20211026 Ver 1_R2511_Permit Drawings_20210609_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
+23.0981.97'
+27.564.21'
+35.76
105.41'
+88.18
85.12'
+79.5847.89'
+53.4835.40'+43.3465.84'
+75.7470.62'
+52.0362.65'
+01.7663.26'
+43.1840.94'
+36.634.81'
+96.862.82'
+87.7110.85'
+30.43297.56'
+38.85137.47'+68.07
137.05'
+68.6213.29'
+05.85103.54'
+53.8571.52'
+31.3181.84'
+07.3983.70'
+82.0032.57'
+28.2566.54'
+30.2436.65'
+27.3985.55'
+40.9890.76'
+49.9491.90'
+86.0892.25'
+15.3192.01'
+20.6191.74'
+61.00
43.79'43.89'
+93.4635.37'
+01.5112.64'+29.5312.75'
+96.5813.20'
+79.4012.76'137.22'+86.68137.19'+93.34+17.8129.97'
+75.8633.28
'+93.5541.75'+69.24
31.38'+69.32
30.00'+73.31
30.05'
+22.55
30.05'+30.6430.14'
+21.62
0.30'
+72.030.65'+25.961.65'+26.493.02'
+97.6031.85'+98.1934.55'
+98.8936.65'
+99.9738.02'
+01.0937.79'
+52.4337.67'+87.66116.18'+17.3435.46'
+22.7226.76'
+22.1818.86'
+21.6412.43'
+51.926.06'
+92.41164.58'
97.71'+06.0425.29'+15.31
25.18'+91.17
79.49'+28.02
96.30'+85.15
80.31'+02.65
95.04'+03.36
74.73'+86.18
96.01'+02.81
83.77'+03.60
84.34'+84.11
59.57'+12.68
66.24'+98.69
81.82'+25.68
68.90'+35.36
48.05'+54.24
+75.26122.11'18.55'+00.64
13.25'+58.40+38.07
170.12'+01.7919.19'
+01.693.75'
+34.7912.73'
+02.3466.33'
42.21'+62.19
+98.4344.32'
+27.6135.32'44.58'
+34.80
+15.23'13.70'
+99.7113.85'+16.33
136.14'+37.5393.23'
+35.7067.00'
82.60'+78.32
+41.4474.17'
+16.1266.84'
+37.16
66.47'+80.6083.49'+80.9683.47'
+19.31130.06'
+04.0569.85'
+96.3179.40'+21.0266.52'
+53.5782.91'+41.6588.81'+00.23
91.36'43.76'+25.57
+60.92109.75'
+97.45129.14'
+66.1019.20'
+20.9912.54'
142.78'+86.59
+55.6461.49'
+15.2964.96'
+18.2685.52'
+67.8577.03'+22.1274.46'+41.1474.30'
+75.2758.60'
29
+14.5611.88'
+90.11136.62'11.33'+16.94
+67.7611.74'+78.3761.12'
+59.80
114.41'+39.49
116.78'
+44.6176.92'
+47.7628.64'
84.36'+83.69
+67.4267.00'
+90.03104.50'+39.2935.06'
35.33'+00.66
82.66'
+19.10+88.25
138.19'+98.31131.74'+01.38112.39'+97.74
105.39'+51.91126.93'+30.9373.84'
+82.4282.28'+27.8582.15'
+50.6781.25'
+88.0780.61'
+01.4369.93'
134.34'
+94.83106.08'
125.81'28.06
+83.22
+80.9912.98'
+34.9935.07'
+43.8934.95'
+03.9072.10'
+55.9012.63'
+49.38166.00'+31.5811.58'
+82.4311.63'+18.77126.12'+67.4332.11'
+03.9252.84'+61.9057.93'
+31.9563.79'
+42.3168.21'+70.0787.24'+59.4073.43'
+59.3475.58'+29.4977.10'
+59.4479.90'
+59.8781.81'
+60.3283.05'
+81.2183.68'+03.1483.59'
+25.5283.51'
+76.8883.27'
+02.2282.82'
+53.9472.84'
+61.9983.25'
+79.1183.29'
+53.7383.24'
+15.3182.36'+15.2382.44'
83.53'+11.85
+14.5274.29'+80.6682.51'
+03.5485.93'
+68.4712.38'+26.83142.27'
+57.6912.04'+38.59143.36'+09.04141.03'8.83'+79.11
+73.0110.26'
+52.4912.50'
+02.4830.85'
+08.3430.00'
93.09'+97.94
82.77'98.73
+80.5383.33'
69.74'+81.83
82.87'+68.72
68.05'+68.96
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
.10+50.40137.61'+48.9949.25'
+73.81116.45'
+48.92119.27
+12.4095.47'
+85.3395.49'
+79.1791.16'
+00.2435.97'
+33.0866.85'
+96.8785.67'
+11.5983.43'50.89'+23.40
43.62'
+92.96
70.02'+72.36
+68.5130.18'
85.94'+39.67
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
SITE 6
SITE 7
SITE 8
SITE 9
SITE 10
SITE 11
SITE 13
SITE 12
SITE 14
SHEET 1 OF 61
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
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\r2511_Hyd_prm_tsh.dgnagneushevCONTRACT: 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
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
SHEET 2 OF 61
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_Ditch Detail.dgnagneushev8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2D-1R-2511
D Flatter4:1 or
( Not to Scale)
SPECIAL CUT DITCH w/HINGE
6.0'
4:1
V
A
RIA
BLE
-L- STA. 554+00 TO STA. 556+50 RT
DETAIL I
Min. D= 1.0 Ft.
Ground
Natural
Slope
Ditch
Front
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-L- STA. 370+50 TO STA. 372+50 RT
DETAIL V
b= 5.0 Ft.
B= 12.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Fill
B
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
BEG. ELEV=40.15', END ELEV=40.00'
-L- STA. 368+50 LT, L=90', S=0.17%
DETAIL W
B= 12.0 Ft.
Min. D= 1.25 Ft.
Ground
Natural
Ground
Natural
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
-Y4- STA. 17+00 TO STA. 19+58 LT
Min. D= 1.5 Ft.
DETAIL Z
Ground
Natural
Flatter3:1 or
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-L- STA. 160+20 TO STA. 163+50 RT
DETAIL AA
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 4.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-L- STA. 163+50 TO STA. 187+00 RT
DETAIL AB
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 3.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-Y4- STA. 19+58 TO STA. 19+78 LT
-L- STA. 356+00 TO STA. 365+50 RT
-L- STA. 158+50 TO STA. 188+50 LT
-L- STA. 129+00 TO STA. 131+00 LT
DETAIL R
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 2.75 Ft.
Ground
Natural
Slope
Fill
B
8:18:
1 D
( Not to Scale)
STANDARD BASE DITCH
BEG. ELEV=32.63', END ELEV=32.50'
-Y4- STA. 19+67 RT, L=43', S=0.30%
DETAIL AD
B= 10.0 Ft.
Min. D= 1.75 Ft.
Ground
Natural
Ground
Natural
LATERAL 'V' DITCH
( Not to Scale)
D3:
1 3:1
b
1"/Ft.
-Y10- STA. 11+62 TO STA. 13+50 LT
-L- STA. 352+50 TO STA. 356+00 RT
-L- STA. 300+36 TO STA. 305+50 RT
-L- STA. 274+40 TO STA. 276+65 RT
-L- STA. 263+75 TO STA. 266+20 RT
-L- STA. 262+75 TO STA. 265+71 LT
-L- STA. 256+00 TO STA. 263+75 RT
-L- STA. 254+30 TO STA. 262+00 LT
-L- STA. 129+90 TO STA. 132+59 RT
b=5.0 Ft.
Min. D=1.5 Ft.
DETAIL Q
Ground
Natural
Slope
Fill
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-L- STA. 567+00 TO STA. 568+00 RT
-L- STA. 560+50 TO STA. 564+50 RT
-L- STA. 480+00 TO STA. 486+75 RT
-L- STA. 382+50 TO STA. 387+00 LT
-L- STA. 381+00 TO STA. 387+00 RT
-L- STA. 282+50 TO STA. 288+50 LT
DETAIL G
B= 4.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Ditch
Front
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-Y6- STA. 18+73 TO STA. 19+85 LT
-L- STA. 545+00 TO STA. 551+00 LT
-L- STA. 544+97 TO STA. 550+50 RT
-L- STA. 541+50 TO STA. 544+87 LT
-L- STA. 516+00 TO STA. 521+35 LT
-L- STA. 419+66 TO STA. 421+09 RT
-L- STA. 405+94 TO STA. 417+50 RT
-L- STA. 372+50 TO STA. 381+00 RT
-L- STA. 373+00 TO STA. 382+50 LT
DETAIL J
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 1.25 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)Flatter
6:1
or Flatter6:1 or
-L- STA. 566+00 TO STA. 568+50 CL
-L- STA. 526+00 TO STA. 533+50 CL
-L- STA. 472+50 TO STA. 476+00 CL
-L- STA. 135+50 TO STA. 138+00 CL
-L- STA. 105+50 TO STA. 107+50 CL
-L- STA. 7+50 TO STA. 8+00 CL
Point
Shoulder
Point
Shoulder
MEDIAN V DITCH
DETAIL B
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-L- STA. 475+15 TO STA. 477+46 RT
-L- STA. 331+25 TO STA. 340+00 LT
-L- STA. 187+00 TO STA. 191+50 RT
-L- STA. 68+88 TO STA. 78+50 RT
DETAIL O
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 1.75 Ft.
Ground
Natural
Slope
Fill
VARIESNOT TO SCALE 1:11:1COMPACTED
BACKFILL
AFLOW{FLOW
{
B
B
A
TB
TB
1'10'5' Min.
SECTION A-A
DETAIL AF
CHANNEL BLOCK
SECTION B-B
PLAN VIEW
CHANNEL
EXISTING
BACKFILL
OF EXISTING CHANNEL
MIN. OF BEYOND LIMITS
EXTEND CHANNEL BLOCK
BACKFILL
COMPACTED
BACKFILL
UNCOMPACTED
LENGTH
MIN.
#57 STONE
MIN 1.0' DEPTH
INVERT
CHANNEL
OF EXISTING CHANNEL
MIN. OF BEYOND INVERT
EXTEND CHANNEL BLOCK
AS SPECIFIED IN PLANS
SHALL BE TREATED
NEW STREAMBANK BACKFILL
UNCOMPACTED
FINISH GRADE
1.5'
CLASS I
RIP-RAP,BACKFILL
COMPACTED
THE ENGINEER.
6) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DIRECTION OF
THE PROJECT SPECIFICATIONS IMMEDIATELY AFTER GRADING.
5) INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH
EXISTING STREAM CHANNEL.
4) BLOCK SHOULD EXTEND A MINIMUM OF BEYOND THE LIMITS OF THE
OF THE EXISTING CHANNEL.
3) BOTTOM OF BLOCK SHOULD BE A MINIMUM OF BELOW THE INVERT
CHANNEL AND PROPOSED CHANNEL.
2) BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING
PROJECT SPECIFICATIONS.
1) CHANNEL BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE
NOTES:
-Y8- STA. 12+40 RT
-Y7- STA. 19+00 RT
-L- STA. 135+90 LT
3:1D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-Y6- STA. 17+25 TO STA. 18+73 LT
DETAIL T
B= 4.0 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill3:
1 D
B
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
-Y7- STA. 17+50 TO STA. 20+30 LT
-Y6- STA. 21+85 TO STA. 23+95 LT
-L- STA. 435+80 TO STA. 441+00 LT
DETAIL S
B= 4.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-L- STA. 556+50 TO STA. 560+50 RT
-L- STA. 555+10 TO STA. 557+00 LT
-L- STA. 551+00 TO STA. 554+00 LT
-L- STA. 538+00 TO STA. 541+50 LT
-L- STA. 531+16 TO STA. 537+00 RT
-L- STA. 526+70 TO STA. 534+00 LT
-L- STA. 521+40 TO STA. 526+30 LT
-L- STA. 511+00 TO STA. 512+15 RT
-L- STA. 503+50 TO STA. 510+70 LT
-L- STA. 498+75 TO STA. 502+50 LT
-L- STA. 490+00 TO STA. 499+75 RT
-L- STA. 481+50 TO STA. 486+75 LT
-L- STA. 471+50 TO STA. 475+15 RT
-L- STA. 465+15 TO STA. 471+20 RT
-L- STA. 463+80 TO STA. 465+15 LT
-L- STA. 442+69 TO STA. 452+40 LT
-L- STA. 437+80 TO STA. 442+69 RT
-L- STA. 430+25 TO STA. 434+50 LT
-L- STA. 421+09 TO STA. 426+30 RT
-L- STA. 406+00 TO STA. 416+95 LT
-L- STA. 401+16 TO STA. 405+70 RT
-L- STA. 390+30 TO STA. 398+95 RT
-L- STA. 390+30 TO STA. 395+00 LT
-L- STA. 387+00 TO STA. 389+00 RT
-L- STA. 387+00 TO STA. 389+20 LT
-L- STA. 352+50 TO STA. 363+50 LT
-L- STA. 335+50 TO STA. 341+80 RT
-L- STA. 310+00 TO STA. 315+71 RT
-L- STA. 288+50 TO STA. 306+00 LT
-L- STA. 246+32 TO STA. 253+92 LT
-L- STA. 242+61 TO STA. 255+35 RT
-L- STA. 238+50 TO STA. 240+50 RT
-L- STA. 212+27 TO STA. 216+50 LT
-L- STA. 205+00 TO STA. 217+00 RT
-L- STA. 188+50 TO STA. 197+50 LT
DETAIL F
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
-Y11- STA. 11+00 TO STA. 12+10 RT
-Y11- STA. 11+00 TO STA. 11+50 LT
-Y6- STA. 17+25 TO STA. 19+80 RT
-Y5- STA. 12+31 TO STA. 14+50 RT
-L- STA. 505+00 TO STA. 511+00 RT
-L- STA. 486+75 TO STA. 490+00 RT
-L- STA. 460+80 TO STA. 461+75 LT
Min. D= 1.0 Ft.
DETAIL N
Ground
Natural
Flatter4:1 or
Slope
Fill
Fill Slope3:1 or Flatter
Type of Liner= Cl B Rip-Rap
DETAIL Y
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
d=1.0 Ft.
-L- STA. 557+41 TO STA. 567+12 LT
-L- STA. 368+72 TO STA. 370+12 RT
-L- STA. 366+36 TO STA. 367+61 LT
-L- STA. 366+39 TO STA. 367+03 RT
-L- STA. 364+29 TO STA. 365+73 LT
-L- STA. 346+40 TO STA. 347+55 RT
-L- STA. 344+58 TO STA. 346+43 RT
-L- STA. 344+70 TO STA. 344+97 RT
-L- STA. 341+92 TO STA. 344+22 LT
-L- STA. 340+00 TO STA. 342+00 RT
-L- STA. 280+14 TO STA. 281+08 LT
-L- STA. 156+99 TO STA. 160+05 RT
-L- STA. 156+70 TO STA. 157+35 LT
-L- STA. 154+29 TO STA. 156+32 RT
-L- STA. 153+11 TO STA. 156+08 LT
-L- STA. 55+67 TO STA. 57+75 RT
-L- STA. 55+00 TO STA. 55+62 RT
-L- STA. 54+28 TO STA. 54+58 RT
( Not to Scale)
10'
4:1 4:1
Distance Varies Depending Upon Specified Elevation
D
DETAIL U
10' WIDE BERM
lowest control point
from Top of Berm to
D=Varies; Distance
or Proposed Ditch
in Natural Ground
Lowest Point
-L- STA. 273+77 LT, TOP ELEV=57.7', D=0.3'
Flatter4:1 or
D3:1( Not to Scale)
SPECIAL CUT DITCH
-Y3- STA. 12+00 TO STA. 13+00 RT
DETAIL K
Min. D= 1.25 Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
DETAIL AG
GEOTEXTILE
BANK STABILIZATION
2.0'
-L- STA. 156+67 TO STA. 156+80
-L- STA. 156+38 TO STA. 156+46
Geotextile= 125 sy
Type of Liner= 80 TONS,CL II Rip-Rap
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
BEG. ELEV=51.80', END ELEV=51.03'
-Y8- STA. 12+75 RT, L=30', S=2.57%
BEG. ELEV=61.70', END ELEV=54.50'
-Y7- STA. 17+50 TO STA. 18+60 RT, L=145', S=4.97%
DETAIL X
B= 4.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Cl B Rip-Rap
Geotextile
3:1D
B
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
-Y9- STA. 11+00 TO STA. 13+00 LT
-L- STA. 318+00 TO STA. 319+22 LT
DETAIL L
B= 2.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Fill
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
BEG. ELEV=41.61', END ELEV=41.19'
-L- STA. 128+07 RT, L=73', S=0.58%
BEG. ELEV=35.79', END ELEV=35.39'
-L- STA. 55+43 LT, L=128', S=0.30%
DETAIL AC
B= 4.0 Ft.
Min. D= 3.0 Ft.
Ground
Natural
Ground
Natural
( Not to Scale)
LATERAL BASE DITCH
3:
1 D
B
b
d
3:1 1"/Ft.
-L- STA. 53+20 TO STA. 53+75 LT
-L- STA. 23+50 TO STA. 24+50 LT
DETAIL C
b= 5.0 Ft.
B= 4.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
*When B is < 6.0'
Type of Liner= Cl B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
B
3:13:
1 D
( Not to Scale)
STANDARD BASE DITCH
BEG. ELEV=40.91', END ELEV=40.71'
-L- STA. 42+57 LT, L=73', S=0.27%, D=2.0 FT.
DETAIL AH
B= 4.0 Ft.
Min. D= See Below
Ground
Natural
Ground
Natural
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
BEG. ELEV=51.65', END ELEV=51.34'
-L- STA. 230+81 LT, L=39', S=0.79%, D=1.5Ft., d=1.5Ft.
BEG. ELEV=56.98', END ELEV=55.50'
-L- STA. 252+40 LT, L=50', S=2.96%, D=1.25Ft., d=1.25Ft.
DETAIL AE
B= 4.0 Ft.
Max. d= See Below
Min. D= See Below
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Cl B Rip-Rap
Geotextile
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
BEG. ELEV=31.53', END ELEV=30.70'
-L- STA. 11+80 RT, L=50', S=1.66%,
DETAIL AI
B= 5.0 Ft.
Max. d= 5 Ft.
Min. D= 5 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Cl B Rip-Rap
Geotextile
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-Y2- STA. 15+70 TO STA. 17+30 RT
-Y2- STA. 15+00 TO STA. 17+25 LT
-L- STA. 557+00 TO STA. 557+43 LT
-L- STA. 465+15 TO STA. 471+90 LT
-L- STA. 452+40 TO STA. 460+80 LT
-L- STA. 452+37 TO STA. 453+50 RT
-L- STA. 423+25 TO STA. 430+25 LT
-L- STA. 398+91 TO STA. 401+17 LT
-L- STA. 368+50 TO STA. 373+00 LT
-L- STA. 322+50 TO STA. 331+25 LT
-L- STA. 316+50 TO STA. 318+00 LT
-L- STA. 306+75 TO STA. 315+00 LT
-L- STA. 281+08 TO STA. 282+50 LT
-L- STA. 280+19 TO STA. 294+00 RT
-L- STA. 265+71 TO STA. 273+75 LT
-L- STA. 230+50 TO STA. 238+50 RT
-L- STA. 217+00 TO STA. 229+00 RT
-L- STA. 216+50 TO STA. 246+20 LT
-L- STA. 202+00 TO STA. 212+27 LT
-L- STA. 139+20 TO STA. 147+50 RT
-L- STA. 144+75 TO STA. 152+50 LT
-L- STA. 136+67 TO STA. 144+25 LT
-L- STA. 109+45 TO STA. 129+43 RT
-L- STA. 99+39 TO STA. 105+90 LT
-L- STA. 98+94 TO STA. 109+00 RT
-L- STA. 93+19 TO STA. 99+34 LT
-L- STA. 90+50 TO STA. 98+50 RT
-L- STA. 78+50 TO STA. 84+00 RT
-L- STA. 69+59 TO STA. 92+76 LT
-L- STA. 58+50 TO STA. 68+84 RT
-L- STA. 55+00 TO STA. 69+53 LT
-L- STA. 32+50 TO STA. 54+11 RT
-L- STA. 53+75 TO STA. 54+10 LT
-L- STA. 30+00 TO STA. 53+20 LT
-L- STA. 18+91 TO STA. 31+85 RT
-L- STA. 17+79 TO STA. 23+50 LT
-L- STA. 15+64 TO STA. 17+75 LT
-L- STA. 7+50 TO STA. 18+39 RT
-L- STA. 7+50 TO STA. 12+52 LT
DETAIL A
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-Y5- STA. 16+28 TO STA. 16+85 RT
-L- STA. 564+50 TO STA. 567+00 RT
-L- STA. 191+50 TO STA. 200+40 RT
DETAIL H
B= 4.0 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Ditch
Front
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Engineers | Construction Managers | Planners | Scientists
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-L- STA. 465+00 TO STA. 465+15 RT
-L- STA. 461+00 TO STA. 465+00 RT; b=1.0 Ft.
-L- STA. 453+50 TO STA. 461+00 RT
-L- STA. 340+00 TO STA. 342+00 LT
-L- STA. 147+50 TO STA. 154+25 RT
-L- STA. 108+88 TO STA. 129+00 LT
-L- STA. 98+50 TO STA. 98+94 RT
-L- STA. 84+00 TO STA. 90+50 RT
DETAIL P
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 2.25 Ft.
Ground
Natural
Slope
Fill
LATERAL 'V' DITCH
( Not to Scale)
D
3:13:1
b
1"/Ft.
-Y10- STA. 13+50 TO STA. 14+28 LT
-Y8- STA. 11+00 TO STA. 14+50 LT
-Y6- STA. 21+90 TO STA. 23+65 RT
-Y3- STA. 11+00 TO STA. 13+52 LT
-L- STA. 551+15 TO STA. 553+00 RT
-L- STA. 541+50 TO STA. 544+97 RT
-L- STA. 535+16 TO STA. 538+00 LT
-L- STA. 521+30 TO STA. 524+00 RT
-L- STA. 518+50 TO STA. 521+25 RT
-L- STA. 512+00 TO STA. 515+00 LT
-L- STA. 501+20 TO STA. 505+00 RT
-L- STA. 486+75 TO STA. 493+00 LT
-L- STA. 480+00 TO STA. 481+18 LT
-L- STA. 477+46 TO STA. 480+00 RT
-L- STA. 446+35 TO STA. 452+37 RT
-L- STA. 442+69 TO STA. 446+00 RT
-L- STA. 441+00 TO STA. 442+69 LT
-L- STA. 434+50 TO STA. 435+80 LT
-L- STA. 426+50 TO STA. 437+30 RT
-L- STA. 417+50 TO STA. 419+66 RT
-L- STA. 416+95 TO STA. 421+00 LT
-L- STA. 401+17 TO STA. 405+70 LT
-L- STA. 399+35 TO STA. 401+16 RT
-L- STA. 395+00 TO STA. 398+91 LT
-L- STA. 330+00 TO STA. 331+50 RT
-L- STA. 322+00 TO STA. 329+50 RT
-L- STA. 315+71 TO STA. 319+00 RT
-L- STA. 305+50 TO STA. 310+00 RT
-L- STA. 294+00 TO STA. 300+36 RT
-L- STA. 277+50 TO STA. 280+16 LT
-L- STA. 278+30 TO STA. 280+19 RT
-L- STA. 273+75 TO STA. 277+00 LT
-L- STA. 266+20 TO STA. 274+40 RT
-L- STA. 204+00 TO STA. 205+00 RT
-L- STA. 199+50 TO STA. 200+00 LT
-L- STA. 134+50 TO STA. 135+50 LT
-L- STA. 133+50 TO STA. 138+65 RT
-L- STA. 106+32 TO STA. 108+45 LT
-L- STA. 28+00 TO STA. 30+00 LT
b= 5.0 Ft.
Min. D= 1.0 Ft.
DETAIL E
Ground
Natural
Slope
Fill
b
3:1d D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.
BEG. ELEV=51.70', END ELEV=50.90', CL B RIPRAP
-Y8- STA. 12+10 TO STA. 12+85 RT, B=5.0', S=0.89%,
BEG. ELEV=54.20' END ELEV=53.90', GRASS
-Y7- STA. 18+75 TO STA. 20+20 RT, B=4.0', S=0.31%,
BEG. ELEV=39.06', END ELEV=38.86', GRASS
-L- STA. 135+50 TO STA. 136+67 LT, B=7.0', S=0.17%,
BEG. ELEV=27.00', END ELEV=26.90', GRASS
-L- STA. 18+39 RT, B=4.0', S=0.50%,
BEG. ELEV=26.10', END ELEV=26.00', GRASS
-L- STA. 17+76 LT, B=4.0', S=0.30%,
Ground
Natural
b= Ft.
B= Ft.
Max. d= Ft.
Min. D= Ft.
Type of Liner= SEE BELOW
DETAIL M
Ground
Natural
Exist. Channel
Fill Slope
Proposed
GEOTEXTILE
Flatter4:1 or
D3:1( Not to Scale)
SPECIAL CUT DITCH
-Y10- STA. 12+14 TO STA. 14+15 RT
-Y9- STA. 11+00 TO STA. 12+50 RT
-Y5- STA. 12+18 TO STA. 14+50 LT
-Y5- STA. 16+85 TO STA. 18+50 LT
-Y5- STA. 16+85 TO STA. 18+38 RT
-Y3- STA. 12+00 TO STA. 13+00 RT
-Y3- STA. 11+00 TO STA. 11+50 RT
-L- STA. 553+00 TO STA. 554+00 RT
-L- STA. 493+00 TO STA. 497+50 LT
-L- STA. 331+50 TO STA. 335+50 RT
-L- STA. 201+50 TO STA. 204+00 RT
-L- STA. 197+50 TO STA. 199+50 LT
-L- STA. 24+50 TO STA. 28+00 LT
DETAIL D
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
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
SHEET 3 OF 61
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_InletOutlet Detail.dgnagneushev8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2D-2R-2511
STA. 69+25.5 -L-
1 @ 8' x 6' RCBC + (2) - 48" WELDED STEEL
STA. 345+79.0 -L-
1 @ 10' x 5' RCBC
STA. 365+81.0 -L-
2 @ 11' x 8' RCBC
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
LOOKING DOWNSTREAM (NTS)
OUTLET CHANNEL IMPROVEMENTS
EXCAVATION
MATTING
COIR FIBER
CHANNEL
NATURAL
CHANNEL
NATURAL
2 :1
2:1
2:1
2:1
2:1
2:1
0'-58'
VARIES
0'-63'
VARIES
1.0' BENCH
1.0' BENCH
LENGTH=75'
LOOKING DOWNSTREAM (NTS)
INLET CHANNEL IMPROVEMENTS
GROUND
NATURAL
GROUND
NATURAL
EXCAVATION
EXCAVATION
EXCAVATION
MATTING
COIR FIBER
BENCH
TOP OF FLOODPLAIN
BENCH
TOP OF FLOODPLAIN
W/ GEOTEXTILE FAB
CLASS I RIP RAP
W/ GEOTEXTILE FAB
CLASS I RIP RAP
W/ GEOTEXTILE FAB
CLASS I RIP RAP
W/ GEOTEXTILE FAB
CLASS I RIP RAP
W/ GEOTEXTILE FAB
CLASS I RIP RAP
W/ GEOTEXTILE FAB
CLASS I RIP RAP
LOW FLOW CHANNEL
LOW FLOW CHANNEL
LENGTH=105'
5.5'-8'
VARIES
8'-10.5'
VARIES
TOTAL COIR FIBER MATTING = 390 SY
TOTAL GEOTEXTILE FAB. = 120 SY
TOTAL CL I RIP RAP = 85 TONSTOTAL CHANNEL EXCAVATION = 215 CY
PERMANENT CHANNEL EXCAVATION
GROUND
NATURAL
WINGWALL WINGWALL
(TYP.)2:1FAB (TYP.)
W/GEOTEXTILE
CLASS I RIP RAP
SILL DETAILS
LOOKING DOWNSTREAM (NTS)
LENGTH=15'
INLET
LENGTH=95'
LOOKING DOWNSTREAM (NTS)
OUTLET
FLOODPLAIN: AGRICULTURE AND WOODS
BED MATERIAL: SAND SILT AND
THAT THIS PROJECT WAS DESIGNED WILL BE ADVERSELY IMPACTED BY THIS PROJECT.
NO UPSTREAM OR DOWNSTREAM STRUCTURES THAT WERE IN PLACE AT THE TIME
THIS PROJECT COMPLIES WITH LOCAL FLOODPLAIN MANAGEMENT REGULATIONS.
10.0'
GROUND
NATURAL
WINGWALL WINGWALL
(TYP.)2:1FAB (TYP.)
W/GEOTEXTILE
CLASS I RIP RAP
10.0'
TOTAL GEOTEXTILE FAB. = 190 SY
TOTAL CL I RIP RAP = 90 TONS
TOTAL CHANNEL EXCAVATION = 230 CY
WINGWALL
OUTLET 2:1 (TYP.)WINGWALL
WINGWALL
INLET
LENGTH=35'2:1 (TYP.)0.0'-11.0'
VARIES
WINGWALL
SILL/BAFFLE DETAILS (NTS)
PERMANENT CHANNEL EXCAVATION
LOOKING DOWNSTREAM (NTS)LOOKING DOWNSTREAM (NTS)
CHANNEL
LOW FLOW
GROUND
NATURAL
COIR FIBER MATTING
BENCH
TOP OF FLOODPLAIN
COIR FIBER MATTING
BENCH
TOP OF FLOODPLAIN
GROUND
NATURAL
CHANNEL
LOW FLOW
1.0'1.0'
0.0'-11.0'
VARIES
THAT THIS PROJECT WAS DESIGNED WILL BE ADVERSELY IMPACTED BY THIS PROJECT.
NO UPSTREAM OR DOWNSTREAM STRUCTURES THAT WERE IN PLACE AT THE TIME
THIS PROJECT COMPLIES WITH LOCAL FLOODPLAIN MANAGEMENT REGULATIONS.
FLOODPLAIN: AGRICULTURE AND WOODS
BED MATERIAL: SAND SILT AND
11.0'
FAB (TYP.)
GEOTEXTILE
RAP W/
CLASS I RIP
W/GEOTEXTILE FAB
CLASS I RIP RAP
FAB (TYP.)
GEOTEXTILE
RAP W/
CLASS I RIP
W/GEOTEXTILE FAB
CLASS I RIP RAP
11.0'
LENGTH=45'
TOTAL COIR FIBER MATTING = 45 SY
TOTAL GEOTEXTILE FAB. = 200 SY
TOTAL CL II RIP RAP = 95 TONS
TOTAL CHANNEL EXCAVATION = 350 CY
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'vvvvRI
PRAPRI
PRAPFOOT BRIDGE
HW
15" HDPE
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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh04.dgnagneushev8/17/99DOCUMENT 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
Q10=15.89cfs
V10=2.13ft/s
TS
*
PROP. 47" WW FENCE
TS
INSET A
MATCHLINE -L- STA. 19+00 SEE SHEET 5F
*
INSET B
SHEET 4 OF 61
PERMIT DRAWING
INSET A
INSET B
INSET B
025
SCALE FOR INSETS
5025
INSET ASSSURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
ENGLISH
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
P
ON BANKS ONLY
W/ 89 SY GEO FAB
48 TONS CL I RIPRAP
REMOVE
P
HW
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'vvvvRI
PRAPRI
PRAPFOOT BRIDGE
HW
15" HDPE 26262626
2627272
7272727
2727272727282828
28282828
28282829292929292929
29292 9
2931313131313131313131313
1313131
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
373737373737
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
4444444444444426272
7
282929 313127282932
323330303030
30 30303030
303030
3030
353535353535
3
5
35
353
5
35
353535353535
35
3535
3535
35354040
40
4040 40404040404040404045454545454545454545453
0
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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh04_con.dgnagneushev8/17/99DOCUMENT 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
Q10=15.89cfs
V10=2.13ft/s
TS
*
PROP. 47" WW FENCE
TS
INSET A
MATCHLINE -L- STA. 19+00 SEE SHEET 5F
*
INSET B
SHEET 5 OF 61
PERMIT DRAWING
INSET A
INSET B
INSET B
025
SCALE FOR INSETS
5025
INSET ASSSURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
ENGLISH
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
P
ON BANKS ONLY
W/ 89 SY GEO FAB
48 TONS CL I RIPRAP
REMOVE
P
HW
REMOVE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
250 050100 50150200 100 150 200 2505/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-2511
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_PFL_SITE1.dgnagneushevENGLISH
20
30
40
50
20
30
40
50
-L- STA. 18+10
SITE 1
EXIST. 60" CMP
SHEET 6 OF 61
PERMIT DRAWING
27.8'
NWS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
(TOTAL LENGTH=182')
PROPOSED 66" TRENCHLESS WELDED STEEL PIPE (BURIED 1')
INV = 25.10
INV = 25.90
TRENCHLESS INSTALLATION 66" WELDED STEEL
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
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_prm_xpl_Site 1_19+00.dgnagneushevPROJ. 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
SHEET 7 OF 61
PERMIT DRAWING
WETLAND
WETLAND
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
WB
RUINS
SOIL72" CHL72" CHL19' CONC
CO
N
C PA
SOILSS72" CHLRIPRAPRIPRAPRIPRAPRIPRAPRIPRAP30' C
ON
C
S9' SOIL8' SOILSR 1410 VOA ROAD 18' BSTTTTT
TTHH
HH
EIP
EIP
NAIL
60.00'EXISTING R/WEXI STING R/WEXISTING R/W
EXISTING R/W
DB 1699 PG 55
EAST COAST EQUIPMENT PARTNERS, LLC
BILLY J. ARNOLD, et ux
DB 1392 PG 845
TRACT FOUR (CHERRY TRACT III)
DB 606 PG 252
EDWARD G. WARD HEIRS.
DON W. NOBLES, et ux
DB 1226 PG 513
DRAWN BY TAX MAPPING
ARNOLD LAND HOLDINGS, LLC
DB 1888 PG 457
BIG BUCK PLANTATION, LLC
MB 16 PG 48
DB 1924 PG 858
134.34'
125.81'
28.06
+83.22
+80.99
12.98'
+34.99
35.07'
+43.89
34.95'
+03.90
72.10'
+55.90
12.63'
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]
BREAK
ACCESS
BREAK
ACCESS
BREAK
ACCESS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh07.dgnagneushev8/17/99R-2511 7
MATCHLINE -L- STA. 45+00 SEE SHEET 6MATCHLINE -L- STA. 58+00 SEE SHEET 8www.rkk.com
Engineers | Construction Managers | Planners | Scientists
50+00 55+00 15+00-Y2- PC Sta. 15+67.80
-Y2- PT Sta. 17+30.46
-L- POT Sta. 54+50.49
-Y2- POT Sta. 18+32.93=
-L- ST Sta. 51+77.28
-L- CS Sta. 50+77.28
-L- SC Sta. 45+00.72
-Y2- Sta. 15+00.00
BEGIN CONSTRUCTION
+15.00
END FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
+65.00
BEGIN FENCE
BEGIN C/A
+65.00
END C/A
CHORD 110'C
A
C
A
C
A
C
A
56'
+03.00 190'
+34.00
171'
+47.00
EXIST. R/W
+90.00
EXIST. R/W
+55.00
EXIST. R/W
+35.00
EXIST. R/W
+05.00
19
17
20
22
23
C
ACA145'
+16.59
145'
EXIST. P/L
F
FFF
F
F F
F F F F
F
F
F
FFFFCCFF
F
F
F
SHEET 8 OF 61
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
**
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
INSET B
DETAIL FOR SITE 2
INSET A
DETAIL FOR SITE 2
ENGLISHNAD 83/ 2011T T FILL IN WETLAND
DENOTES TEMPORARY
SITE 2
TS
S
S
S
S
TS
6" PVC 6" PVC10" STEEL CASING10" STEEL CASI
NG6" PVCCOPPER 25 PAIR6 PAIR50 PAIR COPPER
50 PAIR COPPER
12" STEEL
NCGS ADKINS
ELEV=45.13'
150' LT
BL STA 27+25
BM1
vvvv15" RCP
15" RCP 24" RCP48" RCPINV=35.10'INV=35.48'SB2
15"
R
CP-I
V 15" RCP-IV 2GI
DI
DI 15" RCP-III 15" RCP-III
DI
2GI
2GI
HW
2GI-A
15" RCP-IV
15" RCP-IV
15" RCP-IV
DI
REMOVE REMOVEREMOVE
18"
FS RETAIN
REMOVE
30" RCP-III
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
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL AC
4' BASE DITCH
STANDARD
SEE DETAIL C
W/ RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
66" RCP-III (BURIED 1')66" RCP-III (BURIED 1')
WB
RUINS
SOIL72" CHL72" CHL19' CONC
CO
N
C PA
SOILSS72" CHLRIPRAPRIPRAPRIPRAPRIPRAPRIPRAP30' C
ON
C
S9' SOIL8' SOILSR 1410 VOA ROAD 18' BSTTTTT
TTHH
HH
EIP
EIP
NAIL
60.00'EXISTING R/WEXI STING R/WEXISTING R/W
EXISTING R/W
DB 1699 PG 55
EAST COAST EQUIPMENT PARTNERS, LLC
BILLY J. ARNOLD, et ux
DB 1392 PG 845
TRACT FOUR (CHERRY TRACT III)
DB 606 PG 252
EDWARD G. WARD HEIRS.
DON W. NOBLES, et ux
DB 1226 PG 513
DRAWN BY TAX MAPPING
ARNOLD LAND HOLDINGS, LLC
DB 1888 PG 457
BIG BUCK PLANTATION, LLC
MB 16 PG 48
DB 1924 PG 858
134.34'
125.81'
28.06
+83.22
+80.99
12.98'
+34.99
35.07'
+43.89
34.95'
+03.90
72.10'
+55.90
12.63'
37
37
3737373738
38383838
38
383838
3839
39
39393939 3939
393939 3939
39
39 3939
41414141414141
4141
41
41414141
41 41414141
41
4242
42
424242 42
424242424242
42 424242434343434343
43 43 434343434343 43
43434343 4343
4343434343434444444444
44444444 44
44
44
44444444444444444
4444444
4444464646
40404040
40
4040 40404040
4040
404040
4040
4
5
45
45 454545454
5454545INCOMPLETE 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]
BREAK
ACCESS
BREAK
ACCESS
BREAK
ACCESS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh07_con.dgnagneushev8/17/99R-2511 7
MATCHLINE -L- STA. 45+00 SEE SHEET 6MATCHLINE -L- STA. 58+00 SEE SHEET 8www.rkk.com
Engineers | Construction Managers | Planners | Scientists
50+00 55+00 15+00-Y2- PC Sta. 15+67.80
-Y2- PT Sta. 17+30.46
-L- POT Sta. 54+50.49
-Y2- POT Sta. 18+32.93=
-L- ST Sta. 51+77.28
-L- CS Sta. 50+77.28
-L- SC Sta. 45+00.72
-Y2- Sta. 15+00.00
BEGIN CONSTRUCTION
+15.00
END FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
+65.00
BEGIN FENCE
BEGIN C/A
+65.00
END C/A
+31CHORD 110'C
A
C
A
C
A
C
A
56'
+03.00 190'
+34.00
171'
+47.00
EXIST. R/W
+90.00
EXIST. R/W
+55.00
EXIST. R/W
+35.00
EXIST. R/W
+05.00
19
17
20
22
23
C
ACA145'
+16.59
145'
EXIST. P/L
F
FFF
F
F F
F F F F
F
F
F
FFFFCCFF
F
F
F
6" PVC 6" PVC10" STEEL CASING10" STEEL CASI
NG6" PVCCOPPER 25 PAIR6 PAIR50 PAIR COPPER
50 PAIR COPPER
12" STEEL
NCGS ADKINS
ELEV=45.13'
150' LT
BL STA 27+25
BM1
SHEET 9 OF 61
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
**
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
INSET B
DETAIL FOR SITE 2
INSET A
DETAIL FOR SITE 2
ENGLISHNAD 83/ 2011T T FILL IN WETLAND
DENOTES TEMPORARY
SITE 2
TS
S
S
S
S
TS vvvv15" RCP
15" RCP 24" RCP48" RCPINV=35.10'INV=35.48'SB2
15"
R
CP-I
V 15" RCP-IV 2GI
DI
DI 15" RCP-III 15" RCP-III
DI
2GI
2GI
HW
2GI-A
15" RCP-IV
15" RCP-IV
15" RCP-IV
DI
REMOVE REMOVEREMOVE
18"
FS RETAIN
REMOVE
30" RCP-III
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
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION
SEE DETAIL AC
4' BASE DITCH
STANDARD
SEE DETAIL C
W/ RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
66" RCP-III (BURIED 1')66" RCP-III (BURIED 1')
9' SOIL
TTHH
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone].025.02INSET B
0
CLEARING
DENOTES MECHANIZED*
**
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
INSET A
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh07_Detail.dgnagneushev8/17/99INSET B
0
CLEARING
DENOTES MECHANIZED*
**
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
INSET A
25
SCALE FOR INSETS
5025
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN R-2511 7
NA
D 83/ 201125
SCALE FOR INSETS
5025
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
DETAIL FOR SITE 2
ENGLISH
SHEET 10 OF 61
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
T T FILL IN WETLAND
DENOTES TEMPORARY
S
S
TS
50 PAIR COPPER
50 PAIR COPPER
12" STEEL
55+00
-L- POT Sta. 54+50.49
-Y2- POT Sta. 18+32.93=
+15.00
END FENCE
FFFF
F
TS
S
S
vvvvHW35.48INV=35.48'INV=35.10'HW
2GI-A
REMOVE66" RCP-III (BURIED 1')66" RCP-III (BURIED 1')
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
250 050100 50150200 100 150 200 2505/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-2511
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_PFL_SITE2.dgnagneushevENGLISH
20
30
40
50
20
30
40
50
-L- STA. 54+85
SITE 2
SHEET 11 OF 61
PERMIT DRAWING
38.9'
NWS
(TOTAL LENGTH=215')
PROPOSED 66" RCP-III (BURIED 1')
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
INV = 35.43
INV = 34.79
0.30%
66" RCP-III 66" RCP-III
0.30%
INV = 35.12
INV = 35.12
PROP. 2GI-A
TOP = 44.75
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
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_prm_xpl_Site 2_55+50.dgnagneushevPROJ. REFERENCE NO.SHEET NO.0
6/23/1635 35
40 40
45 45
50 50
55 55
30 30
55+50.00
35 35
40 40
45 45
50 50
55 55
30 30
56+00.00
35 35
40 40
45 45
50 50
55 55
30 30
56+50.00
40 40
45 45
50 50
55 55
35 3557+00.00
40 40
45 45
50 50
35 3557+50.00
40 40
45 45
50 50
35 3558+00.00
X-17R-2511
-L-
5 10
SHEET 12 OF 61
PERMIT DRAWING
WETLAND
WETLAND
WETLAND
WETLAND
38.89
0.025 0.025
4.67:1
0.025
D.P. 44.926
6
:1 6:1
3:13:1
3:135.86
39.76
0.025 0.025
4.05:1
0.025
D.P. 44.965
6
:1 6:1
3:13:1
3:136.36
39.46
0.025 0.025
4.25:1
0.025
D.P. 44.893
6
:1 6:1
3:13:1
3:136.86
41.12
0.025 0.025
4.39:1
0.025
D.P. 44.710
6
:1 6:1
3:13:1
3:137.35
40.90
0.025 0.025
4.75:1
0.025
D.P. 44.460
6
:1 6:1
3:13:1
3:137.85
40.43
0.025 0.025
5.15:1
0.025
D.P. 44.210
6
:1 6:1
3:13:1
3:138.35
US 17 28.5' BST
SOILCONC8' GR8' GR8'
GR8' GRM12147.10T
EIP150.00'EXISTING R/W
EXISTING R/W
ESTATE FILE 85E PG 164
TRACT TWO
EDWARD G. WARD HEIRS.
TRACT FOUR (CHERRY TRACT III)
BILLY J. ARNOLD, et ux
DB 1392 PG 845
DB 1190 PG 891
DB 706 PG 361 (MAP)
TRACT ONE
ESTATE FILE 85E PG 164
TRACT TWO
ESTATE FILE 85E PG 164
EDWARD G. WARD HEIRS.
DB 701 PG 412 (MAP)
DB 745 PG 200
ALTON R. HARRIS, et ux
BIG BUCK PLANTATION, LLC
DB 1888 PG 457
BIG BUCK PLANTATION, LLC
DB 1888 PG 457
GEORGE S. BLAND, et al
EDWARD G. WARD HEIRS.
ESTATE FILE 85E PG 164
EDWARD G. WARD, et ux
ROBERT J. ALLIGOOD, et ux
DB 920 PG 665
SOIL
SOIL
SOIL
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" PVC
50 PAIR COPPER
50 PAIR COPPER
50
PAIR COPPER
12" STEEL
50 PAIR COPPERPIC7PIC8
ELEV=42.25'
181' RT
BL STA 42+30
BM2
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh08.dgnagneushev8/17/99R-2511 8
NA
D 83/ 2011MATCHLINE -L- STA. 58+00 SEE SHEET 7MATCHLINE -L- STA. 71+00 SEE SHEET 9www.rkk.com
Engineers | Construction Managers | Planners | Scientists
60+00 65+00
70+00
-L- TS Sta. 64+19.69
-L- SC Sta. 65+39.69
-L- ST Sta. 70+24.76
-L- CS Sta. 69+04.76
CAT-1
CAT-1
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
AT-1
Wing Wall
to
Tie Fence
Wing Wall
to
Tie Fence
C
A
C
A
23
20
24
25
25
26
23
26
28
29
F
F F
F
F
F
F
F
F
F
FF
FFFF
F
F
F
C
F
F
F
F F F
SHEET 13 OF 61
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
DETAIL FOR SITE 3
ENGLISH
SITE 3
S
S
S
S
S
TSvvvvvv15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
18" RCP
HW
HW
HW
15" RCP4'X6'48" RCPINV=31.60'INV=31.32'SB15" RCP-III 2GI 2GI
DI
DI
DI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
& CULVERT
REMOVE PIPE
24"
18" 18" 18"
18"
30" RCP-III
15"
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 15" RCP-III 15" RCP-
I
V 15" RCP-IV 15" RCP-IV 48" RCP-III2GI-A
SEE DETAIL A
BASE DITCH
LATERAL 4'
SEE DETAIL O
BASE DITCH
LATERAL 4'
HWHW
MATTING (TYP.)
COIR FIBER
MATTING (TYP.)
COIR FIBER
EST. 70 SY GEOTEXTILE
EST. 40 TONS CLASS I RIP RAP
CHANNEL IMPROVEMENTS
105 LF OF INLET 48" RCP-III48" RCP-III8'x6' RCBC15"
SY GEOTEXTILE
EST. 50
RIP RAP
CLASS I
EST. 45 TONS
IMPROVEMENTS
CHANNEL
75 LF OF OUTLET
18"
US 17 28.5' BST
SOILCONC8' GR8' GR8'
GR8' GRM12147.10T
EIP150.00'EXISTING R/W
EXISTING R/W
ESTATE FILE 85E PG 164
TRACT TWO
EDWARD G. WARD HEIRS.
TRACT FOUR (CHERRY TRACT III)
BILLY J. ARNOLD, et ux
DB 1392 PG 845
DB 1190 PG 891
DB 706 PG 361 (MAP)
TRACT ONE
ESTATE FILE 85E PG 164
TRACT TWO
ESTATE FILE 85E PG 164
EDWARD G. WARD HEIRS.
DB 701 PG 412 (MAP)
DB 745 PG 200
ALTON R. HARRIS, et ux
BIG BUCK PLANTATION, LLC
DB 1888 PG 457
BIG BUCK PLANTATION, LLC
DB 1888 PG 457
GEORGE S. BLAND, et al
EDWARD G. WARD HEIRS.
ESTATE FILE 85E PG 164
EDWARD G. WARD, et ux
ROBERT J. ALLIGOOD, et ux
DB 920 PG 665
SOIL
SOIL
SOIL
32 333333333434343636363636363636
3636
36363636363 63636
363637
37
37
3737373737373737
37
3737
37373737
373737373738
38383838383838
38
38
383838383838383939393
9
39 393939
39393939
393939
39393939393939393939 39393939394
14141
4141
4141
414
1
4142434444 353535353535
3535
404040404040
40404040 404040404
0 40404040Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
6" PVC
50 PAIR COPPER
50 PAIR COPPER
50
PAIR COPPER
12" STEEL
50 PAIR COPPERPIC7PIC8
ELEV=42.25'
181' RT
BL STA 42+30
BM2
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh08_con.dgnagneushev8/17/99R-2511 8
NA
D 83/ 2011MATCHLINE -L- STA. 58+00 SEE SHEET 7MATCHLINE -L- STA. 71+00 SEE SHEET 9www.rkk.com
Engineers | Construction Managers | Planners | Scientists
60+00 65+00
70+00
-L- TS Sta. 64+19.69
-L- SC Sta. 65+39.69
-L- ST Sta. 70+24.76
-L- CS Sta. 69+04.76
CAT-1
CAT-1
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
AT-1
Wing Wall
to
Tie Fence
Wing Wall
to
Tie Fence
C
A
C
A
23
20
24
25
25
26
23
26
28
29
F
F F
F
F
F
F
F
F
F
FF
FFFF
F
F
F
C
F
F
F
F F F
SHEET 14 OF 61
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
DETAIL FOR SITE 3
ENGLISH
SITE 3
S
S
S
S
S
TSvvvvvv15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
18" RCP
HW
HW
HW
15" RCP4'X6'48" RCPINV=31.60'INV=31.32'SB15" RCP-III 2GI 2GI
DI
DI
DI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
& CULVERT
REMOVE PIPE
24"
18" 18" 18"
18"
30" RCP-III
15"
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 15" RCP-III 15" RCP-
I
V 15" RCP-IV 15" RCP-IV 48" RCP-III2GI-A
SEE DETAIL A
BASE DITCH
LATERAL 4'
SEE DETAIL O
BASE DITCH
LATERAL 4'
HWHW
MATTING (TYP.)
COIR FIBER
MATTING (TYP.)
COIR FIBER
EST. 70 SY GEOTEXTILE
EST. 40 TONS CLASS I RIP RAP
CHANNEL IMPROVEMENTS
105 LF OF INLET 48" RCP-III48" RCP-III8'x6' RCBC15"
SY GEOTEXTILE
EST. 50
RIP RAP
CLASS I
EST. 45 TONS
IMPROVEMENTS
CHANNEL
75 LF OF OUTLET
18"
CONC8' GREIP
ALTON R. HARRIS, et ux
+03.92
52.84'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-956046'8:1
12"
STEELPIC8
28
70+00
CAT-1
CAT-1
Wing Wall
to
Tie Fence
Wing Wall
to
Tie Fence
FF
DETAIL FOR SITE 3
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh08_Detail.dgnagneushev8/17/990
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
R-2511 8
NA
D 83/ 201125
SCALE FOR INSETS
5025
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 15 OF 61
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
S
S
S
S
S
TS
18" RCP
HW
HW
HW
15" RCP4'X6'48" RCPINV=31.60'INV=31.32'DI
DI
DI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
REMOVE
REMOVE
& CULVERT
REMOVE PIPE
30" RCP-III15" RCP-
I
V 15" RCP-IV 15" RCP-IV 48" RCP-III2GI-A
SEE DETAIL O
BASE DITCH
LATERAL 4'
HWHW48" RCP-III48" RCP-III8'x6' RCBC
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
250 050100 50150200 100 150 200 2505/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-2511
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_PFL_SITE3.dgnagneushevENGLISH
20
30
40
50
20
30
40
50
-L- STA. 69+25.5
SITE 3
EXISTING GROUND
PROPOSED ROADWAY
SHEET 16 OF 61
PERMIT DRAWING
WSE. = 34.0'
.Q NWS
WSE. = 38.1'
.Q
WSE. = 37.7'
.
Q 50
100
(TOTAL LENGTH=190')
(2)-48" RCP-III (NOT BURIED)
PROPOSED 8' X 6' RCBC (BURIED 1') W/
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
INV = 31.80
INV = 31.93
0.30%
8' X 6' RCBC W/ (2) 48" RCP-III
S1SFD
60" CHL48" CONC
1SCH
CONC
B
G
S 9' GR9' GR9
' GR
9' GR9' BSTHTR 12' SOIL16' GRGR
B
1SFD
WST
30' PRIVATE EASEMENT (DB 1112 PG 222)EIP
EIP
EIP
EIP
EIP
MARK FULLERTON, et al
DB 1779 PG 868
DB 938 PG 791 (MAP)DB 1258 PG 777
ROSA L. JONES, et vir
DB 1420 PG 674
DB 941 PG 591 (MAP)
DB 1604 PG 409
AME ZION CHURCH
TRUSTEES of CHERRY RUN
DELPHINE CHAPMAN, et al
DB 918 PG 945
HOLINESS CHURCH
LOVE FAITH
DB 1255 PG 222
DB 949 PG 785 (MAP)
DB 916 PG 331 (MAP)
BIG SWAMP, LLC
BIG SWAMP, LLC
DB 1911 PG 190
DB 1910 PG 225
JAMES DANIELS HRS
DB 1251 PG 858
DB 1987 PG 282
MB 1 PG 105
STEVE & SANDRA GORHAM
STEVE & SANDRA GORHAM
ROBERT & KRISTIE DUNN
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]
6" PVC
6" PVC
50 PAIR COPPER
50 PAIR COPPER
12" STEEL
50 PAIR COPPER
50 PAIR COPPER
PIC11ELEV=46.15'
145' RT
BL STA 87+35
BM4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh11.dgnagneushev8/17/99R-2511 11
N
A
D 83/ 2011MATCHLINE -L- STA. 97+00 SEE SHEET 10MATCHLINE -L- STA. 110+00 SEE SHEET 12www.rkk.com
Engineers | Construction Managers | Planners | Scientists
100+00
105+00
-L- TS Sta. 100+69.03
-L- SC Sta. 101+89.03
-L- CS Sta. 106+14.42
-L- ST Sta. 107+34.42
PROP. 47" WW FENCE
PROP. 47" WW FENCE
49
50
48
51 52 53
54
55
45
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
FFF
F F
SHEET 17 OF 61
PERMIT DRAWING
025
SCALE FOR INSETS
5025
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
DETAIL FOR SITE 4
SITE 4
TS
HWHW15" RCP
15" RCP18" RCP
HW
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP2
4" RCPINV=39.39'
INV=40.42'
SJ
2 @ 42" RCP-IIIHW
2GI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
15" RCP-
I
V
15" RCP-IV 1
5" RCP-I
V 15" RCP-IV 1
5" R
C
P
-IV
15" RCP-IV
15" RCP-IV
2GI
DI DI
DI
DI
DI
DI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
SEE DETAIL E
LATERAL V DITCH
ON BANKS ONLY
W/ 75 SY GEO FAB
40 TONS CL I RIPRAP
REMOVE
REMOVE
REMOVEREMOVEREMOVE REMOVE
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
18"
15"
15"
15"
36" RCP-III15" RCP-III SEE DETAIL B
MEDIAN V 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
BASE DITCH
LATERAL 4'
18"
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
BASE DITCH
LATERAL 4'
SEE DETAIL PLATERAL 4' BASE DITCH
SEE DETAIL P
BASE DITCH
LATERAL 4'
S1SFD
60" CHL48" CONC
1SCH
CONC
B
G
S 9' GR9' GR9
' GR
9' GR9' BSTHTR 12' SOIL16' GRGR
B
1SFD
WST
30' PRIVATE EASEMENT (DB 1112 PG 222)EIP
EIP
EIP
EIP
EIP
MARK FULLERTON, et al
DB 1779 PG 868
DB 938 PG 791 (MAP)DB 1258 PG 777
ROSA L. JONES, et vir
DB 1420 PG 674
DB 941 PG 591 (MAP)
DB 1604 PG 409
AME ZION CHURCH
TRUSTEES of CHERRY RUN
DELPHINE CHAPMAN, et al
DB 918 PG 945
HOLINESS CHURCH
LOVE FAITH
DB 1255 PG 222
DB 949 PG 785 (MAP)
DB 916 PG 331 (MAP)
BIG SWAMP, LLC
BIG SWAMP, LLC
DB 1911 PG 190
DB 1910 PG 225
JAMES DANIELS HRS
DB 1251 PG 858
DB 1987 PG 282
MB 1 PG 105
STEVE & SANDRA GORHAM
STEVE & SANDRA GORHAM
ROBERT & KRISTIE DUNN38393941414141424242424242424343434343
4343434343
43
43 44444444
444444
44 444 4 4444
44
44444444444444444444444444444444464646
46
4646
46 4646464646
46464646464646
4646464646464747474747 47
47
4747
4747 47474747 4748
48
4840404545454545454545454545
4545
45
45
4545 4545454545454545 454545 4
5
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]
TYP.
40'
TYP.
40'+14.42TYP.
25'TYP.
25'
6" PVC
6" PVC
50 PAIR COPPER
50 PAIR COPPER
12" STEEL
50 PAIR COPPER
50 PAIR COPPER
PIC11ELEV=46.15'
145' RT
BL STA 87+35
BM4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh11_con.dgnagneushev8/17/99R-2511 11
N
A
D 83/ 2011MATCHLINE -L- STA. 97+00 SEE SHEET 10MATCHLINE -L- STA. 110+00 SEE SHEET 12www.rkk.com
Engineers | Construction Managers | Planners | Scientists
100+00
105+00
-L- TS Sta. 100+69.03
-L- SC Sta. 101+89.03
-L- CS Sta. 106+14.42
-L- ST Sta. 107+34.42
PROP. 47" WW FENCE
PROP. 47" WW FENCE
49
50
48
51 52 53
54
55
45
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
FFF
F F
SHEET 18 OF 61
PERMIT DRAWING
025
SCALE FOR INSETS
5025
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
DETAIL FOR SITE 4
SITE 4
TS
HWHW15" RCP
15" RCP18" RCP
HW
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP2
4" RCPINV=39.39'
INV=40.42'
SJ
2 @ 42" RCP-IIIHW
2GI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
15" RCP-
I
V
15" RCP-IV 1
5" RCP-I
V 15" RCP-IV 1
5" R
C
P
-IV
15" RCP-IV
15" RCP-IV
2GI
DI DI
DI
DI
DI
DI
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
SEE DETAIL E
LATERAL V DITCH
ON BANKS ONLY
W/ 75 SY GEO FAB
40 TONS CL I RIPRAP
REMOVE
REMOVE
REMOVEREMOVEREMOVE REMOVE
REMOVE
REMOVE REMOVE
REMOVE
REMOVE
18"
15"
15"
15"
36" RCP-III15" RCP-III SEE DETAIL B
MEDIAN V 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
BASE DITCH
LATERAL 4'
18"
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL A
BASE DITCH
LATERAL 4'
SEE DETAIL PLATERAL 4' BASE DITCH
SEE DETAIL P
BASE DITCH
LATERAL 4'
39414142424243
4343444444404045Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
50 PAIR COPPER
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh11_Detail.dgnagneushev8/17/990
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
R-2511 11
N
A
D 83/ 201125
SCALE FOR INSETS
5025
S S SURFACE WATER
DENOTES IMPACTS IN
DETAIL FOR SITE 4
SHEET 19 OF 61
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
TS
100+00-L-24" RCPINV=39.39'REMOVESEE DETAIL A
BASE DITCH
LATERAL 4'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
250 050100 50150200 100 150 200 2505/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-2511
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_PFL_SITE4.dgnagneushevENGLISH
20
30
40
50
20
30
40
50
-L- STA. 99+14
SITE 4
(TOTAL LENGTH=168')
PROPOSED (2)-42" RCP-III
EXISTING GROUND
PROPOSED ROADWAY
SHEET 20 OF 61
PERMIT DRAWING
40.8'
NWS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
INV = 40.31
0.99%
INV = 38.65
(2)-42" RCP-III
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
3
0' 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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh15.dgnagneushev8/17/99R-2511 15
N
AD
83/ 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
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP
. 47
" WW
FENCE
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
+53.97
BEGIN FENCE
BEGIN C/A
+45.00
END FENCE
END C/A
-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
to Bridge
Tie Fence
to Bridge
Tie Fence
EXIST. R/W
+08.00
EXIST. R/W
+45.00
EXIST. R/W
+07.00
110'
+66.00
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
SHEET 21 OF 61
PERMIT DRAWING
025
SCALE FOR INSETS
5025
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
ENGLISH
SITE 5
s
D.A.=32.6ac
Q10=62.88cfs
V10=2.59ft/s
D.A.=53.6ac
Q10=103.41cfs
V10=1.78ft/s
D.A.=40.0ac
Q10=64.77cfs
V10=1.83ft/s
TGUM 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
3
0' 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
32
32
323
23233333
3333333333333
33 333
333333333333333333333333333 3334343
4343434343434
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 3
838383838383939 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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh15_con.dgnagneushev8/17/99R-2511 15
N
AD
83/ 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
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP
. 47
" WW
FENCE
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
+53.97
BEGIN FENCE
BEGIN C/A
+45.00
END FENCE
END C/A
-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
to Bridge
Tie Fence
to Bridge
Tie Fence
EXIST. R/W
+08.00
EXIST. R/W
+45.00
EXIST. R/W
+07.00
110'
+66.00
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
SHEET 22 OF 61
PERMIT DRAWING
025
SCALE FOR INSETS
5025
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
ENGLISH
SITE 5
s
D.A.=32.6ac
Q10=62.88cfs
V10=2.59ft/s
D.A.=53.6ac
Q10=103.41cfs
V10=1.78ft/s
D.A.=40.0ac
Q10=64.77cfs
V10=1.83ft/s
TGUM 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"
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-95605/28/99PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_PFL_SITE5.dgnagneushev53
151+00 152+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00
163+00 164+00 165+00161+00 162+00
SHEET NO.
R-2511
150+00
169+00168+00167+00166+00 173+00172+00171+00170+00 175+00174+00
30
40
50
60
70
80
30
40
50
60
20 20
10 10
0 0
30
40
50
60
70
80
20
10
0
30
40
50
60
20
10
0
70
80
147+00 148+00 149+00 153+00
-L-
90
90 90
FOR -L- PLAN SEE SHTS. 14-16
ENGLISH
SHEET 23 OF 61
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
PROPOSED GRADE
EXISTING GROUND
SR 1419
WOOLARD RD.
-Y4-
14" PINE TREE
RR SPIKE SET IN
155.65' RT
-L- STA 152+76.20
94.00' RT
-BL- STA. 132+37
ELEV=38.73'
BM 6
33.3'
NWS
PI = 151+85.00
EL = 39.98'
(-)1.3500%(+)0.4000%
VC = 460'
K = 263
PI = 158+25.00
EL = 42.54'
(+)0.4000%(-)0.3093%
VC = 180'
K = 254
(-)0.3093%
-L- STA. 156+55
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
BRIDGE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT
= 3.86
= 41.0
= 2,790
= 50
= 1,165
= 37.1
= 1,436
= 37.4
= 500+
(+)0.4000%
PROPOSED GRADE
EXISTING GROUND
18" GUM TREE
RR SPIKE SET IN
165.73' RT
-L- STA 169+94.46
163.00' RT
-BL- STA. 149+84
ELEV=41.81'
BM 7
PI = 161+20.00
EL = 41.62'
(+)0.4000%
VC = 180'
K = 254
EL = 34.60
-L- STA. 154+25.00
END LAT. BASE DITCH RT
EL = 37.43
-L- STA. 147+50.00
BEGIN LAT. BASE DITCH RT
END LAT. BASE DITCH RT
(-) 0.4193%
EL = 34.46
PI = 151+00.00
(-) 1.3600%
(-) 0.2800%
EL = 34.04
-L- STA. 152+50.00
END LAT. BASE DITCH LT
(-) 0.7424%
EL = 34.93
-L- STA. 160+20.00
BEGIN LAT. BASE DITCH RT
EL = 32.99
-L- STA. 158+50.00
BEGIN LAT. BASE DITCH LT
(+) 0.3570%
(+) 0.1091%
(+) 0.1091%
(+) 0.3281%
EL = 35.29
-L- STA. 163+50.00
BEGIN LAT. BASE DITCH RT
END LAT. BASE DITCH RT
(+) 0.3570%
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_prm_xpl_Site 5_155+00.dgnagneushevPROJ. 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
SHEET 24 OF 61
PERMIT DRAWING
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
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
WD WD20' GR1SFD
10' SOIL1SFD
S
T
T S 60°30'59" E1194.97'S 39°01'42" E73.44'S 59°16'42" E85.00'S 83°46'42" E266.00'S 87°46'42" E82.00'
PARCEL 2
DB 1347 PG 25
DB 1711 PG 41
BEAUMAR FARMS, LLC
C/O DORA R. AYERS
DB R-11 PG 348
DB D-15 PG 423
RALPH A. LEE, JR BETTY G. BEACHAM
C.B. AYERS
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
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh21.dgnagneushev8/17/99R-2511 21
NAD 83/ 2011
MATCHLINE -L- STA. 223+00 SEE SHEET 20MATCHLINE -L- STA. 236+00 SEE SHEET 22www.rkk.com
Engineers | Construction Managers | Planners | Scientists
225+00 230+00
235+00
-L- CS Sta. 233+56.89
-L- ST Sta. 234+56.89
-L- SC Sta. 223+30.97
-L-
PROP. 47" WW FENCE
PROP. 47" WW FENCE
CHORD
220'110'C
A
C
A
89
88
90
92
F
F F
F
F F F F
F
FF
F
F
SHEET 25 OF 61
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
ENGLISH
DETAIL FOR SITE 6
T T FILL IN WETLAND
DENOTES TEMPORARY
MARTIN CO.BEAUFORT CO.SITE 6
T
Q10=19.8cfs
V10=2.04ft/s
Q10=17.2cfs
V10=1.51ft/s
3" PVC
25 PAIR COPPER 25 PAIR COPPER12 PAIR COPPER
12" STEEL
12 PAIR COPPER
PI
C2
1
COUNTY LINE
CO
15" RCP
15" RCP
15" RCP
HW
48" RCPINV=49.77'
INV=48.88'66" RCP-IVHW
W/ 89 SY GEO FAB
48 TONS CL I RIPRAP
FS
15" RCP-III 2GI
2GI
15" RCP-III W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
REMOVE
REMOVE
REMOVE
REMOVE24"
24"
24"
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 AE
STANDARD 4' BASE DITCH
WD WD20' GR1SFD
10' SOIL1SFD
S
T
T S 60°30'59" E1194.97'S 39°01'42" E73.44'S 59°16'42" E85.00'S 83°46'42" E266.00'S 87°46'42" E82.00'
PARCEL 2
DB 1347 PG 25
DB 1711 PG 41
BEAUMAR FARMS, LLC
C/O DORA R. AYERS
DB R-11 PG 348
DB D-15 PG 423
RALPH A. LEE, JR BETTY G. BEACHAM
C.B. AYERS
+48.99
49.25'+73.81116.45'515
1
5
1 5252535353 535353535353
535
353 5454
54
54
545454 5454
5454545454 54545454545
4
5
4
5 4 5454545454545454545
456565656
56
56565656
565656
56
565656565656565
6
5
6
5
657575757
5757575757
57
5
75757 57
5
75858585858
58585
8
5
9
5
0
5555
55
5555
5555555555
5555555555
5555
55555
5 555
5
5
5
55
55Responsive 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
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh21_con.dgnagneushev8/17/99R-2511 21
NAD 83/ 2011
MATCHLINE -L- STA. 223+00 SEE SHEET 20MATCHLINE -L- STA. 236+00 SEE SHEET 22www.rkk.com
Engineers | Construction Managers | Planners | Scientists
225+00 230+00
235+00
-L- CS Sta. 233+56.89
-L- ST Sta. 234+56.89
-L- SC Sta. 223+30.97
-L-
PROP. 47" WW FENCE
PROP. 47" WW FENCE
C
A
C
A
89
88
90
92
F
F F
F
F F F F
F
FF
F
F
3" PVC
25 PAIR COPPER 25 PAIR COPPER12 PAIR COPPER
12" STEEL
12 PAIR COPPER
PI
C2
1
COUNTY LINE
CO
SHEET 26 OF 61
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
ENGLISH
DETAIL FOR SITE 6
T T FILL IN WETLAND
DENOTES TEMPORARY
MARTIN CO.BEAUFORT CO.SITE 6
T
Q10=19.8cfs
V10=2.04ft/s
Q10=17.2cfs
V10=1.51ft/s
15" RCP
15" RCP
15" RCP
HW
48" RCPINV=49.77'
INV=48.88'66" RCP-IVHW
W/ 89 SY GEO FAB
48 TONS CL I RIPRAP
FS
15" RCP-III 2GI
2GI
15" RCP-III W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
REMOVE
REMOVE
REMOVE
REMOVE24"
24"
24"
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 AE
STANDARD 4' BASE DITCH
SResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DETAIL FOR SITE 6
0
SCALE FOR INSETS
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
ENGLISH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh21_Detail.dgnagneushev8/17/99R-2511 21
NAD 83/ 2011
12.5 12.5 25
SHEET 27 OF 61
PERMIT DRAWING
T T FILL IN WETLAND
DENOTES TEMPORARY
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
T
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
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_prm_xpl_Site 6_229+50.dgnagneushevPROJ. REFERENCE NO.SHEET NO.0
6/23/1650 50
55 55
60 60
65 65
45 45
229+00.00
50 50
55 55
60 60
65 65
45 45
229+50.00
50 50
55 55
60 60
65 65
70 70
45 45
230+00.00
50 50
55 55
60 60
65 65
70 70
45 45
230+50.00
50 50
55 55
60 60
65 65
70 70
45 45
231+00.00
50 50
55 55
60 60
65 65
70 70
45 45
231+50.00
X-73R-2511
-L-
5 10
SHEET 28 OF 61
PERMIT DRAWING
WETLAND
WETLAND
54.59
0.025
5.08:1
D.P. 58.472
6
:1
3:13:1
52.63
3:1
3:152.21
0.0256.658:1
54.99
0.025
4.54:1
D.P. 58.665
6
:1
3:1
3:151.95 3.30:10.0256.658:1
55.31
0.025
4.15:1
D.P. 58.890
6
:1
3:1
3:151.68
0.0256.658:1
3.44:155.64
0.025
4.06:1
D.P. 59.115
6
:1
3:1 3:153.813:1
3:151.42
0.0256.658:1
3.45:156.02
0.025
3.98:1
D.P. 59.340
6
:1
3:13:1
53.933:1
3:151.51
0.0256.658:1
3.57:156.24
0.025
4.26:1
D.P. 59.565
6
:1
3:13:1
54.063:1
3:151.75 3.59:10.0256.658:1
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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh25.dgnagneushev8/17/99R-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
SHEET 29 OF 61
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*ENGLISH
DETAIL FOR SITE 7
SITE 7
S
S
S
TS
Q10=11.1cfs
V10=1.45ft/s
Q10=3.2cfs
V10=1.39ft/s
S
TS
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
51 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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh25_con.dgnagneushev8/17/99R-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
SHEET 30 OF 61
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*ENGLISH
DETAIL FOR SITE 7
SITE 7
S
S
S
TS
Q10=11.1cfs
V10=1.45ft/s
Q10=3.2cfs
V10=1.39ft/s
S
TS
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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh25_Detail.dgnagneushev8/17/99R-2511 25
NAD 83/ 2011
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*ENGLISH
SHEET 31 OF 61
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
S
S
S
TS
S
TS
280+00
F30" RCPINV=51.58'
INV=50.65'
(PIPE INV=51.6)
INV=52.6
ON BANKS ONLY
W/ 50 SY GEO FAB
26 TONS CL I RIPRAPREMOVEHW
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
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_prm_xpl_Site 7_280+50.dgnagneushevPROJ. 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
SHEET 32 OF 61
PERMIT DRAWING
WETLAND
WETLAND WETLAND
WETLAND
STREAM
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
" WA
T
ERMA
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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh30.dgnagneushev8/17/99R-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-
PROP. 47" WW FENCE
PROP. 47" WW FENCE
EXIST. R/W
+65.00
EXIST. R/W
+95.00
WINGWALL
TIE FENCE TO
WINGWALL
TIE FENCE TO
110'
+08.00
110'
+85.00
WINGWALL
TIE FENCE TO
WINGWALL
TIE FENCE TO
C
A
C
A
C
A
121
122
124
123
125
F F
F
F
F
F
F
F
F
F
F
F
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SHEET 33 OF 61
PERMIT DRAWING
ENGLISH
SITE 8
TS
S S
S
S
SS
F
Q10=7.6cfs
V10=1.31ft/s
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
" WA
T
ERMA
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
414141414141
41 41414
1
42
4242
42
42
42
4242424242424242 424242
4242424242424242424242 424242424242
4242
424242
4242424242424242424
2
4242424242424242 4242 4242
424242 4242424242 4242424
242
424242424343
43
43
43
4343434343 434343434343
4
3 43
43
4
3
4 3
43
4343434343434343434343434343434343 43
43
43
43434343
43434343434343
434344
4
4
444444444444444444
4444
44
44
44 44444646
46
404040404040 4545454545
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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh30_con.dgnagneushev8/17/99R-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-
PROP. 47" WW FENCE
PROP. 47" WW FENCE
EXIST. R/W
+65.00
EXIST. R/W
+95.00
WINGWALL
TIE FENCE TO
WINGWALL
TIE FENCE TO
110'
+08.00
110'
+85.00
WINGWALL
TIE FENCE TO
WINGWALL
TIE FENCE TO
C
A
C
A
C
A
121
122
124
123
125
F F
F
F
F
F
F
F
F
F
F
F
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SHEET 34 OF 61
PERMIT DRAWING
ENGLISH
SITE 8
TS
S S
S
S
SS
F
Q10=7.6cfs
V10=1.31ft/s
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
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
250 050100 50150200 100 150 200 2505/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-2511
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_PFL_SITE8.dgnagneushevENGLISH
20
30
40
50
20
30
40
50
PROPOSED ROADWAY
(TOTAL LENGTH=153')
PROPOSED 10' X 6' RCBC (BURIED 1')
STREAMBED
EXISTING 0.72%
STREAMBED
PROPOSED
-L- STA. 345+79.0
SITE 8
41.5'
NWS
100-YR WSEL=43.2'
50-YR WSEL (DESIGN)=42.6'
SHEET 35 OF 61
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
10' X 6' RCBC
INV = 38.90
INV = 37.80
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
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_prm_xpl_Site 8_345+00.dgnagneushevPROJ. 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
SHEET 36 OF 61
PERMIT DRAWING
WETLANDWETLAND
WETLAND WETLAND
WETLAND
WETLAND
WETLAND
WETLANDWETLANDWETLANDWETLAND
STREAM
WETLAND
WETLAND
WETLAND
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
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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh31.dgnagneushev8/17/99R-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-
PROP. 47" WW FENCE
PROP. 47" WW FENCE
110'
+60.00
EXIST. R/W
+75.00
EXIST. R/W
+00.00
WINGWALL
TIE FENCE TO WINGWALL
TIE FENCE TO
WINGWALL
TIE FENCE TO
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
SHEET 37 OF 61
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
DETAIL FOR SITE 9
ENGLISH
T T FILL IN WETLAND
DENOTES TEMPORARY
SITE 9
TS
DA=30.0ac
Q10=64.0cfs
V10=2.31ft/s
15" RCP
15" RCP
15" RCP
15" RCP
8'X6'8'X6'
POND
POND
SF
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
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
DB Y-23 PG 652
HARRISON, et ux
FEFFREY W.
VICKIE PRICE EVANS
ACQUIRED BY WILL
DONNA PRICE GRAY 3232333333343434363636373737383838
39393 9
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 42424242424242424242
4242 42
42424242424242
42
4242
42 42
42424
2 424242424242424242
424
2 4242
42424242424242 424242
4242424243
43
43
43
43
43
43
434343434343434343434343434343 43
434343
4343 434
3
43434
3
43
434343434343 43434
343 43
4343434343434343434343434343444444 44444444
44
44
4444444444
44444
4
44444444444444444
4 44444446353540
4040404040
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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh31_con.dgnagneushev8/17/99R-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-
PROP. 47" WW FENCE
PROP. 47" WW FENCE
110'
+60.00
EXIST. R/W
+75.00
EXIST. R/W
+00.00
WINGWALL
TIE FENCE TO WINGWALL
TIE FENCE TO
WINGWALL
TIE FENCE TO
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
SHEET 38 OF 61
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
DETAIL FOR SITE 9
ENGLISH
T T FILL IN WETLAND
DENOTES TEMPORARY
SITE 9
TS
DA=30.0ac
Q10=64.0cfs
V10=2.31ft/s
15" RCP
15" RCP
15" RCP
15" RCP
8'X6'8'X6'
POND
POND
SF
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
WG
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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh32.dgnagneushev8/17/99R-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-
PROP. 47" WW FENCE
PROP. 47" WW FENCE+39110'
+80.00
WINGWALL
TIE FENCE TO
WINGWALL
TIE FENCE TO
C
A
C
A
128
128
131
132
133
134
C
A
F F F
F F
F
F
F
F
F
F F
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SHEET 39 OF 61
PERMIT DRAWING
025
SCALE FOR INSETS
5025
DETAIL FOR SITE 9
ENGLISH
T T FILL IN WETLAND
DENOTES TEMPORARY
SITE 9
TSHWHWHWHW18" 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 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
4
8
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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh32_con.dgnagneushev8/17/99R-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-
PROP. 47" WW FENCE
PROP. 47" WW FENCE+39110'
+80.00
WINGWALL
TIE FENCE TO
WINGWALL
TIE FENCE TO
C
A
C
A
128
128
131
132
133
134
C
A
F F F
F F
F
F
F
F
F
F F
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SHEET 40 OF 61
PERMIT DRAWING
025
SCALE FOR INSETS
5025
DETAIL FOR SITE 9
ENGLISH
T T FILL IN WETLAND
DENOTES TEMPORARY
SITE 9
TSHWHWHWHW18" 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
RU
INS
72" 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
25 PAIR COPPER
F
F
F
F
F
F
365+00
CAT
-1
CAT-1110'+60.00110'
+80.00
EX
I
ST. R/W+75.00W
I
N
G
W
ALLTI
E FENCE TOW
I
N
GW
ALLTI
E FENCE TOWINGWALL
TIE FENCE TO
WINGWALL
TIE FENCE TO
W
I
NG
W
A
LLTI
E FEN
CE TO
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_detail_site 9.dgnagneushev8/17/99R-2511
NAD 83/ 2011
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
025
SCALE FOR INSETS
5025
SHEET 41 OF 61
PERMIT DRAWING
31A
SITE 9
DETAIL FOR SITE 9
E E IN WETLAND
DENOTES EXCAVATION
ENGLISH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists TSTSHW
HW
15" RCP
8'X6'8'X6'SF
SF
REMOVE
REMOVEW/ 7 SY GEO FAB
2 TONS CL B RIPRAPSEE DETA
I
L
YTOE PROTECTI
ONSEE DETAIL Y
TOE PROTECTION
SEE DETAIL Y
TOE PROTECTION(2) @ 11'x8' RCBC
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
250 050100 50150200 100 150 200 2505/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-2511
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_PFL_SITE9.dgnagneushevENGLISH
20
30
40
50
20
30
40
50
STREAMBED
EXISTING
STREAMBED
PROPOSED
-L- STA. 365+81.0
SITE 9
38.6'
NWS
50-YR WSEL (DESIGN)=42.6'
100-YR WSEL=43.2'
STREAMBED
PROPOSED
1.89%
(TOTAL LENGTH=164')
PROPOSED (2) 11' X 8' RCBC (BURIED 1')
SHEET 42 OF 61
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
INV = 36.30
INV = 33.20
(2) 11' X 8' 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
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_prm_xpl_Site 9_365+00.dgnagneushevPROJ. 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
SHEET 43 OF 61
PERMIT DRAWING
WETLAND
WETLAND
WETLAND
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
10' GRABAND
2SFD
1SBKD
8' SOIL9' GR9' GR9' GR9' GRECM
ECM
6 MARKED GRAVES
CEMETERY
8 MARKED GRAVES
CEMETERY
150.00'EXISTING R/W
EXISTING R/W
DB U-18 PG 92
JERRY O'NEAL EVANS, et ux
EDNA H. KEEL
DB F-10 PG 112
MB 6 PG 185 DB R-9 PG 39
STEVEN R. EVANS
DB A-20 PG 609
REBECCA L. POWELL, et al
SUZANNE G. CLARK, HEIRS
DB L-21 PG 243
DB Z-8 PG 733
TRACT 2
REBECCA L. POWELL, et al
SUZANNE G. CLARK, HEIRS
DB L-21 PG 243
DB Z-8 PG 733
TRACT 3MB 6 PG 184
DB F-10 PG 112
EDNA H. KEEL
+04.05
69.85'
+96.31
79.40'
+21.02
66.52'
+53.57
82.91'
+41.65
88.81'+00.2391.36'EDNA H. KEEL
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
50 PAIR COPPER12" STEEL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh38.dgnagneushev8/17/99R-2511 38
NAD 83/ 2011
MATCHLINE -L- STA. 445+00 SEE SHEET 37MATCHLINE -L- STA. 458+00 SEE SHEET 39www.rkk.com
Engineers | Construction Managers | Planners | Scientists
450+00
455+00
-L- TS Sta. 449+45.48 -L- SC Sta. 450+45.48
-L- CS Sta. 454+04.01
-L- ST Sta. 455+04.01
PROP. 47" WW FENCE
PROP. 47" WW FENCE
148
149
150
149
152
153
F
F
F
F
F
F
F
FF
F F
F
SHEET 44 OF 61
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
DETAIL FOR SITE 10
ENGLISH
SITE 10
S
S
TS
DI
24" RCP
15" RCP15" HDPE
15" RCP
15" RCP
3'X4'SK
SEE DETAIL E
LATERAL V DITCH
HW
48" RCP-III48" RCP-III15" RCP-III
2GI 2GI
FS
15" RCP-III 2GI
FS
18"
18"
15"
REMOVE
REMOVEREMOVEREMOVE
REMOVE
REMOVE
REMOVE
(BANKS ONLY)
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL P
LATERAL 4' BASE DITCH
SEE DETAIL E
LATERAL V DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
=67.8'
MIN. EL.
FS
GEO FAB
RIPRAP W/ 7 SY
2 TONS CL B
30" RCP-III
10' GRABAND
2SFD
1SBKD
8' SOIL9' GR9' GR9' GR9' GRECM
ECM
6 MARKED GRAVES
CEMETERY
8 MARKED GRAVES
CEMETERY
150.00'EXISTING R/W
EXISTING R/W
DB U-18 PG 92
JERRY O'NEAL EVANS, et ux
EDNA H. KEEL
DB F-10 PG 112
MB 6 PG 185 DB R-9 PG 39
STEVEN R. EVANS
DB A-20 PG 609
REBECCA L. POWELL, et al
SUZANNE G. CLARK, HEIRS
DB L-21 PG 243
DB Z-8 PG 733
TRACT 2
REBECCA L. POWELL, et al
SUZANNE G. CLARK, HEIRS
DB L-21 PG 243
DB Z-8 PG 733
TRACT 3MB 6 PG 184
DB F-10 PG 112
EDNA H. KEEL
+04.05
69.85'
+96.31
79.40'
+21.02
66.52'
+53.57
82.91'
+41.65
88.81'+00.2391.36'EDNA H. KEEL
58596
1
61
62
6
2626262
6263
636363636363
636363636363636464
64
64
64646464646464
6464646464
646464
64 646464646464666666
66
66
66
66
666666
666666666666
6
6666
6
6666 6667676767
67
6767
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6767
6767
67
676767676767
67
6767676767
67676768
68
68
68 6868686868
686868
6868686868686
0
6565
65
65
65
65656565656565
65656565
656565 65Responsive 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
50 PAIR COPPER12" STEEL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh38_con.dgnagneushev8/17/99R-2511 38
NAD 83/ 2011
MATCHLINE -L- STA. 445+00 SEE SHEET 37MATCHLINE -L- STA. 458+00 SEE SHEET 39www.rkk.com
Engineers | Construction Managers | Planners | Scientists
450+00
455+00
-L- TS Sta. 449+45.48 -L- SC Sta. 450+45.48
-L- CS Sta. 454+04.01
-L- ST Sta. 455+04.01
PROP. 47" WW FENCE
PROP. 47" WW FENCE
148
149
150
149
152
153
F
F
F
F
F
F
F
FF
F F
F
SHEET 45 OF 61
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
DETAIL FOR SITE 10
ENGLISH
SITE 10
S
S
TS
DI
24" RCP
15" RCP15" HDPE
15" RCP
15" RCP
3'X4'SK
SEE DETAIL E
LATERAL V DITCH
HW
48" RCP-III48" RCP-III15" RCP-III
2GI 2GI
FS
15" RCP-III 2GI
FS
18"
18"
15"
REMOVE
REMOVEREMOVEREMOVE
REMOVE
REMOVE
REMOVE
(BANKS ONLY)
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
SEE DETAIL P
LATERAL 4' BASE DITCH
SEE DETAIL E
LATERAL V DITCH
SEE DETAIL A
LATERAL 4' BASE DITCH
=67.8'
MIN. EL.
FS
GEO FAB
RIPRAP W/ 7 SY
2 TONS CL B
30" RCP-III
9'
GR6
1
62
62636363
6363636364
646467676
0
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
0
DETAIL FOR SITE 10
ENGLISH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh38_Detail.dgnagneushev8/17/99TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
0
ENGLISH
S S SURFACE WATER
DENOTES IMPACTS IN
25
SCALE FOR INSETS
5025
R-2511 38
NAD 83/ 2011
S S SURFACE WATER
DENOTES IMPACTS IN
25
SCALE FOR INSETS
5025
SHEET 46 OF 61
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
S
S
TS PROP. 47" WW FENCE48" RCP-III15" RCP-III
2GI
FS
(BANKS ONLY)
W/ 50 SY GEO FAB
26 TONS CL I RIPRAP
B
W
W
9' GR9' GR10' BST10' BST10' BST
2SFD
H
T
R
G
B
S
T10' GRS
GRASSS
R
1
1
1
4 THURMAN GRI
F
F
I
N ROAD
2
0' BS
TSR 1114
D
A
N PEELE
R
O
A
D 19' BST
HWY 17 26' BST
T
T
C150' SI
GHT DI
STANCE250' SI
GHT DIS
T
ANC
E 210' SIGHT DISTANCE200' SIGHT DISTANCEEXIST. R/W MON
60.00'60.00'E
XISTIN
G
R/WE
XISTIN
G R/WEXI
S
TI
NG R/WEXI
S
TI
NG R/W150.00'EXISTING R/W
EXISTING R/W
BARBRA W. PERRY
DB Z-11 PG 937
DB T-6 PG 313
LOT 1
LOT 11
PC B SLIDE 306-B
DB J-21 PG 30
MINNIE A. HARRISON
PC C SLIDE 100-B
DB Y-22 PG 815
RANDY BRIGHT
DB 09-E PG 16
MINNIE ANGE HARRISON
LOT 2
PC B SLIDE 306-B
DB N-11 PG 126
JOSEPH S. GRIFFIN
DB T-6 PG 313
DB Z-11 PG 937
LOT 4
DB A-24 PG 606
P. BONDS
BARBIE
PERRY
BARBRA W.
DB K-15 PG 765
+01.79
19.19'
+01.69
3.75'
+02.34
66.33'
+98.43
44.32'
+27.61
35.32'
44.58'+34.80
+15.23'
13.70'
RICH AND JOYCE GAY
THOMAS BUNDY
DB 25 PG 293
DB N-11 PG 299
JASPER C. GRIFFIN, JR.
PC B SLIDE 306-B
LOT 10
DB U-20 PG 475
JAMES C. GUARD, JR., et ux
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]
6" WATERMAIN
10" MAIN
10" MAIN
10
" MAI
N10" MAIN
20" STEEL CASING
50 PAIR COPPER
5
0
P
AI
R COP
P
ER25 PAIR COPPER
100 PAIR COPPER
12" STEEL
ELEV=64.49'
319' LT
BL STA 479+59
BM20
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh42.dgnagneushev8/17/99R-2511 42
NAD 83/ 2011
MATCHLINE -L- STA. 496+50 SEE SHEET 41MATCHLINE -L- STA. 509+00 SEE SHEET 43www.rkk.com
Engineers | Construction Managers | Planners | Scientists
500+00 505+0020+0010+001
5
+
0
0
-L- POT Sta. 498+01.31
-Y7- POT Sta. 21+41.02=
-L- POT Sta. 500+71.31
-Y8- POT Sta. 10+00.00=
-Y8- PT Sta. 12+87.50
-Y8- PC Sta. 11+20.11
-Y7- PC Sta. 17+83.43
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
-Y7- Sta. 17+35.00
BEGIN CONSTRUCTION
-Y8- Sta. 14+75.00
END CONSTRUCTION
+85.00
END FENCE
END C/A
+85.00
BEGIN FENCE
BEGIN C/A
+34.87
END FENCE
END C/A
+14.63
BEGIN FENCE
BEGIN C/A +71+68-Y7- PT Sta. 19+78.01
EXIST. R/W
+19.04
EXIST. R/W
+63.69
C
A C
A
C
A
158
165
158
168
169
170
171
172
173
C
A
C
A
C
A
C
A
C
A
167
175
F
F
F
F
C C
F
F
F F
F
F F
F
F F
F
C C
F
F F
F
F
F
FCFF
C
F
SHEET 47 OF 61
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
DETAIL FOR SITE 11
SITE 11
S
S
S
S
TS
TS
TS
TS
15" RCP
15" RCP
15" RCP
15" RCP
15" R
CP
15" RCP
9
13
0
53.0
4
*
B
L42
3
6
9
13
1
51.96
*
E
L
4
2
3618" RCPINV=54.26'
INV=55.55'
3
6"
R
C
P
INV=53.04'
INV=51.96'
18" RCP
INV=51.61'
INV=52.26'
SG
15"
15"
SEE DETAIL E
LATERAL V DITCH
SEE DETAIL E
LATERAL V DITCH
SEE DETAIL E
LATERAL V DITCH
HW
HW
15" RCP-III 36" RCP-IIIFS
15" RCP-IV
15" RCP-IV 15" RCP-IV DI
DI
2GI
2GI-A
2GI-A
2GI-A
FS
FS2GI
15" RCP-IV
RCP-IV
15"
SEE DETAIL N
SPECIAL LATERAL V DITCH
SEE DETAIL S
BASE DITCH
SPECIAL LATERAL
2GI
18" 18"
18"
REMOVE
REMOVE
REMOVE
R
E
MOVE
REMOVE
RE
MO
VE
REMOVE
(BANKS ONLY)
W/ 75 SY GEO FAB
40 TONS CL I RIPRAP66" RCP-III (BURIED 1')66" RCP-III (BURIED 1')
W/ 14 SY GEO FAB
5 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
24" RCP-III
REMOVE
SEE DETAIL X
W/ RIP RAP
BASE DITCH
STANDARD 4'
SEE DETAIL AF
CHANNEL BLOCK
(BURIED 1')
66" RCP-III
(BURIED 1')
66" RCP-III
SEE DETAIL M
W/ CL B RIPRAP
CHANNEL CHANGE
DETAIL AF
SEE
BLOCK
CHANNEL
DETAIL X
SEE
RIP RAP
DITCH W/
4' BASE
STANDARD
SEE DETAIL F
BASE DITCH
LATERAL 4'
SEE DETAIL D
CUT DITCH
SPECIAL
SEE DETAIL M
CHANGE
CHANNEL
STABILIZATION
BANK
CL I RIPRAP
B
W
W
9' GR9' GR10' BST10' BST10' BST
2SFD
H
T
R
G
B
S
T10' GRS
GRASSS
R
1
1
1
4 THURMAN GRI
F
F
I
N ROAD
2
0' BS
TSR 1114
D
A
N PEELE
R
O
A
D 19' BST
HWY 17 26' BST
T
T
C150' SI
GHT DI
STANCE250' SI
GHT DIS
T
ANC
E 210' SIGHT DISTANCE200' SIGHT DISTANCEEXIST. R/W MON
60.00'60.00'E
XISTIN
G
R/WE
XISTIN
G R/WEXI
S
TI
NG R/WEXI
S
TI
NG R/W150.00'EXISTING R/W
EXISTING R/W
BARBRA W. PERRY
DB Z-11 PG 937
DB T-6 PG 313
LOT 1
LOT 11
PC B SLIDE 306-B
DB J-21 PG 30
MINNIE A. HARRISON
PC C SLIDE 100-B
DB Y-22 PG 815
RANDY BRIGHT
DB 09-E PG 16
MINNIE ANGE HARRISON
LOT 2
PC B SLIDE 306-B
DB N-11 PG 126
JOSEPH S. GRIFFIN
DB T-6 PG 313
DB Z-11 PG 937
LOT 4
DB A-24 PG 606
P. BONDS
BARBIE
PERRY
BARBRA W.
DB K-15 PG 765
+01.79
19.19'
+01.69
3.75'
+02.34
66.33'
+98.43
44.32'
+27.61
35.32'
44.58'+34.80
+15.23'
13.70'
RICH AND JOYCE GAY
THOMAS BUNDY
DB 25 PG 293
DB N-11 PG 299
JASPER C. GRIFFIN, JR.
PC B SLIDE 306-B
LOT 10
DB U-20 PG 475
JAMES C. GUARD, JR., et ux
5151525252525353
5353535353
5
3
5454
54545
4
5454565656
56565656
5
6
5
6
5
6
56
575
7
5
757
57575757
5
7
5
7575
7
57575
7
57585
8
5
8
58
58585858585
85858
5
8
58
58
5
8
58
585
8
5959
5
9
59
59
595959
59595959
5959
59
5
959
59
59
595959
5959
5
9595
961616161 61616161616161
61
6
1
6161
61
61
61616161
61
616161
6
1 616
1
6
1
6
1
6
1626262626262626262626262626262
6262626262
62626262636363
636363
63 6363
63
636
3
6363636363646464
6
4
64646464
6464
64
64
6
6
555
555
55555555
5
5
5555556060
6060
6060606060
60
606
0
6
0
60
606060606060
60
60606060
60
60
60
6060606060
606
06
0
6
0
65
656565
65
65
65656
5
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]
6" WATERMAIN
10" MAIN
10" MAIN
10
" MAI
N10" MAIN
20" STEEL CASING
50 PAIR COPPER
5
0
P
AI
R COP
P
ER25 PAIR COPPER
100 PAIR COPPER
12" STEEL
ELEV=64.49'
319' LT
BL STA 479+59
BM20
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh42_con.dgnagneushev8/17/99R-2511 42
NAD 83/ 2011
MATCHLINE -L- STA. 496+50 SEE SHEET 41MATCHLINE -L- STA. 509+00 SEE SHEET 43www.rkk.com
Engineers | Construction Managers | Planners | Scientists
500+00 505+0020+0010+001
5
+
0
0
-L- POT Sta. 498+01.31
-Y7- POT Sta. 21+41.02=
-L- POT Sta. 500+71.31
-Y8- POT Sta. 10+00.00=
-Y8- PT Sta. 12+87.50
-Y8- PC Sta. 11+20.11
-Y7- PC Sta. 17+83.43
PROP. 47" WW FENCE
PROP. 47" WW FENCE
PROP. 47" WW FENCE
-Y7- Sta. 17+35.00
BEGIN CONSTRUCTION
-Y8- Sta. 14+75.00
END CONSTRUCTION
+85.00
END FENCE
END C/A
+85.00
BEGIN FENCE
BEGIN C/A
+34.87
END FENCE
END C/A
+14.63
BEGIN FENCE
BEGIN C/A +71+68-Y7- PT Sta. 19+78.01
EXIST. R/W
+19.04
EXIST. R/W
+63.69
C
A C
A
C
A
158
165
158
168
169
170
171
172
173
C
A
C
A
C
A
C
A
C
A
167
175
F
F
F
F
C C
F
F
F F
F
F F
F
F F
F
C C
F
F F
F
F
F
FCFF
C
F
SHEET 48 OF 61
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
DETAIL FOR SITE 11
SITE 11
S
S
S
S
TS
TS
TS
TS
15" RCP
15" RCP
15" RCP
15" RCP
15" R
CP
15" RCP
9
13
0
53.0
4
*
B
L42
3
6
9
13
1
51.96
*
E
L
4
2
3618" RCPINV=54.26'
INV=55.55'
3
6"
R
C
P
INV=53.04'
INV=51.96'
18" RCP
INV=51.61'
INV=52.26'
SG
15"
15"
SEE DETAIL E
LATERAL V DITCH
SEE DETAIL E
LATERAL V DITCH
SEE DETAIL E
LATERAL V DITCH
HW
HW
15" RCP-III 36" RCP-IIIFS
15" RCP-IV
15" RCP-IV 15" RCP-IV DI
DI
2GI
2GI-A
2GI-A
2GI-A
FS
FS2GI
15" RCP-IV
RCP-IV
15"
SEE DETAIL N
SPECIAL LATERAL V DITCH
SEE DETAIL S
BASE DITCH
SPECIAL LATERAL
2GI
18" 18"
18"
REMOVE
REMOVE
REMOVE
R
E
MOVE
REMOVE
RE
MO
VE
REMOVE
(BANKS ONLY)
W/ 75 SY GEO FAB
40 TONS CL I RIPRAP66" RCP-III (BURIED 1')66" RCP-III (BURIED 1')
W/ 14 SY GEO FAB
5 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP SEE DETAIL F
LATERAL 4' BASE DITCH
SEE DETAIL F
LATERAL 4' BASE DITCH
24" RCP-III
REMOVE
SEE DETAIL X
W/ RIP RAP
BASE DITCH
STANDARD 4'
SEE DETAIL AF
CHANNEL BLOCK
(BURIED 1')
66" RCP-III
(BURIED 1')
66" RCP-III
SEE DETAIL M
W/ CL B RIPRAP
CHANNEL CHANGE
DETAIL AF
SEE
BLOCK
CHANNEL
DETAIL X
SEE
RIP RAP
DITCH W/
4' BASE
STANDARD
SEE DETAIL F
BASE DITCH
LATERAL 4'
SEE DETAIL D
CUT DITCH
SPECIAL
SEE DETAIL M
CHANGE
CHANNEL
STABILIZATION
BANK
CL I RIPRAP
W BSTGRASS6" WATERMAIN
50 PAIR COPPER18" RCP3
6" RCP18" RCP
250' SIGHT DISTANCE200' SIGHT DISTANCEEXIST. R/W MONEXISTING R/
W
E
XIS
TI
NG
R/WDB T-6 PG 313
DB Z-11 PG 937
LOT 4
DB A-24 PG 606
P. BONDSBARBIE
PERRYBARBRA W.
+27.61
35.32'
+15.23'
13.70'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]MATCHLINE -L- STA. 496+50 SEE SHEET 41500+00
2
0
+
0
0
PROP. 47" W W FENCE
+85.00END FENCE
END C/A
+34.87END FENCE
END C/AEXIST. R/W+19.04CA
165
CA
C A
47.00+00.00
F
F
C
F
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_detail_site 11dgn.dgnagneushev8/17/99R-2511
NAD 83/ 2011
SITE 11
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 49 OF 61
PERMIT DRAWING
025
SCALE FOR INSETS
5025
42A
DETAIL FOR SITE 11
ENGLISH
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
S
S
S
S
TS
TS
TS
TSSG
HW
HW 36" RCP-III2GI-A
2GI-A
2GI-A
REMOVEREMOVEREMOVE66" RCP-III (BURIED 1')66
" RCP
-I
I
I
(BUR
IED
1')24" RCP-III(BURIED 1')66" RCP-III (BURIED 1')
66" RCP-III
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
250 050100 50150200 100 150 200 2505/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-2511
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_PFL_SITE11.dgnagneushevENGLISH
40
50
30
40
50
PROPOSED ROADWAY
STREAMBED
EXISTING
STREAMBED
PROPOSED
SHEET 50 OF 61
PERMIT DRAWING-L- STA. 497+42
SITE 11
(TOTAL LENGTH=386')
PROPOSED 66" RCP-III (BURIED 1')
0.30%
0.70%
60 60
70 70
NWS
NO
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
INV = 52.90
INV = 51.00
PROP. 2GI-A
66" RCP-III
66" RCP-III
INV = 52.53
INV = 52.19
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
PIC
4
8
NCGS BEECH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh43.dgnagneushev8/17/99R-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
SHEET 51 OF 61
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
INSET A
DETAIL FOR SITE 12
INSET B
DETAIL FOR SITE 13
ENGLISH
T T FILL IN WETLAND
DENOTES TEMPORARY
SITE 12
SITE 13
TS
TS
TS
S
S
S
S
S
S
S
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-III18" RCP-III
SEE DETAIL F
LATERAL 4' BASE DITCH
REMOVE
SEE DETAIL F
BASE DITCH
LATERAL 4'
(
B
URIE
D
1')
6
6"
R
C
P-III
(
B
U
RIE
D
1')
66"
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
515151
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
5
45
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
5
7 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
PIC
4
8
NCGS BEECH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh43_CON.dgnagneushev8/17/99R-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
SHEET 52 OF 61
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
INSET A
DETAIL FOR SITE 12
INSET B
DETAIL FOR SITE 13
ENGLISH
T T FILL IN WETLAND
DENOTES TEMPORARY
SITE 12
SITE 13
TS
TS
TS
S
S
S
S
S
S
S
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-III18" RCP-III
SEE DETAIL F
LATERAL 4' BASE DITCH
REMOVE
SEE DETAIL F
BASE DITCH
LATERAL 4'
(
B
URIE
D
1')
6
6"
R
C
P-III
(
B
U
RIE
D
1')
66"
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]
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh43_Detail.dgnagneushev8/17/99TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
0
S S SURFACE WATER
DENOTES IMPACTS IN R-2511 43
NAD 83/ 2011
S S SURFACE WATER
DENOTES IMPACTS IN
25
SCALE FOR INSETS
5025
INSET A
DETAIL FOR SITE 12 SHEET 53 OF 61
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
TS
O
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
250
790
050100 50150200 100 150 200 250
7905/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R-2511
6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_PFL_SITE12.dgnagneushevENGLISH
20
30
40
50
20
30
40
50
-L- STA. 511+63
SITE 12
INV = 46.9INV = 48.0
0.45%
NEW 66" RCP
SHEET 54 OF 61
PERMIT DRAWING
(TOTAL LENGTH=246')
PROPOSED 66" RCP-III
48.5'
NWS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
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
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh43_Detail2.dgnagneushev8/17/99TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
INSET B
DETAIL FOR SITE 13
ENGLISH
0
S S SURFACE WATER
DENOTES IMPACTS IN R-2511 43
NAD 83/ 2011
S S SURFACE WATER
DENOTES IMPACTS IN
25
SCALE FOR INSETS
5025
SHEET 55 OF 61
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
TS
TS
S
S
S
S
S
S
S
C
A
24" RCP24" RCPINV=46.42'INV=46.22'
INV=46.24'
INV=46.10'
HW
REMOVEREMOVEW/ 50 SY GEO FAB
26 TONS CL I RIPRAP
SEE DETAIL F
BASE DITCH
LATERAL 4'54" RCP-III (BURIED 1')
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
S1SFD 8'
SOI
LW8'
SOI
L10' SOILS
CONC
M3
8
5
9.7
9 M3
8
6
8.19 M3
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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh46.dgnagneushev8/17/99R-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
SHEET 56 OF 61
PERMIT DRAWING
WETLANDDENOTES FILL IN
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
ENGLISH
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
218
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" RCP
INV=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
S1SFD 8'
SOI
LW8'
SOI
L10' SOILS
CONC
M3
8
5
9.7
9 M3
8
6
8.19 M3
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
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
5151515151515152 525252
52525252
5252525252525252
5
2525252
5
2 5252525353
53
5353
5353
53
53
53535454
54
54
545454
56
56 5656
565656565656
5
7
57
5
757 3535
3535
3
5
40
40404 0
404040
404045454545
45455050
50
5050505055
555555 55
55
55
55
5
5
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.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh46_con.dgnagneushev8/17/99R-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
184
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
SHEET 57 OF 61
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
ENGLISH
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
218
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" RCP
INV=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
72
" 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
C
O
N
C
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
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
COP
PER
5
0
PA
IR
COPPER
50 PAIR COPPER
100 PAIR COPPER
5
0

PA
IR
CO
P
PER
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh47.dgnagneushev8/17/99R-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
C
C
C
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SHEET 58 OF 61
PERMIT DRAWING
NAD 83/ 2011
ENGLISH
T T FILL IN WETLAND
DENOTES TEMPORARY
SITE 14
F
Q10=5.2cfs
V10=1.11ft/s
F
HW15" RCP15" R
C
P
15" RCP15" RC
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'
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
72
" 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
C
O
N
C
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
13
13
1313
14
14141
4 141416161616
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1921
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2121
22
222222222222
22
22
2222
22
22222222222223
23232323232323232
3
23232323
23
2323
23232
3 232324242424
24
242424242424242424
2424
2424 2424242424
242426
26
262626262626262626262626
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3838383939393939414243
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202020202020
2025
25
252525252525252525252525253030
303030
303
030303535
3535353535353535
4040Responsive 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
COP
PER
5
0
PA
IR
COPPER
50 PAIR COPPER
100 PAIR COPPER
5
0

PA
IR
CO
P
PER
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_Hyd_prm_wet_psh47_con.dgnagneushev8/17/99R-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
C
C
C
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SHEET 59 OF 61
PERMIT DRAWING
NAD 83/ 2011
ENGLISH
T T FILL IN WETLAND
DENOTES TEMPORARY
SITE 14
F
Q10=5.2cfs
V10=1.11ft/s
F
HW15" RCP15" R
C
P
15" RCP15" RC
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'
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
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100100
110110
110110
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120120
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130130
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140140
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6/9/2021R:\Hydraulics\PERMITS_Environmental\Drawings\R2511_prm_xpl_Site 14_560+00.dgnagneushevPROJ. 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 20
562+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
SHEET 60 OF 61
PERMIT DRAWING
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
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 Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (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- 17+60 TO 18+88 PROP 66" WELDED STEEL: SA, WA < 0.01 0.01 < 0.01 79 20 2 -L- 54+35 TO 57+82 PROP. 60" RCP & ROADWAY FILL: SB2, WB 0.26 0.01 0.05 0.04 < 0.01 351 13 3 -L- 68+45 TO 69+77 PROP. 8'X6' RCBC W/ (2) 48" RCP: SB 0.05 < 0.01 284 38 4 -L- 98+94 TO 99+55 PROP. (2) 42" RCP: SJ 0.01 < 0.01 129 10 5 -L- 152+86 TO 160+06 PROP. DUAL BRIDGES: SC, WC 1.00 0.04 0.27 < 0.01 0.07 7 155 6 -L- 229+26 TO 230+35 ROADWAY FILL: WD 0.02 < 0.01 0.01 7 -L- 280+02 TO 281+11 PROP. 48" RCP & ROADWAY FILL: SD, WE 0.11 0.03 < 0.01 < 0.01 128 20 8 -L- 341+75 TO 349+30 PROP. 10'X6' RCBC & ROADWAY FILL: SE, WF 1.10 0.06 0.32 0.04 < 0.01 286 9 9 -L- 364+15 TO 367+67 PROP. (2) 11'X8' RCBC & ROADWAY FILL: SF, WG 0.64 0.03 0.01 0.15 0.05 < 0.01 227 36 10 -L- 452+03 TO 452+53 PROP. 48" RCP & ROADWAY FILL: SK < 0.01 < 0.01 129 13 11 -L- 496+93 TO 500+77 PROP. 66" RCP & ROADWAY FILL: SG 0.05 < 0.01 512 42 12 -L- 510+39 TO 512+28 DRAIN/FILL POND: PA, WH < 0.01 0.50 -L- 512+10 TO 512+27 PROP. 66" RCP & ROADWAY FILL: SH < 0.01 < 0.01 40 10 13 -L- 521+22 TO 521+28 PROP. 54" RCP & ROADWAY FILL: SH2 0.02 < 0.01 169 20 14 -L- 557+40 TO 567+41 ROADWAY FILL: WI < 0.01 0.05 0.08 TOTALS*:3.14 0.14 0.07 0.91 0.80 0.10 2341 385 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 61OF 61 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSBEAUFORT & MARTIN COUNTYR-251135494.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS6/9/2021