 PG 126
JOSEPH S. GRIFFIN
LOT 3 (OUT PARCEL)
PC B SLIDE 306-B
DB A-24 PG 193
JOSEPH S. GRIFFIN,JR.
JOSEPH S. GRIFFIN
DB L-16 PG 759
THOMAS BUNDY
DB 25 PG 293
J. COMER GRIFFIN
MB 13 PG 14
DB T-10 PG 654
DB M-24 PG 284
SETH & RACHEL PERRY FARMS, LLC
PARCEL 2
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
100 PAIR COPPER
12" STEEL
100 PAIR COPPER
PI
C
4
8
NCGS BEECH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh43_utl.dgnFkeys8/17/99R-2511 43
NAD 83/ 2011
MATCHLINE -L- STA. 509+00 SEE SHEET 42MATCHLINE -L- STA.
522+00 SEE SHEET 44www.rkk.com
Engineers | Construction Managers | Planners | Scientists
BDOBDO
510+00 515+00
520+00
-L- TS Sta. 513+20.65
-L- SC Sta. 514+20.65
-L- CS Sta. 521+98.66
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE +51C
A
C
A
171
172
174
175A
177
178
173
175
C
A
179
F
F
F
F F
F
F
F
F
F
F
FF
F
F F
C
FFFFF
F
INSET A
DETAIL FOR SITE 12
ENGLISH
FILL IN WETLANDDENOTES TEMPORARY
SHEET 21 OF 29
UTILITY PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
INSET B
DETAIL FOR SITE 12
SITE 12
HWHW
15" RCP
15" RCP
15" RCP 15" RCP
15" RCP
SPILL GATE
30" RCPINV=48.27'
INV=47.46'24" RCP24" RCPINV=46.42'INV=46.22'
INV=46.24'
INV=46.10'
POND
SH
SH2
PA
SEE DETAIL E
LATERAL V DITCHSEE DETAIL E
LATERAL V DITCH
15"
15" RCP-III
DI
24" RCP-III
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL E
LATERAL V DITCH
15"
HW
HW SEE DETAIL E
LATERAL V DITCH
REMOVE15" RCP-III 2GI
FS 15" RCP-III 2GI
DI
DI DI
15" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV RCP-IV
15"
SEE DETAIL N
SPECIAL LATERAL V DITCH
18" REMOVEREMOVEREMOVE
REMOVE
REMOVE
REMOVE
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
(BANKS ONLY)
W/ 75 SY GEO FAB
40 TONS CL I RIPRAP
W/ 14 SY GEO FAB
5 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
SEE DETAIL F
LATERAL 4' BASE DITCH
DI
15" RCP-IV
15" RCP-III1
8" RCP-III
SEE DETAIL F
LATERAL 4' BASE DITCH
REMOVE
SEE DETAIL F
BASE DITCH
LATERAL 4'
(
B
U
RIE
D
1')
66"
R
C
P-III
(
B
URIE
D
1')
6
6"
R
C
P-III
JB w/MH
HW
54" RCP-III (BURIED 1')IMPACTS TO WETLAND WH.
CONSTRUCTION WITHIN POND MAY CAUSE TEMPORARY
CONSTRUCTION IMPACTS BEYOND LIMITS OF POND.
BASED ON POND ELEVATION. DO NOT EXTEND
SLOPE NOT TO EXCEED 0.50%. FILL MAY BE REQUIRED
ELEVATION 48.0'. USE CHANNEL CHANGE DETAIL M AT A
TIE LOW FLOW CHANNEL IN POND TO #4314 INVERT AT
DRAIN POND AND VERIFY BOTTOM OF POND ELEVATION.
WH
WH
WH
10' BST10' BST
2SFD
10' SOIL8' GR8' GR1SBKDW
SG
S
CONC
CONCT
EIP
EIP
EIP
EXIST. R/W MON
DB N-11 PG 126
LOT 2
PC B SLIDE 306-B
JOSEPH S. GRIFFIN
DB U-20 PG 475
JAMES C. GUARD, JR., et ux
MB 13 PG 14
DB G-17 PG 366
KENNEDY, et ux
HUGH B.
DB N-11 PG 299
MINNIE A. HARRISON
DB J-21 PG 30
PC B SLIDE 306-B
LOT 11
PC B SLIDE 306-B
LOT 1
DB N-11 PG 126
JOSEPH S. GRIFFIN
LOT 3 (OUT PARCEL)
PC B SLIDE 306-B
DB A-24 PG 193
JOSEPH S. GRIFFIN,JR.
JOSEPH S. GRIFFIN
DB L-16 PG 759
THOMAS BUNDY
DB 25 PG 293
J. COMER GRIFFIN
MB 13 PG 14
DB T-10 PG 654
DB M-24 PG 284
SETH & RACHEL PERRY FARMS, LLC
PARCEL 2
444646
464
7
474747474
8
484848484848484
9
49
49
494949494949494949495
151 515151
515
1
51
51515
1
515151
5
1 51515
252 5252
5252
52
52
5252525252525252
5
2
5
2
53
535353
5
3
53
5353
53
535353 5353535353
5
3
53535
3
54
54
54
5454
54
5
4
54
5454
54
54 54545454545454545
4 54545
4
54
5
4 545
4 5456
56
5656
56
56
56565656
56565
6
56565656
56 56565656 565757 575757
57
575757 575
7
57 57575
757
5757585858
58
58
5858
5
8 5858
58
58
5
8
595959
59595961 454545505050
5050
5
0
5 0
50 50
50
5050505050505050 55
55
555555
55
55
55
55
5555555555
5
5
555555 5555 555555
60
6060
6
06
0
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
100 PAIR COPPER
12" STEEL
100 PAIR COPPER
PI
C
4
8
NCGS BEECH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh43_utl_con.dgnFkeys8/17/99R-2511 43
NAD 83/ 2011
MATCHLINE -L- STA. 509+00 SEE SHEET 42MATCHLINE -L- STA.
522+00 SEE SHEET 44www.rkk.com
Engineers | Construction Managers | Planners | Scientists
BDOBDO
510+00 515+00
520+00
-L- TS Sta. 513+20.65
-L- SC Sta. 514+20.65
-L- CS Sta. 521+98.66
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE +51C
A
C
A
171
172
174
175A
177
178
173
175
C
A
179
F
F
F
F F
F
F
F
F
F
F
FF
F
F F
C
FFFFF
F
INSET A
DETAIL FOR SITE 12
ENGLISH
FILL IN WETLANDDENOTES TEMPORARY
SHEET 22 OF 29
UTILITY PERMIT DRAWING
HC HC
CLEARING
DENOTES HAND
INSET B
DETAIL FOR SITE 12
SITE 12
HWHW
15" RCP
15" RCP
15" RCP 15" RCP
15" RCP
SPILL GATE
30" RCPINV=48.27'
INV=47.46'24" RCP24" RCPINV=46.42'INV=46.22'
INV=46.24'
INV=46.10'
POND
SH
SH2
PA
SEE DETAIL E
LATERAL V DITCHSEE DETAIL E
LATERAL V DITCH
15"
15" RCP-III
DI
24" RCP-III
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL E
LATERAL V DITCH
15"
HW
HW SEE DETAIL E
LATERAL V DITCH
REMOVE15" RCP-III 2GI
FS 15" RCP-III 2GI
DI
DI DI
15" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV RCP-IV
15"
SEE DETAIL N
SPECIAL LATERAL V DITCH
18" REMOVEREMOVEREMOVE
REMOVE
REMOVE
REMOVE
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
(BANKS ONLY)
W/ 75 SY GEO FAB
40 TONS CL I RIPRAP
W/ 14 SY GEO FAB
5 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
SEE DETAIL F
LATERAL 4' BASE DITCH
DI
15" RCP-IV
15" RCP-III1
8" RCP-III
SEE DETAIL F
LATERAL 4' BASE DITCH
REMOVE
SEE DETAIL F
BASE DITCH
LATERAL 4'
(
B
U
RIE
D
1')
66"
R
C
P-III
(
B
URIE
D
1')
6
6"
R
C
P-III
JB w/MH
HW
54" RCP-III (BURIED 1')IMPACTS TO WETLAND WH.
CONSTRUCTION WITHIN POND MAY CAUSE TEMPORARY
CONSTRUCTION IMPACTS BEYOND LIMITS OF POND.
BASED ON POND ELEVATION. DO NOT EXTEND
SLOPE NOT TO EXCEED 0.50%. FILL MAY BE REQUIRED
ELEVATION 48.0'. USE CHANNEL CHANGE DETAIL M AT A
TIE LOW FLOW CHANNEL IN POND TO #4314 INVERT AT
DRAIN POND AND VERIFY BOTTOM OF POND ELEVATION.
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ENGLISH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh43_Detail_utl.dgnFkeys8/17/99ENGLISH
0
R-2511 43
NAD 83/ 2011
25
SCALE FOR INSETS
5025
INSET A
DETAIL FOR SITE 12
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
HC HC
CLEARING
DENOTES HAND
INSET B
DETAIL FOR SITE 12
SHEET 23 OF 29
UTILITY PERMIT DRAWING
WI
9' SOIL1SFDS
B
10' CONC
S
1SFD
72" WD 36" WD36" WDG
1SBKD 36" WD
1•SFD
1•
S
B
K
D
15' CONC 72" PVC
18' CONCCONC2SFD
17' CONC12' CONC2SFD
S
1SFD 8' SOI
LW8' SOI
L10' SOILS
CONC
M3
8
5
9.7
9 M3
8
6
8.19M3
8
7
5.4
1 TRUDYS TRAIL BSTCLYDES DRIVE BST
CONC ISL
T
TC
TC
NC POWER EASEMENT
EIP
EIP
EIP
EIP
EIP
EIP
EIP
50.00'EXISTING R/WEXISTING R/WWILL BOOK 8 PG 103
DB M-24 PG 284
DB X-21 PG 959
DB K-25 PG 747
JOHN ALLEN STAHL
DB Z-15 PG 731
DONALD L. CLARK
DB K-21 PG 469
ISIDRO MORALES CARDONIA
CALVIN JAMES ,et ux
DB P-22 PG 823
DB G-14 PG 299
WILL BOOK 8 PG 103
DB X-21 PG 959
DB M-24 PG 284
HOLLY CREEK BLVDSR 1205 18' BSTSETH & RACHEL PERRY FARM, LLC
SETH & RACHEL PERRY FARM, LLC
SECURE, INC
DB A-261 PG 112
JOSEPHINE H. MANNING HEIRS
MB 13 PG 41
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8" MAIN
8" MAIN4" MAIN4" MAIN 4" MAI
N50
PAIR
COPPER
50 PAIR COPPER
100 PAIR COPPER 50 PAIR COPPER18 PAI
R COPPER50 PAIR COPPER
6 PAIR COPPER
12" STEEL
100 PAIR COPPER
50 PAIR COPPER
ELEV=53.51'
45' RT
BL STA 535+08
BM22
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh46_utl.dgnFkeys8/17/99R-2511 46
NAD 83/ 2011
MATCHLINE -L- STA. 546+00 SEE SHEET 45MATCHLI
NE
-L-
STA. 559+00 SEE SHEET 47www.rkk.com
Engineers | Construction Managers | Planners | Scientists
550+00
555+0010+00-L- TS Sta. 550+41.62
-L- SC Sta. 552+81.62
-Y11- POT Sta. 10+00.00
-L- POC Sta. 554+53.31
-Y11- POT Sta. 13+28.44=
-L--Y11-PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
-Y11- Sta. 10+60.00
BEGIN CONSTRUCTION
+70.00
END FENCE
END C/A
+85.00
BEGIN FENCE
BEGIN C/A
+56+28184
184
185
186
187
188
189
187AC
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FFFFC
C
C
F
F
CLEARINGDENOTES MECHANIZED
ENGLISH
HC HC
CLEARING
DENOTES HAND
SHEET 24 OF 29
UTILITY PERMIT DRAWING
SITE 14
vvvvvvvvvvHW15" RCP
15" RCP
HW 15" RCP15" HDPE15" RCP
15" RCP
15" HDPE
15" RCP
9
0
8
7
4
1.4
8
4
2
18
9
0
8
8
4
0.6
3
4
2
18
9
0
8
9
4
1.7
4
9
0
9
0
4
1.7
4
9
0
9
1
4
1.7
4
18" RCPINV=41.47'INV=40.63'POOL24"
SEE DETAIL E
LATERAL V DITCH SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL I
W/ HINGE
SPECIAL CUT DITCH15" RCP-III 2GI FS
REMOVE FS
15" RCP
-
III
15" RCP-IV
15" RCP-III
15" RCP-III 15" RCP-III 2GI
DI
DI
DI
2GI
30" RCP-IV
18"
REMOVE
REMOVE
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL J
LATERAL 4' BASE DITCH
REMOVE REMOVE
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL N
V DITCH
SPECIAL LATERAL
SEE DETAIL N
V DITCH
SPECIAL LATERAL
SEE DETAIL Y
TOE PROTECTION
15"
REMOVE PIPE
WI
9' SOIL1SFDS
B
10' CONC
S
1SFD
72" WD 36" WD36" WDG
1SBKD 36" WD
1•SFD
1•
S
B
K
D
15' CONC 72" PVC
18' CONCCONC2SFD
17' CONC12' CONC2SFD
S
1SFD 8' SOI
LW8' SOI
L10' SOILS
CONC
M3
8
5
9.7
9 M3
8
6
8.19M3
8
7
5.4
1 TRUDYS TRAIL BSTCLYDES DRIVE BST
CONC ISL
T
TC
TC
NC POWER EASEMENT
EIP
EIP
EIP
EIP
EIP
EIP
EIP
50.00'EXISTING R/WEXISTING R/WWILL BOOK 8 PG 103
DB M-24 PG 284
DB X-21 PG 959
DB K-25 PG 747
JOHN ALLEN STAHL
DB Z-15 PG 731
DONALD L. CLARK
DB K-21 PG 469
ISIDRO MORALES CARDONIA
CALVIN JAMES ,et ux
DB P-22 PG 823
DB G-14 PG 299
WILL BOOK 8 PG 103
DB X-21 PG 959
DB M-24 PG 284
HOLLY CREEK BLVDSR 1205 18' BSTSETH & RACHEL PERRY FARM, LLC
SETH & RACHEL PERRY FARM, LLC
SECURE, INC
DB A-261 PG 112
JOSEPHINE H. MANNING HEIRS
MB 13 PG 41vvvv vvvvvvHW15" RCP
15" RCP
HW 15" RCP15" HDPE15" RCP
15" RCP
15" HDPE
15" RCP
9
0
8
7
4
1.4
8
4
2
18
9
0
8
8
4
0.6
3
4
2
18
9
0
8
9
4
1.7
4
9
0
9
0
4
1.7
4
9
0
9
1
4
1.7
4
18" RCPINV=41.47'INV=40.63'3535
3535
3
5
40
40404 0
404040
404045454545
45455050
50
5050505055
555555 55
55
55
55
5
5
3
1
32
33
343636
3636
363636363
6373737
37 373737373
7
3
7
373
7
38
38
3838
3838
3838383
8
383
8
39
393939
3939
3939394141414141
41
4141414
1
4
1 414
1
414242424242
42424242424
2
4
243
434343
434343
44444444
444446464646464647474747
474748
4848
4848484
8
4949
4949
4949495151
51
51
51
515151515151515
2525252
5252
5252
5252525252525252
5
2525252
5
2 5252525353
53
5353
5353
53
53
53535454
54
54
545454
56
56 5656
565656565656
5
7
57
5
757 INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
POOLResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
8" MAIN
8" MAIN4" MAIN4" MAIN 4" MAI
N50
PAIR
COPPER
50 PAIR COPPER
100 PAIR COPPER 50 PAIR COPPER18 PAI
R COPPER50 PAIR COPPER
6 PAIR COPPER
12" STEEL
100 PAIR COPPER
50 PAIR COPPER
ELEV=53.51'
45' RT
BL STA 535+08
BM22
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh46_utl_con.dgnFkeys8/17/99R-2511 46
NAD 83/ 2011
MATCHLINE -L- STA. 546+00 SEE SHEET 45MATCHLI
NE
-L-
STA. 559+00 SEE SHEET 47www.rkk.com
Engineers | Construction Managers | Planners | Scientists
550+00
555+0010+00-L- TS Sta. 550+41.62
-L- SC Sta. 552+81.62
-Y11- POT Sta. 10+00.00
-L- POC Sta. 554+53.31
-Y11- POT Sta. 13+28.44=
-L--Y11-PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
-Y11- Sta. 10+60.00
BEGIN CONSTRUCTION
+70.00
END FENCE
END C/A
+85.00
BEGIN FENCE
BEGIN C/A
+56+28184
184
185
186
187
188
189
187AC
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FFFFC
C
C
F
F
CLEARINGDENOTES MECHANIZED
ENGLISH
HC HC
CLEARING
DENOTES HAND
SHEET 25 OF 29
UTILITY PERMIT DRAWING
SITE 14
24"
SEE DETAIL E
LATERAL V DITCH SEE DETAIL D
SPECIAL CUT DITCH
SEE DETAIL I
W/ HINGE
SPECIAL CUT DITCH15" RCP-III 2GI FS
REMOVE FS
15" RCP
-
III
15" RCP-IV
15" RCP-III
15" RCP-III 15" RCP-III 2GI
DI
DI
DI
2GI
30" RCP-IV
18"
REMOVE
REMOVE
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL J
LATERAL 4' BASE DITCH
REMOVE REMOVE
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL N
V DITCH
SPECIAL LATERAL
SEE DETAIL N
V DITCH
SPECIAL LATERAL
SEE DETAIL Y
TOE PROTECTION
15"
REMOVE PIPE
WI
7
2
" PVC
2SFD
17' CONC12' CONC13' CONCS2SFD
1SBKD
HTRHTR12' SOIL11' SOIL11' SOILHTRHTR10'
CONC1SFD96" WD 10'
CONC2SBKD 2SF
DHTR 9' SOIL9' GRHTR 72" WW1SF BUS
BST
1SFDSOIL10' BSTCONC
RIPRAPM388-22.08GRASS GRASS
GRASS
CONC IS
L
CONC
ISL
CONC ISLSR 1521 MILL INN ROAD BST VARIESTTT TTCCT
HH
20' AREA
RESERVED
BY
OWNERS
TO
HWY
R
/W
E
IP
150.00'EXISTING R/W
EXISTING R/W
JERI LOU GRIFFIN
DB L-18 PG 314
DB G-13 PG 741
DAVID H. LAMB
DB H-17 PG 118
CHARLES D. EDMONDSON
DB B-18 PG 610
PATRICA A. CHESSON
DB T-10 PG 86 (PLAT)
DB B-12 PG 926
DB L-22 PG 194
SIMON A. PERRY III
PC-C SL 44-D
LOTS 4 & 5
PC-C SL 87-C
DB 0-22 PG 924
DB F-23 PG 632
JACKIE L. HESTER
MYRTLE C. JOHNSON
EDWARD F. CUTLER AND
JOHNNY A., et ux
NEWCOMB,
HWY 17 31' BST
HWY 17 31' BST
DB R-20 PG 636
ROBERT GRIFFIN
DB R-10 PG 759
DB R-13 PG 318
JAMES W. EDMONDS
DB Y-22 PG 107
JAMES W. EDMONDS
PC C SL 44-E (LOT 1)
DB R-25 PG 59
WILLIAM G. GRIFFIN
RENEE A. ROBERSON
PC C SL 87-C (LOT 3)
DB S-23 PG 781
DORIS H. BONDS
ECM
EIP
EX ISTING R /W29.60'
-EY- 12+73.78
R/W MON
EIR
EIR
EIR30' INGRESS-EGRESS30' INGRESS-EGRESSJOSEPHINE H. MANNING HEIRS
MB 13 PG 41
HW15" RCP15" R
C
P15" RCP15" R
C
P
15" CMP
15" CMP
18" HDPE 18" RCP 18" RCP
18
" RCPINV=33
.24'INV=29
.63'CBCBCBINV=29.58'
INV=19.58'
18" RCP 24" RCP24" RCPINV=19.47'INV=19.88'INV=19.57'INV=17.61'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
4
" MA
IN
8" MAIN
8" MAIN
6" MAIN6 PAI
R COPPER100 PAIR COPPER
50 PAIR COPPER12" CASING12" STEEL
12" STEEL
10
0

PA
IR
CO
PP
ER
50
PA
IR
COPPER
50 PAIR COPPER
100 PAIR COPPER50

PA
IR
CO
P
P
ER
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh47_utl.dgnFkeys8/17/99R-2511 47
MATCHLINE -L- STA. 559+00 SEE SHEET 46www.rkk.com
Engineers | Construction Managers | Planners | Scientists
560+00
565+00 570+00
-L- ST Sta. 564+67.20
-L- CS Sta. 562+27.20
-L- POT Sta. 568+50.00
END PROJECT R-2511
-L-
PROP. 47" WW FENCE
190
191
192
193
194
195
196
197
199
198
201
200
187A
C
C C
C
F
C
C
F
F
F C
C
C
F
F
C
CC
C
HC HC
CLEARING
DENOTES HAND
NAD 83/ 2011
ENGLISH
SHEET 26 OF 29
UTILITY PERMIT DRAWING
SITE 14
HW
SEE DETAIL B
MEDIAN V DITCH
SEE DETAIL B
MEDIAN V DITCH
2GI
FS15" RCP-III 18
" 18"
18"
24" 24"
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL G
4' BASE DITCH
SPECIAL CUT
SEE DETAIL H
4' BASE DITCH
SPECIAL CUT
SEE DETAIL G
4' BASE DITCH
SPECIAL CUT
2GI-D
36" WELDED STEEL TRENCHLESS INSTALLATION TRENCHLESS INSTALLATION 36" WELDED STEEL 36" WELDED STEEL TRENCHLESS INSTALLATION
WI
7
2
" PVC
2SFD
17' CONC12' CONC13' CONCS2SFD
1SBKD
HTRHTR12' SOIL11' SOIL11' SOILHTRHTR10'
CONC1SFD96" WD 10'
CONC2SBKD 2SF
DHTR 9' SOIL9' GRHTR 72" WW1SF BUS
BST
1SFDSOIL10' BSTCONC
RIPRAPM388-22.08GRASS GRASS
GRASS
CONC IS
L
CONC
ISL
CONC ISLSR 1521 MILL INN ROAD BST VARIESTTT TTCCT
HH
20' AREA
RESERVED
BY
OWNERS
TO
HWY
R
/W
E
IP
150.00'EXISTING R/W
EXISTING R/W
JERI LOU GRIFFIN
DB L-18 PG 314
DB G-13 PG 741
DAVID H. LAMB
DB H-17 PG 118
CHARLES D. EDMONDSON
DB B-18 PG 610
PATRICA A. CHESSON
DB T-10 PG 86 (PLAT)
DB B-12 PG 926
DB L-22 PG 194
SIMON A. PERRY III
PC-C SL 44-D
LOTS 4 & 5
PC-C SL 87-C
DB 0-22 PG 924
DB F-23 PG 632
JACKIE L. HESTER
MYRTLE C. JOHNSON
EDWARD F. CUTLER AND
JOHNNY A., et ux
NEWCOMB,
HWY 17 31' BST
HWY 17 31' BST
DB R-20 PG 636
ROBERT GRIFFIN
DB R-10 PG 759
DB R-13 PG 318
JAMES W. EDMONDS
DB Y-22 PG 107
JAMES W. EDMONDS
PC C SL 44-E (LOT 1)
DB R-25 PG 59
WILLIAM G. GRIFFIN
RENEE A. ROBERSON
PC C SL 87-C (LOT 3)
DB S-23 PG 781
DORIS H. BONDS
ECM
EIP
EX ISTING R /W29.60'
-EY- 12+73.78
R/W MON
EIR
EIR
EIR30' INGRESS-EGRESS30' INGRESS-EGRESSJOSEPHINE H. MANNING HEIRS
MB 13 PG 41
HW15" RCP15" R
C
P15" RCP15" R
C
P
15" CMP
15" CMP
18" HDPE 18" RCP 18" RCP
18
" RCPINV=33
.24'INV=29
.63'CBCBCBINV=29.58'
INV=19.58'
18" RCP 24" RCP24" RCPINV=19.47'INV=19.88'INV=19.57'INV=17.61'
15
15
151520
202020202020
2025
25
252525252525252525252525253030
303030
303
030303535
3535353535353535
404013
13
1313
14
14141
4 141416161616
1717171717 1718181818 181819
19191919191919
1921
212121212121
2121
22
222222222222
22
22
2222
22
22222222222223
23232323232323232
3
23232323
23
2323
23232
3 232324242424
24
242424242424242424
2424
2424 2424242424
242426
26
262626262626262626262626
26
2626
262627
27
2727272727272727272727282828
2828
2828282829
2929
29292929293131
31
3131
3131313131323232
323232
32333333
33333333333333343434
343434
3434343434343636363636363636
37373737383
8
3838383939393939414243
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
4
" MA
IN
8" MAIN
8" MAIN
6" MAIN6 PAI
R COPPER100 PAIR COPPER
50 PAIR COPPER12" CASING12" STEEL
12" STEEL
10
0

PA
IR
CO
PP
ER
50
PA
IR
COPPER
50 PAIR COPPER
100 PAIR COPPER50

PA
IR
CO
P
P
ER
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_Hyd_prm_wet_psh47_utl_con.dgnFkeys8/17/99R-2511 47
MATCHLINE -L- STA. 559+00 SEE SHEET 46www.rkk.com
Engineers | Construction Managers | Planners | Scientists
560+00
565+00 570+00
-L- ST Sta. 564+67.20
-L- CS Sta. 562+27.20
-L- POT Sta. 568+50.00
END PROJECT R-2511
-L-
PROP. 47" WW FENCE
190
191
192
193
194
195
196
197
199
198
201
200
187A
C
C C
C
F
C
C
F
F
F C
C
C
F
F
C
CC
C
HC HC
CLEARING
DENOTES HAND
NAD 83/ 2011
ENGLISH
SHEET 27 OF 29
UTILITY PERMIT DRAWING
SITE 14
HW
SEE DETAIL B
MEDIAN V DITCH
SEE DETAIL B
MEDIAN V DITCH
2GI
FS15" RCP-III 18
" 18"
18"
24" 24"
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL G
4' BASE DITCH
SPECIAL CUT
SEE DETAIL H
4' BASE DITCH
SPECIAL CUT
SEE DETAIL G
4' BASE DITCH
SPECIAL CUT
2GI-D
36" WELDED STEEL TRENCHLESS INSTALLATION TRENCHLESS INSTALLATION 36" WELDED STEEL 36" WELDED STEEL TRENCHLESS INSTALLATION
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
6/17/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R2511_prm_xpl_Site 14_560+00_utl.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/1625 25
30 30
35 35
40 40
45 45
20 20
561+50.00
25 25
30 30
35 35
40 40
20 20562+00.00
25 25
30 30
35 35
40 40
20 20562+50.00
25 25
30 30
35 35
40 40
20 20563+00.00
20 20
25 25
30 30
35 35
40 40
15 15
563+50.00
20 20
25 25
30 30
35 35
15 15564+00.00
X-182R-2511
-L-
5 10
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
SHEET 28 OF 29
UTILITY PERMIT DRAWING
34.20
0.060
6
:10.060
D.P. 33.366
9.364:1 6:1
3:1
27.83
3.8:1
32.15
0.060
6
:10.060
D.P. 32.141
8.785:1 6:1
3:1
26.57
5:1
30.72
0.054
6
:10.054 0.054
D.P. 30.641
8.334:1 6:1
3:1
25.31
5.17:1
29.27
0.042
6
:10.042 0.042
D.P. 29.126
8.611:1 6:1
3:1
24.05
5.36:1
27.64
0.029
6
:10.029 0.029
D.P. 27.624
8.329:1 6:1
3:1
22.80
3:1
26.24
0.017 0.025 0.017
D.P. 26.251
7.695:1 6:1 6
:1
3:1
21.54
3:1 0.020
Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site StationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 -L- 17+47 TO 19+05 UNDERGROUND TELEPHONE: WA 0.01 5 -L- 152+55 TO 160+01 UNDERGROUND TELEPHONE, OVERHEAD POWER AND 8" WATER LINE: WC 0.83 7 -L- 279+93 TO 281+18 LT UNDERGROUND FIBER AND OVERHEAD POWER: WE 0.13 8 -L- 342+10 TO 349+32 UNDERGROUND TELEPHONE AND OVERHEAD POWER: WF 0.76 9 -L- 364+60 TO 370+42 UNDERGROUND TELEPHONE AND OVERHEAD POWER: WG 0.22 12 -L- 512+24 TO 516+50 RT UNDERGROUND TELEPHONE: WH 0.03 14 -L- 557+45 TO 567+64 LT OVERHEAD POWER: WI 0.86 TOTALS*: 2.84 0 0 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 29OF 29 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSBEAUFORT & MARTIN COUNTYR-251135494.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS6/17/2021