20190214 Ver 5_I-5986A Individual Modification Cumberland County February 1 2022_20220201

heretofore unknown (new impact Site 57). The impact types are detailed in the provided summary tables
and the overall changes at each site are provided below.
ROW Adjustments. The ROW was adjusted from the time of the original application that has resulted
in surface water impacts to two ponds, PH and PL There were no previous impacts to these ponds, so
they have been incorporated into Site 30 and summarized below (Table 20-A). This revision was made
based on the NCDOT's desire to have a continuous ROW through the area, rather than having the ROW
cut in to avoid the ponds. Per standard guidance from NCDOT Hydraulics Unit, there should not be open
water within the ROW due to safety concerns. Therefore, the portion of these ponds within the ROW
needs to be filled.
Utility Easements. When the utilities relocations were incorporated into the design, there were multiple
areas where easements were needed that extended outside of the original study area and jurisdictional
delineations. The Design-Build team conducted additional wetland and stream delineations in each of
these areas which resulted in impacts at three new sites: Sites 58, 59, and 60. Additionally, Sites 15 and
16 require more temporary fill in wetlands in order to provide access to these sites.
Site 1.
•0.001 acre decrease in temporary surface water impacts
Site 2.
•0.101 acre increase in permanent fill in wetlands
•0.001 acre decrease in temporary fill in wetlands
•0.068 acre increase in mechanized clearing in wetlands
•62 linear feet increase in permanent stream impacts
•3 7 linear feet decrease in temporary stream impacts
Site 3.
•0.071 acre increase in permanent fill in wetlands
•0.050 acre increase in temporary fill in wetlands
•0.096 acre increase in mechanized clearing in wetlands
•48 linear feet increase in temporary stream impacts
Site 4.
•0.003 acre increase in permanent fill in wetlands.
•0.002 acre decrease in temporary fill in wetlands
•1 linear foot increase in temporary stream impacts
Site 15.
•0.132 acre increase in temporary fill in wetlands
Site 16.
•0.073 acre increase in temporary fill in wetlands
Site 30. These impacts are due to ROW adjustment:
•0.139 acre increase in permanent fill in surface waters (ponds)
•0.104 acre increase in temporary fill in surface waters (ponds)
Site 57. This is a new impact site associated with the Reese Creek redesign.
Site 57. This is a new impact site associated with the Reese Creek redesign.

January 20, 2022

Mr. Philip S. Harris, P.E., CPM
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598

Dear Mr. Harris:

Subject: DMS Mitigation Acceptance Letter:

I-5986A, I-95 Improvements, Cumberland County

References: USACE 404 Individual Permit issued November 25, 2020 (USACE Action ID
2018-02276)

NCDWR 401 Water Quality Certification issued November 6, 2020 (NCDWR
ID 2019-0214)

The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will
provide the additional compensatory mitigation for the subject project. Based on the information
supplied by you on October 4, 2021 and January 14, 2022, the additional impacts are located in CU
03030004 of the Cape Fear River basin in the Southern Inner Coastal Plain (SICP) Eco-Region, and
are as follows:

Table 1 – Additional Impacts (feet / acres)
Cape Fear
03030004
SICP
Stream Wetlands Buffer (Sq. Ft.)
Cold Cool Warm Riparian Non-
Riparian
Coastal
Marsh Zone 1 Zone 2
Impacts (feet/acres) 0 0 81.000 0.704 0.006 0 0 0
*NOTE: Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.

This additional impact and associated mitigation needs were not projected by the NCDOT in
the 2021 impact data. DMS is currently providing stream and wetland mitigation for the impacts
associated with this project located in cataloging units 03030004 and 03030006 of the Cape Fear River
basin as required by the 404 and 401 permits issued in November 2020, as shown in the below table (in
mitigation credits)

Mr. Harris
TIP I-5986A
January 20, 2022
Page Two

Table 2 – Current Permitted Impacts and Associated Mitigation Requirements provided by
DMS (based on issued permits) and Revised Anticipated Impacts (based on mitigation request)
Impact
Service
Area
Impact Type
Total Permitted
Impacts
(feet / acre / sq ft)
Mitigation
Provided by DMS
per Issued Permits
(Credits)
Additional
Impact (for
approval)
Revised Total
Impacts*
Cape Fear
03030004
Stream 1,062.000 2,124.000 81.000 1,143.000
Riparian
Wetland 6.075 12.150 0.704 6.779
Non-Riparian
Wetland 3.513 7.026 0.006 3.519
Cape Fear
03030006
Stream 237.000 474.000 0.000 237.000
Riparian
Wetland 1.196 2.392 0.000 1.196
Non-Riparian
Wetland 1.650 3.300 0.000 1.650
*Some of the additional stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application
for details. DMS will provide the amount of mitigation as determined by the regulatory agencies.

DMS commits to implementing additional sufficient compensatory stream and wetland
mitigation credits to offset the additional impacts associated with this project as determined by the
regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument
dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation
acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from
DMS.

If you have any questions or need additional information, please contact Ms. Beth Harmon at
919-707-8420.

Sincerely,

James B. Stanfill
Asset Management Supervisor

cc: Mr. Monte Matthews, USACE – Raleigh Regulatory Field Office
Ms. Amy Chapman, Division of Water Resources, Wetlands/401 Unit
File: I-5986A Mod Revised

VICINITY MAP (NTS)
NC GRID
NAD 83 NA 2011
HVAC UNIT
148.12
147.20
146.4
8
BOLLARDS
BOLLARDS
BOLLARDSBOLLARDS
FFE=149.59'
140.3
9TOB 13' W
141.78TOB 18' W
141.68TOB 15' W
141.92TOB 15' W
142.14TOB 15' W
142.07TOB 17' W
142.14TOB 17' W
143.0
3
TOB 15' W
144.6
7TOB 15' W
144.7
1
TOB 18' W
143.2
3
144.
4
4
5000
0
UG TANKS
UG TANK
UG TANKS
VENT PIPES
WATER PUMP
SPOUT
DIESEL TANK
1SFRBUS SHEDFAUCET
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
95
SECTION 2
SR 1005
SMITHFIELD RD.
-Y6-
SR 1815
WADE-STEDMAN RD.
-Y7-
JT MATTHEWS RD.
-Y20-
SR 1813
PERCY STRICKLAND RD.
-Y8-
95
SECTION 2
25
7
2
7
3
2626 27 28 29 30 31 7475
32
33 34 35 36 377638
76A
39 40 41 42 41 44 45
GORDON WILLIAMS RD.
-SR5A-
WILLIAMS RD.
GORDON
-SR5B-
SR 1856
ELVA WALLACE RD.
-SR3-
SR 1860
GORDON WILLIAMS RD.
-SR5C-
DATE: 1/4/2022
SUBMITTAL NO.: S-212R11
SECTION 2- RFC ROADWAY PLANS REVISION.10U.E.B.
U.E.B.RidgeMelstone Access
Rd.MingoSwampMingoSw ampMingoSwampAirfield
Military
Bragg
Fort
Stevens
Pond
82Creek
Cr
eekCanalMcLeod
Ch.
210
.03.05.32.5424
87
217
.20
.49210
210
125.549
4" PVC Force Main
Elv. 125.37
E 2074760.2070
N 499724.5360
TH 2-1
4" PVC Force Main
Elv. 127.14
E 2074740.2120
N 499612.2720
TH 1-1
8" HDPE Water
Elv. 117.11E 2074650.8710
N 499812.9050
TH 3-1
8" HDPE Water
Elv. 113.97
E 2074589.4170
N 499570.9360
TH 4-1
5000
0
FILLER CAP
VENT
FILLER CAPS
TSCB
CVP "8
GAS PUMPSGAS PUMP
TS LOOP SENSOR
TS LOOP SENSOR
TS LOOP SENSOR
TS LOOP SENSORS
8" PVC
8" PVC
LOOP SENSOR
6" DIP
6" DIP
UG TANKS
UG TANK
UG TANKS
VENT PIPES
PIPE OVERGROWN
INV=142.08'
INV=141.43'
SR1824-Links46223&43296
BARRELS2 8'H x 8'W
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
FF
FF
PROJECT LENGTH
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
HYDRAULICS
95
-L- POT STA. 776+00.00
BEGIN TIP PROJECT I-5877
-L- POT STA. 776+03.71
END TIP PROJECT I-5986A
NAD 83/ NA 2011
SECTION 2 SECTION 3
NC 82
GODWIN-FALCON RD.
-Y9-
SR 1806
SHERRILL BAGGETT RD.
-Y10-
SR 1804
RHODES POND ROAD
-Y11-
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
46 47 7748
7
8
49 50 51
7952 53 54 55 568157
8
2
58 59 60 61 62
1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NOTE:
SR 1859
-Y21- LEITHA LN.
SR 1860
GORDON WILLIAMS RD
-SR5-
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........ 0.044 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.372 MILES 8025 50 10050
25 50 10050
5 10 20 10
0
0
0
PROFILE (HORIZONTAL)

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\I-5986A_Hyd_TSH.dgnaburkeCONTRACT:TIP PROJECT:ART
ME
NN ASO H
DEPTO F TRA SPORTTIONTATEOFNRTCARO
LI
NANCDOT CONTACT
PROJECT LENGTH

LETTING DATE:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
DESIGN
ROADWAY
ENGINEER
HYDRAULICSNAD 83/2011PROJECT ENGINEER - DESIGN-BUILD UNIT
47532.3.2
NHP-0095(057)
95
301
401
BUS
401
BYP
87
210
24
24
24
95
BUS
401
BUS
210
87
24
401
BYP
87
24 210
295
13
87
24
210
401
401
24
87
210
401
301
401
82
82
82
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
C204283I-5986AI-5986A
FUNC CLASS: INTERSTATE
* (TTST 13% + DUALS 5%)
Michael Penney, PE
AUGUST 20, 2019
2018 STANDARD SPECIFICATIONS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
BEGIN TIP PROJECT
I-5986A
END TIP PROJECT
CUMBERLAND COUNTY
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
4
71
295
NAD 83/ NA 2011
US 301
DUNN RD.
-Y14-
NC 295
AIRBORNE & SPECIAL OPERATIONS HIGHWAY
-Y5-
SR 1863
PEMBROKE LANE
-Y4-
US 13
GOLDSBORO RD.
-Y5-
SECTION 1 SECTION 2
SECTION 2 SECTION 3
SECTION 2 SECTION 3
95
95
95
= 75 MPH
= 18% *
= 7%
= 55%
= 73,800
= 56,700
V
T
D
K
ADT 2040
ADT 2018
301
13
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
5 6 7 8
9
63
10 1164
6512 13 14 15 16 17 18 1969
70
20
21 22
23 24 25686766HARNETT CO
.CUMBERLAND
CO
.Michael T. Merritt, PE
Anthony A. Houser, PE
PROP. SIGN
PROP. SIGN
SR 1861
POVERTY FLATS ROAD
NHP-0095(057)
47532.2.2
PE, UTIL., CONST.
R/ W
OFFSITE DETOUR
SERVICE ROAD
-Y5C-63A-LNBREV- POT STA. 13+00.00
-LSBREV- POT STA. 13+00.00
BEGIN TIP PROJECT I-5986A
1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NOTES
TOTAL LENGTH TIP PROJECT I-5986A................15.397 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........0.066 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.331 MILES
-LSBREV- ST Sta. 130+34.61 (13' LT)
-L- POT Sta. 80+40.84 =
-LNBREV- POT Sta. 129+28.86 (13' RT)
-L- POT Sta. 79+78.98 =
SR 1832
MURPHY RD.
-YREV-
SR 1831
BAYWOOD RD.
-Y3-
95I-95 BUS
-Y1SB-
I-95 BUS.
-Y1NB-
95
See Sheets 1C-1 Thru 1C-8, 1C-22 Thru 1C-25, 1C-28, RW02C-1 Thru RW02C-14, RW02C-28 Thru RW-02C-33, RW-2D-1 Thru RW-02D-2 For Survey Control Sheets
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
DATE: 01/13/2022
SUBMITTAL NO.: S-157R7 & S-157R9
SECTION 1 - REVISED RFC PLANS
REESE CREEK
BLACK RIVERSHEET 1 OF 163
PERMIT DRAWINGENGLISHWETLAND AND SURFACE WATER IMPACTS
REVISED 1/26/2022
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
SITE 6
SITE 8
SITE 9
SITE 10
SITE 7 SITE 11
SITE 12
SITE 24
SITE 32
SITE 33
SITE 31
SITE 27
SITE 28
SITE 29
SITE 30
SITE 25
SITE 26
SITE 52
SITE 54
SITE 49
SITE 50
SITE 51
SITE 53
SITE 19
SITE 21
SITE 20
SITE 22
SITE 13
SITE 16
SITE 15
SITE 23
SITE 55
SITE 56
SITE 18
SITE 17
SITE 34
SITE 35
SITE 37
SITE 36
SITE 40
SITE 43 SITE 44
SITE 47
SITE 45
SITE 46
SITE 38
SITE 39
SITE 42
SITE 41
SITE 48
SITE 57
SITE 59
Submitted 2/1/2022
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SHEET 2 OF 163
PERMIT DRAWING
REVISED 1/26/2022
ENGINEER
PROJECT REFERENCE NO.SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\I-5986A_HYD_Ditch Detail_Sec1.dgnaburkeI-5986A 2D-1
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'

DETAIL
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)

DETAIL
C Proposed Ditch
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI

C Proposed Ditch
VAR.STAKESLOPE5.0'
D2:1LIMITSCLEARING( Not to Scale)
BERM DITCH
5.0'
10.0' V.C.
DETAIL E
?
10.0'
Min. D=1.0 Ft.
LETTER BEFORE YOU ADD A NEW ONE!!MAKE SURE YOU ARE USING A NEW DETAILTURN ON OTHER DITCH DETAIL SECTIONS AND
LATERAL 'V' DITCH
( Not to Scale)
3:
1 3:1
D
b
d
1"/Ft.
-Y5RPD- STA. 12+93 TO STA. 15+40 RT
Slope
Fill
Type of Liner= CL B Rip-Rap b=5.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
DETAIL M
Ground
Natural
Geotextile
OR FLATTER3:1d
D
( Not to Scale)
B
CHANNEL CHANGE
Ground
Natural
Ground
Natural
Exist. ChannelGEOTEXTILE
Type of Liner= VARIES
b=5.0 Ft.
B= SEE BELOW
Max. d= SEE BELOW
Min. D=SEE BELOW
DETAIL S
Ground
Natural
( Not to Scale)
5:15:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-L- STA. 128+00 TO STA. 130+00 LT
DETAIL L
b=5.0 Ft.
B=6.0 Ft.
Min. D=2.0 Ft.
Ground
Natural
Slope
Fill3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-Y5B- STA. 12+50 TO STA. 17+50 RT
-L- STA. 255+00 TO STA. 269+00 RT
-L- STA. 239+00 TO STA. 247+00 LT
-L- STA. 223+11 TO STA. 226+23 RT
-L- STA. 165+50 TO STA. 167+00 LT
-L- STA. 159+00 TO STA. 162+00 LT
-L- STA. 132+50 TO STA. 137+00 LT
DETAIL F
B= 4.0 Ft.
Min. D= 1.75 Ft.
Ground
Natural
Slope
Ditch
Front
DETAIL NOT USED IN SECTION 1
DETAIL NOT USED IN SECTION 1
LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
b
1"/Ft.
DETAIL NOT USED IN SECTION 1
b=5.0 Ft.
Min. D=2.5 Ft.
DETAIL X
Ground
Natural
Slope
Fill
Fill Slope3:1 or Flatter
Type of Liner= CL B Rip-Rap
DETAIL H
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
d= 2.0 Ft.
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-Y5LPD- STA. 26+50 TO STA. 30+65 RT
-L- STA. 253+00 TO STA. 255+00 RT
-L- STA. 252+00 TO STA. 256+00 LT
-L- STA. 247+00 TO STA. 251+50 LT
-L- STA. 162+00 TO STA. 165+50 LT
-L- STA. 90+50 TO STA. 100+28 RT
DETAIL D
b= 5.0 Ft.
B= 4.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Slope
Fill
d 3:1B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-L- STA. 107+72 TO STA. 109+00 LT, D=1.0'
DETAIL N
B= 4.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Ditch
Slope
Front
Geotextile
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
HYDRAULICS DESIGN
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-Y5- STA. 65+00 TO STA. 68+50 LT, B=4', D=1.00'
-L- STA. 128+00 TO STA. 129+00 RT, B=4', D=1.00'
-Y3- STA. 18+50 TO STA. 19+15 LT, B=4', D=1.00'
DETAIL P
b= 5.0 Ft.
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
Fill
( Not to Scale)
LATERAL BASE DITCH
3:1D
B
b
d
3:1 1"/Ft.
-Y3- STA. 22+50 TO STA. 24+75 LT, B=4', D=2.0'
-L- STA. 158+87 TO STA. 159+00 LT, D=1.5'
DETAIL R
b= 5.0 Ft.
B= 4.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
BEG. ELEV=131.67', END ELEV=130.90', S=0.3%
-Y5LPD- STA. 13+78 RT, L=285',
DETAIL I
B= 4.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Ground
Natural
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-L- STA. 195+45 TO STA. 199+55 LT, B=7', D=1.0'
-L- STA. 109+00 TO STA. 113+81 LT, B=4', D=1.5'
-L- STA. 100+28 TO STA. 102+12 LT, B=4', D=1.0'
-L- STA. 94+00 TO STA. 100+28 LT, B=4', D=2.0'
-L- STA. 86+50 TO STA. 90+50 LT, B=4', D=1.5'
DETAIL V
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
Ditch
Front
Flatter3:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 232+50 TO STA. 241+50 RT
-L- STA. 169+00 TO STA. 173+00 LT
-L- STA. 131+50 TO STA. 132+50 RT
-L- STA. 113+81 TO STA. 118+50 LT
-L- STA. 111+00 TO STA. 112+50 RT
-L- STA. 102+12 TO STA. 103+00 LT
DETAIL U
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
Flatt
er3:1 or
D
-LNBREV_DET- STA. 12+32 TO STA. 20+82 LT
-LSBREV_DET- STA. 22+41 TO STA. 22+91 RT
-Y1NB- STA. 44+50 TO STA. 46+50 RT
-YRPAREV- STA. 17+94 TO STA. 20+00 RT
-SR5C_DET- STA. 15+00 TO STA. 16+32 RT
-SR5C_DET- STA. 12+70 TO STA. 13+10 RT
-Y5SPUR- STA. 19+49 TO STA. 22+03 LT
-Y5- STA. 85+00 TO STA. 89+00 RT
-Y5- STA. 85+50 TO STA. 86+50 LT
-Y5- STA. 65+00 TO STA. 68+00 RT
-Y4A- STA. 10+54 TO STA. 13+50 RT
-Y4- STA. 61+00 TO STA. 65+49 LT
-Y4- STA. 50+00 TO STA. 55+00 LT
-Y3- STA. 22+00 TO STA. 24+00 RT
-Y5RPD- STA. 10+90 TO STA. 12+00 LT
-L- STA. 210+50 TO STA. 212+25 RT
Min. D=1.5 Ft.
DETAIL A
Ground
Natural
Flatter4:1 or
Slope
Fill Flatter4:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
-LNBREV_DET- STA. 75+85 TO STA. 83+86 LT, *3:1
-LSBREV_DET- STA. 26+42 TO STA. 28+43 LT
-LSBREV_DET- STA. 22+91 TO STA. 26+92 RT
-Y1NB- STA. 45+20 TO STA. 48+00 LT
-Y1NB- STA. 46+50 TO STA. 59+00 RT
-LSBREV- STA. 79+50 TO STA. 82+15 LT
-YRPAREV- STA. 15+74 TO STA. 17+30 RT
-LNBREV- STA. 79+17 TO STA. 80+67 RT
-LSBREV- STA. 68+50 TO STA. 77+50 LT
-LNBREV- STA. 69+17 TO STA. 76+67 RT
-YRPCREV- STA. 13+30 TO STA. 18+87 RT
-LNBREV- STA. 50+73 TO STA. 54+69 LT
-L- STA. 221+58 TO STA. 232+00 LT
-Y5C- STA. 24+50 TO STA. 25+92 LT
-Y5C- STA. 25+00 TO STA. 26+42 RT
-Y5LPD- STA. 12+79 TO STA. 14+50 LT
-L- STA. 227+00 TO STA. 232+50 RT
-Y5RPA- STA. 34+49 TO STA. 36+85 RT
-Y5RPA- STA. 36+85 TO STA. 37+50 LT
-Y5SPURA- STA. 10+46 TO STA. 16+99 LT
-Y5FLY- STA. 82+33 TO STA. 85+77 RT
-L- STA. 245+00 TO STA. 249+00 RT
-L- STA. 232+50 TO STA. 241+50 RT
-L- STA. 256+00 TO STA. 269+00 LT
-L- STA. 232+00 TO STA. 239+00 LT
-L- STA. 138+50 TO STA. 186+00 RT
-L- STA. 103+00 TO STA. 107+72 LT
DETAIL B
Min. D=2.0 Ft.
Ground
Natural Slope
Ditch
Front
Flatt
er3:1 or D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-LSBREV- STA. 112+50 TO STA. 128+50 LT
-Y5FLY- STA. 63+50 TO STA. 66+80 RT
-Y5FLY- STA. 66+80 TO STA. 70+00 LT
-Y5B- STA. 10+44 TO STA. 12+50 RT
-L- STA. 208+50 TO STA. 215+00 LT
-L- STA. 212+25 TO STA. 220+00 RT
DETAIL C
B= 4.0'
Min. D= 2.5 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)Flatter
4:
1
or Flatter4:1 or
-LSBREV- STA. 103+00 TO STA. 112+50 RT
-LSBREV- STA. 82+15 TO STA. 83+00 LT
-LNBREV- STA. 82+67 TO STA. 84+17 RT
-LNBREV- STA. 54+69 TO STA. 62+16 LT
-Y5RPA- STA. 45+00 TO STA. 49+00 LT
-Y5- STA. 83+50 TO STA. 85+50 LT
-L- STA. 215+00 TO STA. 217+50 LT
Point
Shoulder
Point
Shoulder
MEDIAN V DITCH
DETAIL G
-YREV- STA. 24+38 TO STA. 26+57 RT
-YRPCREV- STA. 21+65 TO STA. 24+64 RT
-Y5LPD- STA. 44+31 TO STA. 48+12 RT
-Y5- STA. 107+80 TO STA. 109+51 RT
-Y5- STA. 64+30 TO STA. 64+55 RT
-Y5- STA. 55+85 TO STA. 65+25 LT
-Y5- STA. 47+87 TO STA. 50+88 LT
-Y5RPA- STA. 42+36 TO STA. 44+00 RT
-Y5LPD- STA. 37+76 TO STA. 39+18 RT
-Y5LPD- STA. 38+47 TO STA. 39+75 LT
-Y5RPC- STA. 13+37 TO STA. 21+33 RT
-Y5B- STA. 13+20 TO STA. 17+18 LT
-Y5C- STA. 12+64 TO STA. 17+88 RT
-Y5C- STA. 12+83 TO STA. 17+66 LT
-Y5RPD- STA. 15+00 TO STA. 24+34 RT
-Y5FLY- STA. 59+20 TO STA. 62+59 LT
-Y5LPD- STA. 20+21 TO STA. 24+50 LT
-Y5LPD- STA. 19+00 TO STA. 21+00 RT
-Y4- STA. 40+38 TO STA. 41+90 RT
-Y4- STA. 40+82 TO STA. 43+12 LT
-L- STA. 199+36 TO STA. 202+57 LT
-L- STA. 198+60 TO STA. 203+00 RT
-L- STA. 186+71 TO STA. 187+92 LT
-L- STA. 121+50 TO STA. 127+90 RT
( Not to Scale)
Flatter3:1 or
Flatt
er3:1 or D
B
b
LATERAL BASE DITCH
1"/Ft.
-YREV- STA. 20+38 TO STA. 21+67 RT, B=4.0'
-LNBREV- STA. 80+67 TO STA. 82+67 RT, B=4.0'
-L- STA. 147+00 TO STA. 154+50 LT, B=4'
-L- STA. 138+50 TO STA. 147+00 LT, B=4'
-L- STA. 137+00 TO STA. 138+00 LT, B=4'
-L- STA. 130+00 TO STA. 132+50 LT, B=4'
-L- STA. 118+50 TO STA. 121+12 LT, B=4'
-L- STA. 90+50 TO STA. 94+00 LT, B=4'
DETAIL J
b= 5.0 Ft.
B= SEE BELOW
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
b
1"/Ft.
-YRPDREV- STA. 15+68 TO STA. 18+50 RT
-Y5- STA. 70+00 TO STA. 73+64 RT
-Y5- STA. 70+02 TO STA. 76+21 LT
-Y5- STA. 64+50 TO STA. 68+50 LT
-Y5- STA. 42+00 TO STA. 45+51 LT
-Y5C- STA. 19+38 TO STA. 24+50 LT
-L- STA. 249+00 TO STA. 253+00 RT
-L- STA. 154+50 TO STA. 158+87 LT
-L- STA. 138+00 TO STA. 138+50 LT
-L- STA. 129+00 TO STA. 131+50 RT
-L- STA. 112+50 TO STA. 113+81 RT
-L- STA. 89+00 TO STA. 90+50 RT
b=5.0 Ft.
Min. D=1.5 Ft.
DETAIL K
Ground
Natural
Slope
Fill Flatt
er3:1 or D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-LSBREV- STA. 51+50 TO STA. 53+50 LT, B=11', D=1.75'
-Y4- STA. 61+50 TO STA. 64+64 RT, B=4', D=2.75'
-Y4- STA. 42+00 TO STA. 61+50 RT, B=4', D=3.5'
-L- STA. 192+74 TO STA. 195+45 LT, B=7', D=2.0'
DETAIL O
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
Fill
3:13:1
D
( Not to Scale)
STANDARD 'V' DITCH
BEG. ELEV=119.98, END ELEV=119.56, M=3.5
-Y1NB- STA. 44+50, L=53', S=0.8%, D=1.5'
BEG. ELEV=140.43, END ELEV=140.41
-SR5C_DET- STA. 13+10 TO STA. 14+00, L=90', S=0.02%, D=1.0'
BEG. ELEV=125.00, END ELEV=124.40'
-L- STA. 186+00 RT, L=200', S=0.3%, D=2.5'
BEG. ELEV=144.45, END ELEV=142.05, M=3
-Y5LPA- STA. 18+75, L=50', S=4.8%, D=1.0'
Min. D=SEE BELOW
DETAIL T
Ground
Natural
Ground
Natural
B
Flatter3:1 or
Flatter3:1 or D
( Not to Scale)
STANDARD BASE DITCH
BEG. ELEV=112.90, END ELEV=115.18, S=2.9%, M=3.0
-LNBREV- STA. 107+71 TO STA. 108+52 RT, B=4', D=1.0'
BEG. ELEV=113.08, END ELEV=112.90, S=0.3%, M=3.0
-LNBREV- STA. 107+10 TO STA. 107+71 RT, B=4', D=1.25'
BEG. ELEV-=127.55, END ELEV=127.30, S=0.33%, M=3.0
-L- STA. 215+50 LT, L=76', B=4', D=1.25'
BEG. ELEV=126.60, END ELEV=127.08, S=0.24%, M=3.0
-Y5- STA. 104+47 TO STA. 106+50 LT, B=10', D=2.25'
BEG. ELEV=124.74 END ELEV=124.63, S=0.16%, M=3.0
-L- STA. 160+29 RT, L= 69, B=12', D=3.0',
BEG. ELEV=115.95 END ELEV=115.80, S=0.28%, M=5.5
-L- STA. 121+12 RT, L=54', B=3', D=3.0'
BEG. ELEV=120.09 END ELEV=120.30, S=0.30%, M=6.0
-L- STA. 107+72 RT, L= 70, B=3', D=2.0'
BEG. ELEV=121.50 END ELEV=121.43, S=0.33%, M=6.0
-L- STA. 100+28 RT, L=22, B=6', D=2.5'
BEG. ELEV=122.50 END ELEV=122.36, S=0.40%, M=3.0
-L- STA. 113+81 RT, L=35, B=3', D=2.0'
BEG. ELEV=122.78 END ELEV=122.45, S=0.80%, M=6.0
-L- STA. 138+50 RT, L=41, B=6', D=2.0'
BEG. ELEV=117.39 END ELEV=117.15, S=0.26%, M=6.0
-L- STA. 128+00 RT, L=94 B=8', D=2.5'
DETAIL W
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Ground
Natural
( Not to Scale)
10'
4:1 4
:1
Distance Varies Depending Upon Specified Elevation
D
DETAIL Q
10' WIDE BERM
lowest control point
from Top of Berm to
D=Varies; Distance
or Proposed Ditch
in Natural Ground
Lowest Point
-LSBREV- 97+00 TO 98+50 RT (TOP WIDTH VARIES), TOP ELEV=111.0'
-L- STA. 154+50 LT; TOP ELEVATION=132.0'
-L- STA. 138+00 LT; TOP ELEVATION=128.5'
-L- STA. 126+25 LT; TOP ELEVATION=121.5'
Submitted 2/1/2022
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SHEET 3 OF 163
PERMIT DRAWING
REVISED 1/26/20223:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
-Y5FLY- STA. 80+14.68 TO STA. 82+33.14
DETAIL AA
Max. d=1 Ft.
Min. D=1 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
ENGINEER
PROJECT REFERENCE NO.SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\I-5986A_HYD_Ditch Detail_Sec1.dgnaburkeI-5986A
( Not to Scale)Flatter
4:
1
or Flatter4:1 or
DETAIL NOT USED IN SECTION 1
B B= VARIES
DETAIL AB
MEDIAN BASE DITCH
Point
Shoulder
Point
Shoulder
3:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
DETAIL NOT USED IN SECTION 1
DETAIL AC
B= 6 Ft.
Min. D= 2 Ft.
Ground
Natural
Slope
Ditch
Front
3:1D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
DETAIL NOT USED IN SECTION 1
DETAIL AD
B= 6 Ft.
Min. D= 2 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
DETAIL NOT USED IN SECTION 1
DETAIL AE
b= 5 Ft.
B= 6 Ft.
Min. D= 2 Ft.
Ground
Natural
Slope
Fill
2:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
DETAIL NOT USED IN SECTION 1
DETAIL AH
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile 6:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter6:1 or
DETAIL NOT USED IN SECTION 1
DETAIL Z
B= 6 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Ditch
Front
2D-2
( Not to Scale)
LATERAL BASE DITCH
3:1D
B
b
d
3:1 1"/Ft.
DETAIL NOT USED IN SECTION 1
DETAIL AG
b= 5.0 Ft.
B= 12.0 Ft.
Max. d= 2.5 Ft.
Min. D= 2.5 Ft.
*When B is < 6.0'
Type of Liner= CL I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
d 3:1B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-Y5FLY- STA. 62+54 TO STA. 63+50 RT
-Y5- STA. 64+50 TO STA. 65+00 RT
Slope
Fill
DETAIL AF
B= 4 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
B
3:14:1D
( Not to Scale)
STANDARD BASE DITCH
DETAIL NOT USED IN SECTION 1
DETAIL AJ
B= 2 Ft.
Min. D= 1.5Ft.
Ground
Natural
Ground
Natural
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
DETAIL NOT USED IN SECTION 1
DETAIL AK
B= 2 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Ground
Natural
Flatter3:1 or
D
Flatt
er3:1 or
( Not to Scale)
SPECIAL CUT DITCH
DETAIL NOT USED IN SECTION 1
DETAIL AL
Min. D=2.5 Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
TOE PROTECTION
d
DETAIL NOT USED IN SECTION 1
Fill Slope3:1 or Flatter
Fill Sl
ope3:1 or Flatter
DETAIL AM
d= SEE BELOW
Type of Liner= B Rip-Rap
Geotextile
1.0'
( Not to Scale)
ROCK FILL IN POND
DETAIL AN
Proposed
Existing
-L- STA 252+34.5
CULVERT INLET AND OUTLET DETAILS
-Y5- STA 45+24
CULVERT INLET DETAIL
3:1
2:1Geotextile
Earth Fill to CA
Controlled Access (CA)
Right of Way or
Rock Plating
Cl B Riprap
1.5' Thick
See Below
N.W.S. Elev.=
-L- STA. 171+65 LT, EL=128.0
-L- STA. 167+96 LT, EL=126.0
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Engineers | Construction Managers | Planners | Scientists
HYDRAULICS DESIGN
3:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
-LSBREV- STA. 128+50 TO STA. 129+50 LT
DETAIL Y
Max. d= 2 Ft.
Min. D= 2 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
OR FLATTER3:1 OR FLATTER3:1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
BEG. ELEV=119.34 END ELEV=115.4, S=1.2% M=3.0
-Y1SB- STA. 18+56 TO 21+90 RT, L=334' B=4', D=2.5'
BEG. ELEV=115.95 END ELEV=115.80, S=0.28%, M=5.5
-L- STA. 121+12 RT, L=54', B=3', D=3.0'
DETAIL AI
B= SEE BELOW
Max. d= D
Min. D= SEE BELOW
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Geotextile
INLET CHANNEL IMPROVEMENTS
EXCAVATION
3:1 3:1PERMIT CONDITIONS.
MAY BE SUBJECT TO
ENGINEER AND
APPROVAL BY THE
MATERIAL IS SUBJECT TO
PASSAGE. NATIVE
SURFACE FOR ANIMAL
PROVIDE A FLAT
FILL VOIDS AND
PLACED ON TOP TO
SHOULD BE
NATIVE MATERIAL
FLOW CULVERT BARREL,
TO LINE THE HIGH
RAP IS USED
CULVERT BARREL. IF RIP
THE HIGH FLOW
NATIVE MATERIAL IN
SUPPLEMENT THE
MAY BE USED TO
CULVERT BARREL. RIP RAP
THE LOW FLOW
USED TO LINE
STREAM BED MAY BE
EXCAVATED FROM THE
MATERIAL THAT IS
CONSTRUCTION. ONLY
DURING CULVERT
AT THE PROJECT SITE
BED OR FLOODPLAIN
FROM THE STREAM
THAT IS EXCAVATED
CONSISTS OF MATERIAL
NATIVE MATERIAL
OUTLET.
CULVERT AT INLET AND
PLACE SILLS 1.0' INSIDE
BURIED 1'
BENCH
1' FLOODPLAIN
TIE-IN LOCATION.
TO NATURAL WIDTH AT
STRUCTURE FACE. VARIES
17' CHANNEL WIDTH AT
3:1GROUND
NATURAL
2' SILL
(NORTH)
BARREL
HIGH-FLOW
1' SILL
(SOUTH)
BARREL
LOW-FLOW
LENGTH = 110', SLOPE = 0.3%
LOOKING DOWNSTREAM
NTS
(CULVERT WALL)
1' OFFSET
(CULVERT WALL)
1' OFFSET
2' THICK
CLASS I RIPRAP
KEY-IN
OUTLET CHANNEL IMPROVEMENTS
3:1 3:1EXCAVATION
SEE DETAIL
IMPROVEMENTS,
INLET CHANNEL
110 LF OF
PERMIT CONDITIONS.
MAY BE SUBJECT TO
ENGINEER AND
APPROVAL BY THE
MATERIAL IS SUBJECT TO
PASSAGE. NATIVE
SURFACE FOR ANIMAL
PROVIDE A FLAT
FILL VOIDS AND
PLACED ON TOP TO
SHOULD BE
NATIVE MATERIAL
FLOW CULVERT BARREL,
TO LINE THE HIGH
RAP IS USED
CULVERT BARREL. IF RIP
THE HIGH FLOW
NATIVE MATERIAL IN
SUPPLEMENT THE
MAY BE USED TO
CULVERT BARREL. RIP RAP
THE LOW FLOW
USED TO LINE
STREAM BED MAY BE
EXCAVATED FROM THE
MATERIAL THAT IS
CONSTRUCTION. ONLY
DURING CULVERT
AT THE PROJECT SITE
BED OR FLOODPLAIN
FROM THE STREAM
THAT IS EXCAVATED
CONSISTS OF MATERIAL
NATIVE MATERIAL
OUTLET.
CULVERT AT INLET AND
PLACE SILLS 1.0' INSIDE
BURIED 1'
BENCH
1' FLOODPLAIN
TOP OF SILL
STREAMBED ELEV. /
TIE-IN LOCATION.
TO NATURAL WIDTH AT
STRUCTURE FACE. VARIES
17' CHANNEL WIDTH AT
3:1GROUND
NATURAL
1' SILL
(SOUTH)
BARREL
LOW-FLOW
2' SILL
(NORTH)
BARREL
HIGH-FLOW
TOTAL GEOTEXTILE FAB. = 1,014 SY
TOTAL CL 1 RIP RAP = 745 TONS
TOTAL CHANNEL EXCAVATION = 1,402 CY
PERMANENT CHANNEL EXCAVATION
LENGTH = 138', SLOPE = 0.4%
LOOKING DOWNSTREAM
LENGTH = 110', SLOPE = 0.3%
LOOKING DOWNSTREAM
NTS
NTS
(CULVERT WALL)
1' OFFSET
2' THICK
CLASS I RIPRAP
KEY-IN
INLET CHANNEL IMPROVEMENTS
3:1
3:1NTS
(CULVERT WALL)
1' OFFSET
TIE-IN LOCATION.
TO NATURAL WIDTH AT
STRUCTURE FACE. VARIES
17' CHANNEL WIDTH AT
LENGTH = 50', SLOPE = 2.20%
LOOKING DOWNSTREAM
EXCAVATION
GROUND
NATURAL
GROUND
NATURAL
EXCAVATION
2' THICK
CLASS I RIPRAP
KEY-IN
TOTAL GEOTEXTILE FAB. = 0 SY
TOTAL CL 1 RIP RAP = 185 TONS
TOTAL CHANNEL EXCAVATION = 160 CY
PERMANENT CHANNEL EXCAVATION
Submitted 2/1/2022
LETTER BEFORE YOU ADD A NEW ONE!!MAKE SURE YOU ARE USING A NEW DETAILTURN ON OTHER DITCH DETAIL SECTIONS AND LETTER BEFORE YOU ADD A NEW ONE!!MAKE SURE YOU ARE USING A NEW DETAILTURN ON OTHER DITCH DETAIL SECTIONS AND
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ENGINEER
PROJECT REFERENCE NO.SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\I-5986A_HYD_Ditch Detail_Sec1_ReeseCreek.dgnaburkeI-5986A 2D-1 - Reese
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
HYDRAULICS DESIGN
ENGLISH SHEET 3A OF 163
PERMIT DRAWING
REVISED 1/26/2022
THIS SHEET INTENTIONALLY LEFT BLANK
ENGINEER
PROJECT REFERENCE NO.SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\I-5986A_HYD_Ditch Detail_Sec1_ReeseCreek.dgnaburkeI-5986A 2D-1 - Reese
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
HYDRAULICS DESIGN
ENGLISH SHEET 3A OF 163
PERMIT DRAWING
REVISED 1/26/2022
THIS SHEET INTENTIONALLY LEFT BLANK
Submitted 2/1/2022
EXISTING R/W
EXISTING R/W
CONC
CONC
EXISTING R/W
R/W WIDTH VARIES24
" C&G 24" C&GI-95 NBL 38' BST
I-95 SBL VAR BST
BST
3' BST
VAR BST
10' BST
3' BST
SR 1833 SANDEROSA RD 27' BST
CITY OF EASTOVER
60.00'E
XISTIN
G R/WE
XISTIN
G R/W-BL- 96 -BL- 97
R/W MON
EXISTING R/W
1
1
2
1
2
5.5
4
9
P
PBILLBOARD 18" RCP15" RCPDI
DI
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DC
DC
55+00
55+00
60+00
60+00
15+00
RETAIN EXISTING C/A FENCE
PROP. NOISE WALL NW1B
PROP. NOISE WALL NW1B
C/A FENCE
RETAIN EXISTING
65+00 65+00
65+0065+00
;;
;
;
MILEMARKER 54.1
-LNB- STATION 55+62 RT
NON-IMPACTED BILLBOARD
C
C
C
C
C
F F C F
C
C
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_psh08.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 2011
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
NCDOT TO PROVIDE WETLANDS AND STREAMS
8
SEE SHEET 9-LSBREV- STA. 65+00.00MATCHLINESEE SHEET 9-LNBREV- STA. 65+00.00MATCHLINESEE SHEET 7-LNBREV- STA. 53+00.00MATCHLINESEE SHEET 7-LSBREV- STA. 53+00.00MATCHLINEFOR -YRPCREV- PROFILE SEE SHT. 145B
FOR -YRPBREV- PROFILE SEE SHT. 145A
FOR -LSBREV- PROFILE SEE SHT. 86
FOR -LNBREV- PROFILE SEE SHT. 86
TSTSS
SEE INSET A
SITE 1
TSTSS
SEE INSET A
INSET A
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SHEET 8 OF 163
PERMIT DRAWING
REVISED 1/26/2022
W/ FLOWABLE FILLPLUG & FILL0803
0802
2GID-WSS
W/ FLOWABLE FILLPLUG & FILLREMOVE DI 08012GIB-WSS 24" RCP-IVFS
REMOVE DIW/ FLOWABLE FILLPLUG & FILLON BANKS ONLY
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL G
MEDIAN V DITCH
18" RCP-IV SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL O
11' BASE DITCH
SPECIAL LATERAL
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
0803
24" RCP-IVON BANKS ONLY
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAPSubmitted 2/1/2022
EXISTING R/W
EXISTING R/W
CONC
CONC
EXISTING R/W
R/W WIDTH VARIES24
" C&G 24" C&GI-95 NBL 38' BST
I-95 SBL VAR BST
BST
3' BST
VAR BST
10' BST
3' BST
SR 1833 SANDEROSA RD 27' BST
CITY OF EASTOVER
60.00'E
XISTIN
G R/WE
XISTIN
G R/W-BL- 96 -BL- 97
R/W MON
EXISTING R/W
1
1
2
1
2
5.5
4
9
P
P
1
0
0
1
2
4
.
0
7
1
1
2
1
2
5
.
5
5
1
1
3
1
2
8
.
2
3
1
1
4
1
2
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6
4
1
1
5
1
2
4
.
1
5
1
1
6
1
2
1
1
2
2
.
6
7
1
2
2
1
2
3
.
7
1
1
2
4.2
1BILLBOARD18" RCP15" RCPDI
DI
110110
110
110
11011011011011011012
0
120
120
120
120
120
120120
120120120120120120120120120
12012013
0
108.0
108.0112.0
112.0
112.0
112.0112.0112.01
1
2.0
114.01
14.0114.0
114.0114.0114.0114.0114.0114.0114.0
114.0116.0
116.0116.0116.0116.0
116.0116.0116.0116.0
116.0
116.0
116.0116.0116.0
1
1
6
.0
116.0
1
1
6.
0
118.0
118.0
118.0
118.0
118.0
118.0118.0
118.0118.0
118.0118.0122.0122.0
122.0
122.0
122.0122.0122.0122.0
122.0122.0122.0122.0122.0122.0 122.0122.0122.0122.01
2
2.0122.0122.0122.0122.01
2
2
.
0
124.01
24.0124.0124.0124.0124.0124.0
124.0 124.0124.0124.01
2
4.
0124.0124.0124.0124.0
124.0124.0124.0
124.012
4.0
1
2
4.0124.0124.0 124.0124.0124.01
2
4.0126.0126.0126.0126.0 126.0126.0126.01
2
6.0
1
2
6
.
0126.01
2
6.
0
1
2
6
.0
1
2
6.0126.0128.0128.0128.0128.0
128.0128.0128.0128.0128.0
1
2
8.0
128
.0
1
2
8
.
0
1
2
8
.0
1
2
8.
0
1
2
8.0
128.01
2
8.
0
128.01
2
8.
0
1
2
8.0
1
2
8
.
0
128.01
2
8.
0
1
2
8
.
0
1
2
8.
0 128.01
2
8
.
0
128.0112.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DC
DC
55+00
55+00
60+00
60+00
15+00
RETAIN EXISTING C/A FENCE
PROP. NOISE WALL NW1B
PROP. NOISE WALL NW1B
C/A FENCE
RETAIN EXISTING
65+00 65+00
65+0065+00
;;
;
;
MILEMARKER 54.1
-LNB- STATION 55+62 RT
NON-IMPACTED BILLBOARD
C
C
C
C
C
F F C F
C
C
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_psh08_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 2011
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
NCDOT TO PROVIDE WETLANDS AND STREAMS
8
SEE SHEET 9-LSBREV- STA. 65+00.00MATCHLINESEE SHEET 9-LNBREV- STA. 65+00.00MATCHLINESEE SHEET 7-LNBREV- STA. 53+00.00MATCHLINESEE SHEET 7-LSBREV- STA. 53+00.00MATCHLINEFOR -YRPCREV- PROFILE SEE SHT. 145B
FOR -YRPBREV- PROFILE SEE SHT. 145A
FOR -LSBREV- PROFILE SEE SHT. 86
FOR -LNBREV- PROFILE SEE SHT. 86
TSTSS
SEE INSET A
SITE 1
TSTSS
INSET A
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SHEET 9 OF 163
PERMIT DRAWING
SEE INSET A
REVISED 1/26/2022
W/ FLOWABLE FILLPLUG & FILL0803
0802
2GID-WSS
W/ FLOWABLE FILLPLUG & FILLREMOVE DI 08012GIB-WSS 24" RCP-IVFS
REMOVE DIW/ FLOWABLE FILLPLUG & FILLON BANKS ONLY
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL G
MEDIAN V DITCH
18" RCP-IV SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL O
11' BASE DITCH
SPECIAL LATERAL
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
0803
24" RCP-IVON BANKS ONLY
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAPSubmitted 2/1/2022
EXISTING R/W
EXISTING R/W
S 59°34'03" W1162.80'
ECM
ECM
ECM
ECM
ECM
ECM
EXISTING R/W
EXISTING R/W
CONC
CONC
CON
C
CONC
CONC
CONC
CONC ISL ISLCONCCONCCONCI-95 NBL VAR BST I-95 NBL 38' BST
I-95 NBL 38' BST
I-95 NBL VAR BST
ON RAMP TO I-95 VAR BST
I-95 SBL VAR BST
I-95 SBL 38' BST
I-95 SBL VAR BST
ISL
CO
N
C CURB6" CONC CURB6" CONC ON RAMP TO I-95 VAR BST
BS
T3' BST
4' BST
3' BST
4' BST
10' BST
4' BST
VAR BST4' BSTVAR BST
5' BST
4' BST
10' BST
10' BST
4' BST VA
R BST4' BSTVAR BST
4' BST
4' BST
4' BST
4' BST
VAR BST
S
R 183
3
S
ANDE
ROS
A RD 24' BS
T
SR 1833 SANDEROSA RD VAR BST EXI
T RAM
P TO SR 1832 M
U
RPH
Y RD VA
R BSTSR 1832 MURPHY RD 49' BSTSR 1832 MURPHY RD VAR BSTEXI
T RAM
P TO SR 1832 MURPHY RD VAR BSTCI
TY OF EASTOVERWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
WOODS
MTLTO NC HWY 301TO BAYWOOD RD (SR 1831)S
8
8
°2
0'2
2
" WEXIS
TI
NG R/WI-95 SBL 38' BST
4' BST
10' BST
DB 2836 PG 0687
SWANN, MARY J.
PB 131 PG 172
DB 2493 PG 59
& HEIRS
AUTRY, MARGARET MURPHY
ECM
ECM
DB 188 PG 226
AUTRY, MARGARET M. HEIRS
EIP
0.6
8
E
CM-R/WW/R GNITSIXE W/R GNITSIXEW/R
G
N
IT
SIX
E
W/R GNITSIXE
W/R GNITSIXEW/R GNITSIXE
W/R GNITSIXEWOODS
WOODS
WOODS
WOODS
WOODS
WOODS/WETLANDS
18" RCP18" RCPDI18" RCP15" RCP15" RCP
18" RCP 30" RCP30" RCP30" RCP36" RCP
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
18" RCP
15" RCP
10' BST
CONC DECKCONC DECKCONC WWCONC WWCONC WWCONC WWCONC
WW
CONC WW
CONC WW
CONC WW
LOCATION
APPROX.
LOCATION
APPROX.SEAT=129.05'SEAT=128.87'SEAT=130.02'SEAT=130.29'117.59S63°33'11"E57.84
S33°5'0"W 219.97S56°55'1"E371.97N45°51'31"W420.07N45°23'29"E768.50S63°13'5"E371.18
S26°26'51"W
131.17
S33°5'1"W 326.08S61°47'48"E100.01N67°41'58"W105.03
S29°16'55"W
49.38'S79°25'12"E77.56'
S10°41'55"W
2
1
6
.
8
5'N8
7
°
1
8'
1
6
"W7
3
.
4
9'N8
7
°
1
8'
1
6
"WDI 18" RCP
(FROM AS-BUILTS)
LOCATION
APPROX.
(FROM AS-BUILTS)LOCATIONAPPROX.
DI
DI
15" RCP
18" CMP
CONC WW
CONC WW
CONC
WW
CONC
W
W
36" RCP
UT TO REESE CREEKResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WB
WA
SV-1
WCC
WCB
WCA
SV-3
SV-2
WCC
WB
WA
SV-1
WCC
WCB
WCA
SV-3
SV-2
WCC
25+00
15+00
20+00
70+00
20+00
70+00
75+00
25+00
75+00
80+00
30+00
80+00
85+00
35+00
85+00
40+00
20+00
15+0020+0015+00
RET
A
IN
EX
IST
ING C
/A FENCE
RETAIN EXISTING C/A FENCE
END CONSTRUCTION
END OVERLAYRETAIN EXI
STI
NG C/A FENCERETAIN EXISTING C/A FENCE
PROP. NOISE WALL NW1B
15+00
20+0025+00CAT-1GREU TL-3
G
R
EU TL-330+0035+0040+00-YREV- POC Sta. 39+00.00
-YREV- POC Sta. 28+00.00
END PROPOSED GRADE
BEGIN OVERLAY
65+0065+00
65+0065+00
MURPHY RDB-77B-77CAT-1B-77B-77CAT-1B
C D
A
B-77
B-77
B-77
B-77
ATTENUATOR
ATTENUATOR
ATTENUATORCAT-1GREU TL-390+00
PROP. SBG
PROP. SBGPROP. SBGPROP. SBGPROP. SBG
PROP. SBGAT-1
AT-1
CAT-1
R
E
T
AI
N
E
XIS
TI
N
G
C/
A
F
E
N
C
EC/A FENCE RETAIN EXISTING ;
;
;
;
;
;
;
;
C
C
C
C
C
C
C
C
C
F
F
F
C
F
C
F
F
F
C
FFFC
FFFFFF
CCF
C
C
F
C
C
FF
CC
C
NAD 83/ NA 2011
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_psh09.dgnaburkeHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PLANS
GRAPHIC SCALE
REVISIONS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists SEE SHEET 10-LSBREV- STA. 89+75.00MATCHLINESEE SHEET 10-LNBREV- STA. 90+00.00MATCHLINESEE SHEET 8-LSBREV- STA. 65+00.00MATCHLINESEE SHEET 8-LNBREV- STA. 65+00.00MATCHLINEMATCHL
INE
-YREV
- STA
. 26+00
.00
SEE
SHEET
63A
SITE 2
SITE 2
SITE 3
SITE 57
F
F
RETAIN EXISTING C/A FENCE
RETAI
N EXI
STI
NG C/A FENCESEE INSET B
SITE 2
SITE 2
SITE 3
SITE 57
F
F
R
ET
A
IN

E
X
IS
T
ING

C
/A

F
E
N
C
E
SEE SHEET 10-LSBREV- STA. 89+75.00MATCHLINETS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
0
SCALE
100 50 100 200
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
T T FILL IN WETLAND
DENOTES TEMPORARY
INSET B
INSET A
SEE INSET A
SEE INSET B
025 100
SCALE FOR INSET
5050
SEE INSET C
INSET C
INSET D
SEE INSET D
SHEET 10 OF 163
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
TO SHOW IMPACT
RIPRAP HATCHING REMOVED
TO SHOW IMPACT
RIPRAP HATCHING REMOVED
REVISED 1/26/2022
P
P
2GIB-WSS
& 12' OF 15" RCP
REMOVE DI
15" RCP-III RETAIN2GIB-WSS
15" RCP-III TRENCHLESS INSTALLATION 66" WELDED STEEL 4OTCBTRENCHLESS INSTALLATION 66" WELDED STEEL 4OTCB
SP. DET. HW
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCHRETAINREMOVE DI
P P
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
RET
AIN
4OTCB
TO JB W/MH
CONV 2GI
TO JB W/MH
CONV 2GI
24" RCP-III
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
2GIB-WSS 2GIB-WSS
& 11' OF 15" RCP
REMOVE DI
P
P
4OTCB
2GIA-WSS
SP. DET.
REMOVE DI
RETAINSEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL G
MEDIAN V DITCH
W/7 SY GEOFAB
2 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
RETA
IN66" RCP-IIIP
P
W/ FLOWABLE FILL
PLUG & FILL
2GIB-WSS
SP. DET.
2GIB-WSF
SP. DET.RETAIN2GIB-WSF
SP. DET.
15" RCP-III
15" RCP-III
JB w/MHSEE DETAIL HW/ CL B RIPRAPTOE PROTECTION2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
15" RCP-III
2GIB-WSF
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RETAINRETAINREMOVE
REMOVE
2GIB-WSS
15" RCP-III 15" RCP-III
REMOVE
2GIA-WSS
FS
REMOVE DI
REMOVE DI
JB w/Slab Lid
FS
GTD
JB w/Slab Lid
FS
RIP RAP
CLASS I
RIP RAP
CLASS I
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
DI
REMOVE
P
P
W/ FLOWABLE FILLPLUG & FILL15" RCP-III
18" RCP-III
18" RCP-III
2GIA-WSS
SP. DET.
RCP-III
36"
P
P
W/ FLOWABLE FILLPLUG & FILLP
P
W/ FLOWABLE FILLPLUG & FILL42" RCP-III
42" RCP-III36" WELDED STEEL TRENCHLESS INSTALLATION W/39 SY GEOFAB
20 TON CL I RIPRAP
2GIA-WSS
SP. DET.
HW
SP. DET. W/ FLOWABLE FILLPLUG & FILLREMOVE DI
SEE DETAIL B
SPECIAL CUT DITCH
24" RCP-III24" RCP-III
2GIA-WSS
FS
SP. DET. HW
0904
RIP RAP
CLASS I TRENCHLESS INSTALLATION 66" WELDED STEEL 2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
P
42" RCP-III
2GIB-WSF
SP. DET.RETAINSubmitted 2/1/2022
EXISTING R/W
EXISTING R/W
S 59°34'03" W1162.80'
ECM
ECM
ECM
ECM
ECM
ECM
EXISTING R/W
EXISTING R/W
CONC
CONC
CON
C
CONC
CONC
CONC
CONC ISL ISLCONCCONCCONCI-95 NBL VAR BST I-95 NBL 38' BST
I-95 NBL 38' BST
I-95 NBL VAR BST
ON RAMP TO I-95 VAR BST
I-95 SBL VAR BST
I-95 SBL 38' BST
I-95 SBL VAR BST
ISL
CO
N
C CURB6" CONC CURB6" CONC ON RAMP TO I-95 VAR BST
BS
T3' BST
4' BST
3' BST
4' BST
10' BST
4' BST
VAR BST4' BSTVAR BST
5' BST
4' BST
10' BST
10' BST
4' BST VA
R BST4' BSTVAR BST
4' BST
4' BST
4' BST
4' BST
VAR BST
S
R 183
3
S
ANDE
ROS
A RD 24' BS
T
SR 1833 SANDEROSA RD VAR BST EXI
T RAM
P TO SR 1832 M
U
RPH
Y RD VA
R BSTSR 1832 MURPHY RD 49' BSTSR 1832 MURPHY RD VAR BSTEXI
T RAM
P TO SR 1832 MURPHY RD VAR BSTCI
TY OF EASTOVERWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
WOODS
MTLTO NC HWY 301TO BAYWOOD RD (SR 1831)S
8
8
°2
0'2
2
" WEXIS
TI
NG R/WI-95 SBL 38' BST
4' BST
10' BST
SWANN, MARY J.
DB 2836 PG 0687
AUTRY, MARGARET MURPHY
& HEIRS
DB 2493 PG 59
PB 131 PG 172
ECM
ECM
AUTRY, MARGARET M. HEIRS
DB 188 PG 226
EIP
0.6
8
E
CM-R/WEXISTING R/W EXISTING R/WE
XIS
TI
N
G
R/WEX
IST
ING R/W
EXISTING R/WEXISTING R/W
EXISTING R/WWOODS
WOODS
WOODS
WOODS
WOODS
WOODS/WETLANDS
18" RCP18" RCPDI18" RCP15" RCP15" RCP
18" RCP 30" RCP30" RCP30" RCP36" RCP
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
18" RCP
15" RCP
10' BST
CONC DECKCONC DECKCONC WWCONC WWCONC WWCONC WWCONC
WW
CONC WW
CONC WW
CONC WW
LOCATION
APPROX.
LOCATION
APPROX.SEAT=129.05'SEAT=128.87'SEAT=130.02'SEAT=130.29'117.59S63°33'11"E57.84
S33°5'0"W 219.97S56°55'1"E371.97N45°51'31"W420.07N45°23'29"E768.50S63°13'5"E371.18
S26°26'51"W
131.17
S33°5'1"W 326.08S61°47'48"E100.01N67°41'58"W105.03
S29°16'55"W
49.38'S79°25'12"E77.56'
S10°41'55"W
2
1
6
.
8
5'N8
7
°
1
8'
1
6
"W7
3
.
4
9'N8
7
°
1
8'
1
6
"WDI 18" RCP
(FROM AS-BUILTS)
LOCATION
APPROX.
(FROM AS-BUILTS)LOCATIONAPPROX.
DI
DI
15" RCP
18" CMP
CONC WW
CONC WW
CONC
WW
CONC
W
W
36" RCP
110110100100
100100
100100100100100100100110
110
110
110110
110
110
110
110110110110110
110110 110110110110110110 110110
110110110110110110110110110
110
110110110110110110110110110
110110110110 110110110
110
1
1
0110110110110110110110110110110110
110
110
110 110110110
1
1
0
110110110
110110 110110
110110110110
110110110120
12012012012012
0
12
0120
120120120120120120120120120120120120120120
120
1
2
0
120120120120
120
12
0120 120120120
12
0
120
120 120120 120120120120120120120120120120130130130130130
130
1
3
0130130130 130130102.01
0
4
.
0
104.0108.01
1
2.0116.0118.0102.0102.0102.0102.0102.0102.0102.0102.0102.0
102.0102.0
102.0102.0102.0102.010
2.0
102.0102.0102.0102.0
102.0
1
0
2.0
102.010
2.0
102.0102.010
2.0
10
2.0
1
0
2.0102.0102.0102.0102.0102.0102.0102.010
2.0
10
2.0
102.0102.0102.01
0
2.0
1
0
2.0
104.0104.0104.0104.0104.01
0
4.0
104.010
4.0
104.0104.01
0
4.0
104.010
4.0
1
0
4
.0104.01
0
4.
0
104.01
04.
0
10
4.0
10
4.0
104.010
4.0
106.0106.0106.0106.0106.0 106.0106.0106.0106.0106.0106.0106.0106.0106.010
6.0
106.0106.0106.0106.0106.010
6.0
108.0
108.0108.0108.0108.0108.0 108.0108.0108.0108.0108.0108.01
0
8.0108.0108.0
108.0
108.0108.0108.0108.010
8.0
10
8.0 108.010
8.0 108.010
8.0108.0112.0
112.0112.0112.0
112.0112.0
112.0112.0
112.0
112.0
112.0112.0112.0
112.0112.0112.0112.0112.0112.0112.0112.0112.0112.0112.0112.011
2.0 112.0112.0
112.0112.0
11
2.0112.0112.0112.0112.0112.0112.0112.0112.0112.0112.011
2.0
112.0112.0
112.0112.0112.01
1
2.0
112.0
112.01
12.0 112.0112.01
1
2.0
114.0
114.0114.0114.0
114
.0
114.0114.0114.0
114.0114.0114.0114.0114.0114.0114.011
4.0
114.0 114.0114.0114.0114.011
4.0114.0114.01
1
4.0
114.0
114.0114.0114.0114.0114.0114.0 114.011
4.0 114.0114.0114.0 114.0
1
1
4
.0
116.0116.0116.0116.0116.0116.0116.0116.0116.0116.0
116.0116.0116.0
1
1
6
.0 116.0116.0116.0116.0116.0118.0118.0118.0118.011
8.0118.0118.0118.0
118.0118.0118.0118.0118.0118.0118.0118.011
8.0
118.0
118.0122.0122.0122.0122.0122.012
2.0
122.0122.0122.0 122.0122.0
122.0
122.0
122.0122.0122.0122.0122.0124.0124.0124.0124.0124.0124.0124.0
124.0
124.0124.0124.0124.0124.01
24.
0124.0124.0124.012
4.0124.0126.0
126.0126.0126.0126.0126.0
126.0126.0 126.0126.0126.0126.0126.01
2
6.0
12
6.0128.0128.0128.0128.0
128.0 128.0128.0128.0128.0 128.0128.0
12
8.0132.0132.01
32
.
0 134.0134.0134.0136.0UT TO REESE CREEKResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WB
WA
SV-1
WCC
WCB
WCA
SV-3
SV-2
WCC
WB
WA
SV-1
WCC
WCB
WCA
SV-3
SV-2
WCC
25+00
15+00
20+00
70+00
20+00
70+00
75+00
25+00
75+00
80+00
30+00
80+00
85+00
35+00
85+00
40+00
20+00
15+0020+0015+00
RET
A
IN
EX
IST
ING C
/A FENCE
RETAIN EXISTING C/A FENCE
END CONSTRUCTION
END OVERLAYRETAIN EXI
STI
NG C/A FENCERETAIN EXISTING C/A FENCE
PROP. NOISE WALL NW1B
15+00
20+0025+00CAT-1GREU TL-3
G
R
EU TL-330+0035+0040+00-YREV- POC Sta. 39+00.00
-YREV- POC Sta. 28+00.00
END PROPOSED GRADE
BEGIN OVERLAY
65+0065+00
65+0065+00
MURPHY RDB-77B-77CAT-1B-77B-77CAT-1B
C D
A
B-77
B-77
B-77
B-77
ATTENUATOR
ATTENUATOR
ATTENUATORCAT-1GREU TL-390+00
PROP. SBG
PROP. SBGPROP. SBGPROP. SBGPROP. SBG
PROP. SBGAT-1
AT-1
CAT-1
R
E
T
AI
N
E
XIS
TI
N
G
C/
A
F
E
N
C
EC/A FENCE RETAIN EXISTING ;
;
;
;
;
;
;
;
C
C
C
C
C
C
C
C
C
F
F
F
C
F
C
F
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F
C
FFFC
FFFFFF
CCF
C
C
F
C
C
FF
CC
C
NAD 83/ NA 2011
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_psh09_con.dgnaburkeHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PLANS
GRAPHIC SCALE
REVISIONS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists SEE SHEET 10-LSBREV- STA. 89+75.00MATCHLINESEE SHEET 10-LNBREV- STA. 90+00.00MATCHLINESEE SHEET 8-LSBREV- STA. 65+00.00MATCHLINESEE SHEET 8-LNBREV- STA. 65+00.00MATCHLINEMATCHL
INE
-YREV
- STA
. 26+00
.00
SEE
SHEET
63A
SITE 2
SITE 2
SITE 3
SITE 57
F
F
RETAIN EXISTING C/A FENCE
RETAI
N EXI
STI
NG C/A FENCESEE INSET BSEE INSET B
SITE 2
SITE 2
SITE 3
SITE 57
F
F
R
ET
A
IN

E
X
IS
T
ING

C
/A

F
E
N
C
E
SEE SHEET 10-LSBREV- STA. 89+75.00MATCHLINETS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
0
SCALE
100 50 100 200
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
T T FILL IN WETLAND
DENOTES TEMPORARY
INSET B
INSET A
SEE INSET A
SEE INSET B
025 100
SCALE FOR INSET
5050
SEE INSET C
INSET C
INSET D
SEE INSET D
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
TO SHOW IMPACT
RIPRAP HATCHING REMOVED
TO SHOW IMPACT
RIPRAP HATCHING REMOVED
ENGLISH
0
SCALE
100 50 100 200
INSET B
INSET A
SEE INSET A
SEE INSET B
025 100
SCALE FOR INSET
5050
SEE INSET C
INSET C
INSET D
SEE INSET D
SHEET 11 OF 163
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
T T FILL IN WETLAND
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
TO SHOW IMPACT
RIPRAP HATCHING REMOVED
TO SHOW IMPACT
RIPRAP HATCHING REMOVED
REVISED 1/26/2022
P
P
2GIB-WSS
& 12' OF 15" RCP
REMOVE DI
15" RCP-III RETAIN2GIB-WSS
15" RCP-III TRENCHLESS INSTALLATION 66" WELDED STEEL 4OTCBTRENCHLESS INSTALLATION 66" WELDED STEEL 4OTCB
SP. DET. HW
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCHRETAINREMOVE DI
P P
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
RET
AIN
4OTCB
TO JB W/MH
CONV 2GI
TO JB W/MH
CONV 2GI
24" RCP-III
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
2GIB-WSS 2GIB-WSS
& 11' OF 15" RCP
REMOVE DI
P
P
4OTCB
2GIA-WSS
SP. DET.
REMOVE DI
RETAINSEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL G
MEDIAN V DITCH
W/7 SY GEOFAB
2 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
RETA
IN66" RCP-IIIP
P
W/ FLOWABLE FILL
PLUG & FILL
2GIB-WSS
SP. DET.
2GIB-WSF
SP. DET.RETAIN2GIB-WSF
SP. DET.
15" RCP-III
15" RCP-III
JB w/MHSEE DETAIL HW/ CL B RIPRAPTOE PROTECTION2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
15" RCP-III
2GIB-WSF
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RETAINRETAINREMOVE
REMOVE
2GIB-WSS
15" RCP-III 15" RCP-III
REMOVE
2GIA-WSS
FS
REMOVE DI
REMOVE DI
JB w/Slab Lid
FS
GTD
JB w/Slab Lid
FS
RIP RAP
CLASS I
RIP RAP
CLASS I
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
DI
REMOVE
P
P
W/ FLOWABLE FILLPLUG & FILL15" RCP-III
18" RCP-III
18" RCP-III
2GIA-WSS
SP. DET.
RCP-III
36"
P
P
W/ FLOWABLE FILLPLUG & FILLP
P
W/ FLOWABLE FILLPLUG & FILL42" RCP-III
42" RCP-III36" WELDED STEEL TRENCHLESS INSTALLATION W/39 SY GEOFAB
20 TON CL I RIPRAP
2GIA-WSS
SP. DET.
HW
SP. DET. W/ FLOWABLE FILLPLUG & FILLREMOVE DI
SEE DETAIL B
SPECIAL CUT DITCH
24" RCP-III24" RCP-III
2GIA-WSS
FS
0904
RIP RAP
CLASS I TRENCHLESS INSTALLATION 66" WELDED STEEL 2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
P
42" RCP-III
2GIB-WSF
SP. DET.RETAINSubmitted 2/1/2022
RETAIN EXIST. 7' X 5' RCBC
Responsive People | Creative Solutions
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ENGLISH5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
I-5986A
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_wet_PFL_SITE02.dgnaburke(NORMAL)6:1 (N
OR
MAL)6:1 CL
GROUND
EXISTING
SHEET 12 OF 163
PERMIT DRAWING
(length=569')
(not buried)
TRENCHLESS INSTALLATION 66" WELDED STEEL AND 66" RCP-III
-LSBREV- STA. 71+98
SITE 2
SKEW=90
-LSBREV- STA. 71+98LC
SKEW=109
-YRPCREV STA. 20+42LC
SKEW=105
-YRPBREV- STA. 20+86 (N
O
R
MAL)3:1 (NOR MAL )4:1
SKEW=90
-LNBREV- STA. 71+98LC
104.57'
NWS =
(NORMAL)10.5:1 (
N
O
R
MAL)6:1
REVISED 1/26/2022
66" RCP III
ELEVATION = 106.50'
PROPOSED
66" WSP
66" WSP
PIPE SLOPE = 0.03%
PIPE SLOPE = 1.90%
ELEVATION = 102.0'
PROPOSED
ELEVATION = 102.52'
PROPOSED
ELEVATION = 103.17'
PROPOSED
PIPE SLOPE = 0.03%
STREAMBED
PROPOSED
STREAMBED
PROPOSED
Submitted 2/1/2022
Responsive People | Creative Solutions
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-95605/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
I-5986A
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_wet_PFL_SITE03.dgnaburkeSHEET 13 OF 163
PERMIT DRAWING
THIS SHEET INTENTIONALLY LEFT BLANK
REVISED 1/26/2022
Submitted 2/1/2022
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1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_Rdy_xpl_LSBREV_site02.dgnaburkePROJ. REFERENCE NO.SHEET NO.0
6/23/16120 120
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100 10070+50.00
120 120
140 140
100 10071+00.00
120 120
140 140
100 10071+50.00
120 120
140 140
100 10072+00.00
120 120
140 140
100 10072+50.00
120 120
140 140
100 10073+00.00
Reese X-21I-5986A
-LSBREV-
10 20
WETLAND
WETLAND
ENGLISH
SHEET 14 OF 163
PERMIT DRAWING
SITE 2
REVISED 1/26/2022
113.14
70+16.53
-LNBREV-
19+32.65
-YRPBREV-
18+87.02
-YRPCREV-
0.0256:1 6
:1
0.025 0.0206:1 6
:10.0360.038 6
:1
0.0610.061
6
:1
14:1
0.020
111.31
6.3:1
3:1110.65 112.61
113.01
70+66.53
-LNBREV-
19+84.25
-YRPBREV-
19+39.01
-YRPCREV-
0.0256:10.025 0.0206:1 6
:10.0170.018 6
:1
0.0590.059
6
:1
13:1 0.020
110.97
7:1
6:1
3:1110.36
112.73
112.89
71+16.53
-LNBREV-
20+35.97
-YRPBREV-
0.0256:10.025 0.0206:1 6
:16
:10.0140.01412:1 0.020
110.64
7:17:1
3:1110.07
112.80
112.85
71+66.53
-LNBREV-
0.0256:10.025 0.0206:1 6
:1
0.020
110.46
7:1 8.2:1
3:1109.91
112.80
112.72
72+16.53
-LNBREV-
0.0256:10.025 0.0206:1 6
:1
0.020
110.57
7:1 7:1
3:1110.03
112.73
112.72
72+66.53
-LNBREV-
6
:1
0.0256:1 6
:1
0.025 0.0206:1 6
:1
0.020 6:1
110.693:1110.15
112.59
Submitted 2/1/2022
00
00
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2020
4040
4040
6060
6060
8080
8080
100100
100100
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120120
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160160
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180180
200200
200200
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220220
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240240
260260
260260
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280280
300300
300300
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_wet_XPL_LSBREV_SITE03.dgnaburkePROJ. REFERENCE NO.SHEET NO.0
6/23/16100 100
120 120
140 140
80 80
85+50.00
100 100
120 120
140 140
160 160
80 80
86+00.00
100 100
120 120
140 140
160 160
80 80
86+50.00
100 100
120 120
140 140
160 160
80 80
87+00.00
100 100
120 120
140 140
160 160
80 80
87+50.00
Reese X-26I-5986A
-LSBREV-
10 20
WETLAND
ENGLISH
WETLAND
WETLAND
WETLAND
WETLAND
SHEET 14A OF 163
PERMIT DRAWING
SITE 3
REVISED 1/26/2022
110.35
85+16.53
-LNBREV-
15+90.10
-YRPDREV-
14+71.27
-YRPAREV-
0.025 0.020
6
:1
0.0256:1
6
:10.0705.76:1 0.027 6:1 0.0700.070
0.020
3:13:1
107.12
5
.5
:1
116.70
110.20
85+66.53
-LNBREV-
15+38.67
-YRPDREV-
14+20.49
-YRPAREV-
0.025 0.020
6
:1
0.0256:1
6
:10.0704.67:1 0.034 6:1 0.0710.071
0.020
4
.2
:1
116.98
109.92
86+16.53
-LNBREV- 14+87.55
-YRPDREV-
13+69.92
-YRPAREV-
0.025 0.020
6
:1
0.0256:1 6
:10.070
4.07:1 0.040 0.0710.0716:10.020
117.17
3:13:13:13:1109.95
86+66.53
-LNBREV-
14+36.69
-YRPDREV-
13+19.53
-YRPAREV-
0.025 0.020
6
:1
0.0256:10.070
3.66:1 0.071
3:10.044 0.044
0.020
117.29
3:1116.50109.85
87+16.53
-LNBREV- 13+86.06
-YRPDREV-
12+69.29
-YRPAREV-
0.025 0.020
6
:1
0.0256:10.070
3.39:1 0.0700.042 0.0440.020
117.33 116.923:1Submitted 2/1/2022
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6060
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100100
120120
120120
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160160
180180
180180
200200
200200
220220
220220
240240
240240
260260
260260
280280
280280
300300
300300
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_Rdy_xpl_LSBREV_site03B.dgnaburkePROJ. REFERENCE NO.SHEET NO.0
6/23/16100 100
120 120
140 140
80 80
90+50.00
100 100
120 120
140 140
80 80
91+00.00
100 100
120 120
140 140
80 80
91+50.00
100 100
120 120
140 140
80 80
92+00.00
100 100
120 120
140 140
80 80
92+50.00
120 120
140 140
100 10093+00.00
Reese X-28I-5986A
-LSBREV-
10 20
SHEET 15 OF 163
PERMIT DRAWING
ENGLISH
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
SITE 3
REVISED 1/26/2022
108.98
90+16.53
-LNBREV-
10+85.05
-YRPDREV-
0.025 0.025 0.020 0.025 0.0320.020 117.463:1108.82
90+66.53
-LNBREV-
10+35.05
-YRPDREV-
0.020 0.0250.025 0.025 0.0200.025 0.025 0.025 117.463:1108.89
91+16.53
-LNBREV-
0.025 0.025 0.020 0.020 0.020 0.0250.0250.020
108.86
91+66.53
-LNBREV-
0.025 0.025 0.020 0.020 0.020 0.020 0.0250.0250.025 0.025 0.020 0.020 0.020 0.020 0.025 0.025
108.70
92+16.53
-LNBREV-
0.025 0.025 0.020 0.020 0.020 0.020 0.025 0.025
108.61
92+66.53
-LNBREV-
0.021 0.021 0.020
3:1 0.025 0.0250.0250.0200.020
Submitted 2/1/2022
Reese Creek-1
Reese Creek-2 WOODSWOODSMT
L MTL
MT
L
MT
L
WO
ODS
WOO
DS
WOODS
WOODS
WOODS
WOODS
48"
W
W & 1SB
W
W
OOD
SWOOD
S
WOODS
WOODS
WOODS
WOODSWOODS
WOODS
WOODS
M
TLMTLMTL
MTL
2 S F D
S
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 SB
L VA
R B
ST
I-95 NBL VAR BST
I-95
OFF
R
A
MP
V
A
R
BST
US 301/I-95 NBL VAR BST4' BST
3.5' BST
3' BST
3' BST
4' BST2.5' B
ST
2.5' BST3' BST4' BST48" WW
& 1SB
W48
"' WW & 1 SBW
S
EIP
E
IPE
IP
EIP
EIP
EIP
EIP EIPR/W
MO
N
R/W M
ON
S 58°42'55" W431.72'N 18°41'03" W
198.47'N 47°04
'39" W
31.24
'N 24°04'53" E
99.85'N 47°04'39" W140.84'S 60°22'40" W136.57'N 64°01'28" W157.97'
N 12°35'17" WN 31°16'48" E
114.68'
N 46°34
'30" W38.51
'N 46°34'30" W156.06'N
8
3°4
9'5
4" W19
6.5
6'S 63
°28'
27
" W12
7.
44'N 35°42'33" W125.71'N 13°18'09" E
226.24'N 61°42'24
" E127.71'N 26°31'08" W208.71'N 26°31'08" W243.28'N 27°34'56" W205.41'S 83°22'23"
W
51.58'
TOTAL 184.10'
TO EIP 183.96'
123.15
128.0
7
12
4.3
5
12
7.6
6
12
8.91
130.15
123.69
12
3.61
123.61 123.96
123.76
123.7
3
12
3.87
123.4
5
123.21
123.2
9
123.38
123.68
127.85
127.8
8
123.64
12
2.93
12
2.6
0
122.4
4
126.41
EIP
124.7
3
EIP
12
6.03
12
8.52
134.47
-857.93
-8
5
6.16-860.48
-8
6
0.76
-857.9
5
-859.0
4
-857.81
12
8.13
4 REB
AR
12
8.9
8
128.3
8
13
0.63
13
0.9
3
13
0.7
9
130.6
6
128.9
1
SERVICE BOX POLE
R/W
MO
N
W/R GNITSIXE
W/R GNITSIXE
WOODS
WOODS
I-95 NBL VAR BST
EXISTING R/W 18" RCP24" RCP15" RCPCONC
CONC
CONC
CONC
DI
DI
DI
DI
CONC
DI
18" RCPCONC
DI
18" RCP 30" RCP
15" HDPEJ
B12" HDPE12" HDPE24" CMP
18
" RC
P
30" CMP 30" RCP15" HDPE24" C MP12" HDPE12" HDPE12" HDPE12" HDPECONC
CONC
15" CONC HW
15" CONC HW
CO
NC
DI
15" HDPECO
NC DECK
CO
NC DECK
123.55
123.6
6
124.5
7123.21
123.2
3
122.22
121.2
0
13
0.5
8
P
OSSIBLE J
UNCTIO
N
BO
X 24" HDPE24" HDPE
24" HDPE 24" HDPE24" HDPE
05
06
07
08
09010011012
013014015016
CONCRETE 3.5' PIERS
CONCRETE 3.5' PIERS
CONCRETE 3.5' PIERS599.21N67°24'42"W24" CMP
12" HDPE15" CONC HW18" RCPCULVERT #4
TWO BARRELS
15" CONC HW 110110
12011
0
110106.0
118.0106.0
112
.0116.0112.0
128
.0REESE CREEKResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WD
SA
WA
WC
WD
WB
Reese Creek-2
Reese Creek-1
WB
OR MEASURABLE INFALL
NO DEFINED DITCHES
WETLAND/SWAMP REESE CREEKTYP.66.67'
;
;
;
;
;;
90+00
40+00
95+00
45+00
95+00
100+00
50+00
100+00
105+00
55+00
105+00
110+00
60+00
110+00
115+00
65+00
115+00
B-77
GREU TL-3
B-77
GREU TL-3
GREU TL-3
-Y1SB-
I-95 BUSB-77
B-77
25+00
RETAIN EXISTING C/A FENCE
30
+00
B-
77 B-77
CAT-1PROP. SBGRET
A
IN
EX
IST
ING
C
/A
FENCE 35+00I-95
BUS
40+00
RETAIN EXISTING C/A FENCE
CAT-125+00PRO
P. NO
IS
E W
A
LL NW
1RETAI
N EXI
STI
NG C/A FENCECAT-1
GREU TL-3
20
+
0
0
15+00
RETAIN EXISTING C/A FENCE
B-77
PROP. NOISE WALL NW1
B-77
B-77
B-77
B-77
ATTENUATOR
ATTENUATOR
ATTENUATOR
ATTENUATOR
90+00
B-77
CAT-1
PROP. SBG
PROP. SBG
PROP. SBG
F
F
F
C
F F
F
F
F
F
F
F
F
F
F
F
C F
C
C
F
F C
F C
C
CC
NAD 83/ NA 2011
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_psh10.dgnaburkeHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
56,400
44,600
69,400
54,500
13,000
9,900
13,000
9,900
I-95
I-95
B
US.
I-5986A
PLANS
0
GRAPHIC SCALE
502550

6/2/99

REVISIONS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
STA. 20+00.00 SEE SHEET 63
MATCHLINE -Y1NB-SEE SHEET 63 STA. 35+00.00 MATCHLINE -Y1SB-100
10
SEE SHEET 9-LSBREV- STA. 89+75.00MATCHLINESEE SHEET 9-LNBREV- STA. 90+00.00MATCHLINESEE SHEET 11-LSBREV- 118+00.00 MATCHLINE SEE SHEET 11-LNBREV- 117+50.00 MATCHLINE SEE SHEET 11MATCHLINE -Y1NB- 45+00.00FOR -Y1SB- PROFILE SEE SHT. 148
FOR -Y1NB- PROFILE SEE SHTS. 146 THRU 147
FOR -YRPDREV- PROFILE SEE SHT. 145
FOR -YRPAREV- PROFILE SEE SHT. 145
FOR -LSBREV- PROFILE SEE SHTS. 88 THRU 90
FOR -LNBREV- PROFILE SEE SHTS. 88 THRU 90
S
SEE INSET C
SEE INSET D
F
F
SEE INSET F
SITE 3
SITE 4
SITE 5
SITE 4
SITE 6
SITE 6
SITE 3
S
F
F
*****
***
************
B-77
F
TO PLOT FULL SIZE 62"X34"-Y1NB- SC Sta. 25+33.93
*****
***
************
GREU TL-3
RETAIN EXISTING C/A FENCE
0921
10
18 FB-77
B-77
PROP. SBG
PROP. SBG BM #1
SEE INSET A
INSET A
INSET B
SEE INSET B
SEE INSET C
INSET D
SEE INSET D
INSET E
SEE INSET E
INSET F
SEE INSET F
ENGLISH
0
SCALE FOR INSET
50 50 100
T T FILL IN WETLAND
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
0 200
SCALE
10010050
25 CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
INSET G
SEE INSET G
SEE INSET H
C
INSET
INSET H
SHEET 16 OF 163
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
REVISED 1/26/2022
2GIB-WSS
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
2GIB-WSF
SP. DET.
15" RCP-III
RCP-III
18" RCP-III
15"RETAI
NRETAI
NCOLLAR
2GIB-WSF
2GIB-WSF
2 ELBOWS
15" CSP
RCP-III
15"
W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
2GIB-WSS
FS
RCP-III 15"
2GIB-WSF
2GIB-WSF 2GIB-WSS
JB w/MH
Conv. DI To
2GIB-WSS
15" RCP-III
18" RCP-III
FS
W/ FLOWABLE FILLPLUG & FILL2GIB-WSSGRADE TO DRAIN
RETAIN
Adj. 2GI
R
ET
A
IN
DI
REMOVE
2GIB-NSF
15" RCP-III 2GIB-NSF2 ELBOWS15" CSP W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
RETAINSEE DETAIL AI
DITCH W/ CL B RIPRAP
STANDARD 4' BASE
SEE DETAIL T
STANDARD V DITCH
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL G
MEDIAN V DITCH30" RCP-IVJB w/MH
JB w/MH
HW
COLLAR
2GIA-WSS
TRENCHLESS INSTALLATION 60" WELDED STEEL 60" WELDED STEEL TRENCHLESS INSTALLATION 4OTCB
EXISTING 30" CMP
REMOVE APPROX. 10 LF
W/89 SY GEOTEXTILE
48 TONS CL I RIPRAP
TRENCHLESS INSTALLATION 66" WELDED STEEL W/ FLOWABLE FILL
PLUG & FILL
FS
FS
2GIB-WSS 30" RC
P-IV
54" RCP-III
W/ FLOWABLE FILLPLUG & FILL60" RCP-IIIW/ FLOWABLE FILLPLUG & FILLREMOVE DI
15" RCP-III
REMOVE DI
RETAINRETAINRETAINSEE DETAIL W
BASE DITCH
STANDARD 4'
SEE DETAIL W
BASE DITCH
STANDARD 4'RETAINJB w/MH
UNDERDRAINOF SHOULDER/AFTER INSTALLATIONW/ FLOWABLE FILLPLUG & FILL14' OF 15"
REMOVE DI &W/ FLOWABLE FI
LLPLUG & FI
LLW/ FLOWABLE FI
LLPLUG & FI
LLEXISTING 24" RCP
REMOVE 45'W/ FLO WA B LE FILL
PLU G & FILL
TRENCHLESS INSTALLATION 30" WELDED STEEL RETAINRETAINW/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
TRENCHLESS INSTALLATION 36" WELDED STEEL
W/30 SY GEOTEXTILE
15 TONS CL I RIPRAPRETAINRETAIN JB
W/ FLOWABLE FILL
PLUG & FILL
SEE DETAIL C
4' BASE DITCH
SPECIAL LATERAL
HW
DI
REMOVE 15" RCP-III
SEE DETAIL Q
BERM TOP ELEV=111.0'
BERM
TO BOX BEHIND
GRADE TO DRAIN
2GIB-WSS24" RCP-III2GIB-WSF
15" RCP-III
GTD
SEE DETAIL A
SP. LAT. V DITCH
TO BE REMOVED
2@9'x5' RCBC
EXISTING
TO DAYLIGHT
PLASTIC PIPE
AND EXTEND
COLLAR
2GIB-WSF
15" RCP-IV
TRENCHLESS INSTALLATION 36" WELDED STEEL
HW
EXISTING 24" RCP
REMOVE 45'TRENCHLESS INSTALLATION 30" WELDED STEEL RETAINTRENCHLESS INSTALLATION 30" WELDED STEEL Q10=36.7 cfs
V10=1.52 ft/s
Q10=157 cfs
V10=1.43 ft/s
Q10=25.8 cfs
V10=1.06 ft/s
TO BE REMOVED
2@9'x5' RCBC
EXISTING
Q10=36.7 cfs
V10=1.52 ft/s RETAINP
P
2GIB-WSFSP. DET.15" RCP-III
2GIB-WSF
15" RCP-III
Submitted 2/1/2022
Reese Creek-1
Reese Creek-2 WOODSWOODSMT
L MTL
MT
L
MT
L
WO
ODS
WOO
DS
WOODS
WOODS
WOODS
WOODS
48"
W
W & 1SB
W
W
OOD
SWOOD
S
WOODS
WOODS
WOODS
WOODSWOODS
WOODS
WOODS
M
TLMTLMTL
MTL
2 S F D
S
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 SB
L VA
R B
ST
I-95 NBL VAR BST
I-95
OFF
R
A
MP
V
A
R
BST
US 301/I-95 NBL VAR BST4' BST
3.5' BST
3' BST
3' BST
4' BST2.5' B
ST
2.5' BST3' BST4' BST48" WW
& 1SB
W48
"' WW & 1 SBW
S
EIP
E
IPE
IP
EIP
EIP
EIP
EIP EIPR/W
MO
N
R/W M
ON
S 58°42'55" W431.72'N 18°41'03" W
198.47'N 47°04
'39" W
31.24
'N 24°04'53" E
99.85'N 47°04'39" W140.84'S 60°22'40" W136.57'N 64°01'28" W157.97'
N 12°35'17" WN 31°16'48" E
114.68'
N 46°34
'30" W38.51
'N 46°34'30" W156.06'N
8
3°4
9'5
4" W19
6.5
6'S 63
°28'
27
" W12
7.
44'N 35°42'33" W125.71'N 13°18'09" E
226.24'N 61°42'24
" E127.71'N 26°31'08" W208.71'N 26°31'08" W243.28'N 27°34'56" W205.41'S 83°22'23"
W
51.58'
TOTAL 184.10'
TO EIP 183.96'
123.15
128.0
7
12
4.3
5
12
7.6
6
12
8.91
130.15
123.69
12
3.61
123.61 123.96
123.76
123.7
3
12
3.87
123.4
5
123.21
123.2
9
123.38
123.68
127.85
127.8
8
123.64
12
2.93
12
2.6
0
122.4
4
126.41
EIP
124.7
3
EIP
12
6.03
12
8.52
134.47
-857.93
-8
5
6.16-860.48
-8
6
0.76
-857.9
5
-859.0
4
-857.81
12
8.13
4 REB
AR
12
8.9
8
128.3
8
13
0.63
13
0.9
3
13
0.7
9
130.6
6
128.9
1
SERVICE BOX POLE
R/W
MO
N
EXISTING R/W
EXISTING R/W
WOODS
WOODS
I-95 NBL VAR BST
EXISTING R/W 18" RCP24" RCP15" RCPCONC
CONC
CONC
CONC
DI
DI
DI
DI
CONC
DI
18" RCPCONC
DI
18" RCP 30" RCP
15" HDPEJ
B12" HDPE12" HDPE24" CMP
18
" RC
P
30" CMP 30" RCP15" HDPE24" C MP12" HDPE12" HDPE12" HDPE12" HDPECONC
CONC
15" CONC HW
15" CONC HW
CO
NC
DI
15" HDPECO
NC DECK
CO
NC DECK
123.55
123.6
6
124.5
7123.21
123.2
3
122.22
121.2
0
13
0.5
8
P
OSSIBLE J
UNCTIO
N
BO
X 24" HDPE24" HDPE
24" HDPE 24" HDPE24" HDPE
05
06
07
08
09010011012
013014015016
CONCRETE 3.5' PIERS
CONCRETE 3.5' PIERS
CONCRETE 3.5' PIERS599.21N67°24'42"W24" CMP
12" HDPE15" CONC HW18" RCPCULVERT #4
TWO BARRELS
15" CONC HW 110110110110
12012011
0
11011
0
110100100
11011
0
110
110
110110110110
110
110 110
110110110 110
110110
110110
110
110
110
110
110110110110110110110
110
110
110110110110110110
11
0
110110110
110
110110
12
0
12
0
120 120120120120120
120
120120
120120
120120
120
120120
120
120
120
12012012012012012012012012
0
120
12
0120
120
120 120
120
120120120120120120120120
120120
120120
120120 120120120
120120120120
120
130
130130130
130130130130130130130130
130
130
130130130
130130 130130
130
140140140 140140140140140
100100106.0
118.0106.0
118.0106.0
112
.0116.0106.0
112
.0116.0112.0
128
.0
112.0
128
.098.0102.0102.0
102.0
104.0104.0
104.0104.0104.0
10
4.0104.0104.0104.0
104
.0
10
4.0
104.0104.0104.0104.0 104.0104.0104.0104.0
104.0
104.0
10
4.0
104.0
104.0104.0
104.0
104.0
104.0
104.0
104.0
104.0104.0104.0104.0104.0104.0106.0
106.0
106.0
106.0 106.0106.010
6.0
106.0
106.0
108.0
108.0
108.0
108.0
108.0
108.0108.0108.0108.0
108.0
108.0108.0
1
08.
0
108.0108.0112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0112.0
112.0
112.0
112.0112.0112.0112.0
114.0
114.0
114.0114.0114.0114.0
114.0
114
.0114.0114.0
114.0114.0
114.0114.0114.0
116.0
116.0
116.0
116.0
116.0
116.0116.0116.0116.0116.0
116.0116.0116.0116.0116.0116.0116.0
118.0
118.0118.0118.0
118.0118.0118.0
118.0
118.0
118.0118.0118.0118.0
118.0118.0
118.0
118.0
118.0118.011
8.
0
118.0118.0118.0118.0
11
8.0
118.0118.0122
.0122.0122.0122.0122.0122.0122.0
122.0
122.0122.0122.0122.0
122
.0
122.0
122.0122.0122.0
122.0
12
2.0122.0122.0122.0122.0
122.0122.0122.0124.0
124.0124.0124.0124.0124.0124.0
124.0
124.0124.0124.012
4.0124
.0
124.0
124.0124.0124.0124.0
12
4.0
124.012
4.0 124.0124.0126
.0
126.0126.0126.0126.0
126.0126.0126.012
6.0
126.0
126.0 126.0126.012
6.0126
.012
6.0 126.0126.012
8.0
128.0
128.0
128.0128.0128.0128.0128.0128
.0
128.0
128.0128.01
2
8.0
128.0128.0
128.0
128.0128.0128.0132.0
132.0132.0132.0
132.0
132.0
13
2.0
134.0134.0134.0134.0134.0134.0136.0136.0136
.0
13
6.0
13
6.
0
138.0138.0138.0138.0142.0142.0144.0144.0
144.0
102.0102.0 104.0104.0
104.0104.010
4.0
1
0
4.
0
106.0
106.0108.0
10
4.0
REESE CREEKResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WD
SA
WA
WC
WD
WB
Reese Creek-2
Reese Creek-1
WB
OR MEASURABLE INFALL
NO DEFINED DITCHES
WETLAND/SWAMP REESE CREEKTYP.66.67'
;
;
;
;
;;
90+00
40+00
95+00
45+00
95+00
100+00
50+00
100+00
105+00
55+00
105+00
110+00
60+00
110+00
115+00
65+00
115+00
B-77
GREU TL-3
B-77
GREU TL-3
GREU TL-3
-Y1SB-
I-95 BUSB-77
B-77
25+00
RETAIN EXISTING C/A FENCE
30
+00
B-
77 B-77
CAT-1PROP. SBGRET
A
IN
EX
IST
ING
C
/A
FENCE 35+00I-95
BUS
40+00
RETAIN EXISTING C/A FENCE
CAT-125+00PRO
P. NO
IS
E W
A
LL NW
1RETAI
N EXI
STI
NG C/A FENCECAT-1
GREU TL-3
20
+
0
0
15+00
RETAIN EXISTING C/A FENCE
B-77
PROP. NOISE WALL NW1
B-77
B-77
B-77
B-77
ATTENUATOR
ATTENUATOR
ATTENUATOR
ATTENUATOR
90+00
B-77
CAT-1
PROP. SBG
PROP. SBG
PROP. SBG
F
F
F
C
F F
F
F
F
F
F
F
F
F
F
F
C F
C
C
F
F C
F C
C
CC
NAD 83/ NA 2011
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_psh10_con.dgnaburkeHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
56,400
44,600
69,400
54,500
13,000
9,900
13,000
9,900
I-95
I-95
B
US.
I-5986A
PLANS
0
GRAPHIC SCALE
502550

6/2/99

REVISIONS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
STA. 20+00.00 SEE SHEET 63
MATCHLINE -Y1NB-SEE SHEET 63 STA. 35+00.00 MATCHLINE -Y1SB-100
10
SEE SHEET 9-LSBREV- STA. 89+75.00MATCHLINESEE SHEET 9-LNBREV- STA. 90+00.00MATCHLINESEE SHEET 11-LSBREV- 118+00.00 MATCHLINE SEE SHEET 11-LNBREV- 117+50.00 MATCHLINE SEE SHEET 11MATCHLINE -Y1NB- 45+00.00FOR -Y1SB- PROFILE SEE SHT. 148
FOR -Y1NB- PROFILE SEE SHTS. 146 THRU 147
FOR -YRPDREV- PROFILE SEE SHT. 145
FOR -YRPAREV- PROFILE SEE SHT. 145
FOR -LSBREV- PROFILE SEE SHTS. 88 THRU 90
FOR -LNBREV- PROFILE SEE SHTS. 88 THRU 90
S
SEE INSET C
SEE INSET D
F
F
SEE INSET F
SITE 3
SITE 4
SITE 5
SITE 4
SITE 6
SITE 6
SITE 3
S
F
F
*****
***
************
B-77
F
TO PLOT FULL SIZE 62"X34"-Y1NB- SC Sta. 25+33.93
*****
***
************
GREU TL-3
RETAIN EXISTING C/A FENCE
0921
10
18 FB-77
B-77
PROP. SBG
PROP. SBG BM #1
SEE INSET A
INSET A
INSET B
SEE INSET B
SEE INSET C
INSET D
SEE INSET D
INSET E
SEE INSET E
INSET F
SEE INSET F
ENGLISH
0
SCALE FOR INSET
50 50 100
T T FILL IN WETLAND
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
0 200
SCALE
10010050
25 CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
INSET G
SEE INSET G
SEE INSET H
C
INSET
INSET H
SHEET 17 OF 163
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
REVISED 1/26/2022
2GIB-WSS
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
2GIB-WSF
SP. DET.
15" RCP-III
RCP-III
18" RCP-III
15"RETAI
NRETAI
NCOLLAR
2GIB-WSF
2GIB-WSF
2 ELBOWS
15" CSP
RCP-III
15"
W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
2GIB-WSS
FS
RCP-III 15"
2GIB-WSF
2GIB-WSF 2GIB-WSS
JB w/MH
Conv. DI To
2GIB-WSS
15" RCP-III
18" RCP-III
FS
W/ FLOWABLE FILLPLUG & FILL2GIB-WSSGRADE TO DRAIN
RETAIN
Adj. 2GI
R
ET
A
IN
DI
REMOVE
2GIB-NSF
15" RCP-III 2GIB-NSF2 ELBOWS15" CSP W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
RETAINSEE DETAIL AI
DITCH W/ CL B RIPRAP
STANDARD 4' BASE
SEE DETAIL T
STANDARD V DITCH
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL G
MEDIAN V DITCH30" RCP-IVJB w/MH
JB w/MH
HW
COLLAR
2GIA-WSS
TRENCHLESS INSTALLATION 60" WELDED STEEL 60" WELDED STEEL TRENCHLESS INSTALLATION 4OTCB
EXISTING 30" CMP
REMOVE APPROX. 10 LF
W/89 SY GEOTEXTILE
48 TONS CL I RIPRAP
TRENCHLESS INSTALLATION 66" WELDED STEEL W/ FLOWABLE FILL
PLUG & FILL
FS
FS
2GIB-WSS 30" RC
P-IV
54" RCP-III
W/ FLOWABLE FILLPLUG & FILL60" RCP-IIIW/ FLOWABLE FILLPLUG & FILLREMOVE DI
15" RCP-III
REMOVE DI
RETAINRETAINRETAINSEE DETAIL W
BASE DITCH
STANDARD 4'
SEE DETAIL W
BASE DITCH
STANDARD 4'RETAINJB w/MH
UNDERDRAINOF SHOULDER/AFTER INSTALLATIONW/ FLOWABLE FILLPLUG & FILL14' OF 15"
REMOVE DI &W/ FLOWABLE FI
LLPLUG & FI
LLW/ FLOWABLE FI
LLPLUG & FI
LLEXISTING 24" RCP
REMOVE 45'W/ FLO WA B LE FILL
PLU G & FILL
TRENCHLESS INSTALLATION 30" WELDED STEEL RETAINRETAINW/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
TRENCHLESS INSTALLATION 36" WELDED STEEL
W/30 SY GEOTEXTILE
15 TONS CL I RIPRAPRETAINRETAIN JB
W/ FLOWABLE FILL
PLUG & FILL
SEE DETAIL C
4' BASE DITCH
SPECIAL LATERAL
HW
DI
REMOVE 15" RCP-III
SEE DETAIL Q
BERM TOP ELEV=111.0'
BERM
TO BOX BEHIND
GRADE TO DRAIN
2GIB-WSS24" RCP-III2GIB-WSF
15" RCP-III
GTD
SEE DETAIL A
SP. LAT. V DITCH
TO BE REMOVED
2@9'x5' RCBC
EXISTING
TO DAYLIGHT
PLASTIC PIPE
AND EXTEND
COLLAR
2GIB-WSF
15" RCP-IV
TRENCHLESS INSTALLATION 36" WELDED STEEL
HW
EXISTING 24" RCP
REMOVE 45'TRENCHLESS INSTALLATION 30" WELDED STEEL RETAINTRENCHLESS INSTALLATION 30" WELDED STEEL Q10=36.7 cfs
V10=1.52 ft/s
Q10=157 cfs
V10=1.43 ft/s
Q10=25.8 cfs
V10=1.06 ft/s
TO BE REMOVED
2@9'x5' RCBC
EXISTING
Q10=36.7 cfs
V10=1.52 ft/s RETAINP
P
2GIB-WSFSP. DET.15" RCP-III
2GIB-WSF
15" RCP-III
Submitted 2/1/2022
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
89+00 90+00 91+00 92+00 93+005/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986_Rdy_pfl88_prm_site03.dgnaburke81+00 82+00 88+0087+0086+0085+0083+00 94+00
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
80+00
100
110
84+00
80
90
120
130 130
120
110
100
90
80
80
90
100
110
120
130
140 140
130
120
110
100
90
80
70 70
I-5986A
89+00 90+00 91+00 92+00 93+0082+00 88+0087+0086+0085+0083+00 94+0084+0081+0080+00
70 70
BM#1
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-LSBREV-
-LNBREV-
FOR -LNBREV- PLAN SEE SHTS. 9_Reese AND 10_Reese
FOR -LSBREV- PLAN SEE SHTS. 9_Reese AND 10_Reese
OF X" CONC. HEAD WALL
ELEV.= 107.11', CROSS CUT IN TOP
-LSBREV- STA 92+99.36 0/S 134.55' RT
-BL- STA 9+96.00 O/S 125' RT
N: 486,449 E: 2,064,535
109.5'
100-YR
ENGLISH SITE 03SHEET 17A OF 163
PERMIT DRAWING
REVISED 1/26/2022
89+00 90+00 91+00 92+00 93+005/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986_Rdy_pfl88_prm_site03.dgnaburke81+00 82+00 88+0087+0086+0085+0083+00 94+00
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
80+00
100
110
84+00
80
90
120
130 130
120
110
100
90
80
80
90
100
110
120
130
140 140
130
120
110
100
90
80
70 70
I-5986A
89+00 90+00 91+00 92+00 93+0082+00 88+0087+0086+0085+0083+00 94+0084+0081+0080+00
70 70
BM#1
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-LSBREV-
-LNBREV-
OF X" CONC. HEAD WALL
ELEV.= 107.11', CROSS CUT IN TOP
-LSBREV- STA 92+99.36 0/S 134.55' RT
-BL- STA 9+96.00 O/S 125' RT
N: 486,449 E: 2,064,535
109.5'
100-YR
88
FOR -LNBREV- PLAN SEE SHTS. 9 AND 10
FOR -LSBREV- PLAN SEE SHTS. 9 AND 10
DS = 75 MPH
EXISTING GROUND
PROPOSED GRADE
DS = 75 MPH
(+)1.6758%
PI = 86+10.00
EL = 123.09'
(+)1.6758%(-)0.8700%
VC = 795'
K = 312
PI = 79+80.00
EL = 112.53'
VC = 450'
K = 207
INVERT ELEV. @ -LNBREV- = 100.2'
EXISTING 2@9'x5' RCBC
109.5'
100-YR
DESIGN FREQUENCY
DESIGN DISCHARGE
100 YEAR FREQUENCY
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
YRS
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
BRIDGE HYDRAULIC DATA
= 1,880
= 4,400
= 109.3
= 100
= 109.3
= 112.5
= 1,880
= 500+
Sta. 91+75 -LSBREV-
= 100
NORMAL WATER SURFACE ELEV = 102.8
EXISTING GROUND
PROPOSED GRADE
DS = 75 MPH
109.5'
100-YR
INVERT ELEV. @ -LNBREV- = 100.2'
EXISTING 2@9'x5' RCBC
PI = 86+60.00
EL = 122.12'
(+)1.2979%(-)0.8700%
VC = 680'
K = 314
DESIGN FREQUENCY
DESIGN DISCHARGE
100 YEAR FREQUENCY
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
YRS
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
BRIDGE HYDRAULIC DATA
= 1,880
= 4,400
= 109.3
= 100
= 109.3
= 112.5
= 1,880
= 500+
Sta. 92+05 -LNBREV-
= 100
NORMAL WATER SURFACE ELEV = 102.8
DS > 80 MPH
PI = 79+00.00
EL = 112.26'
VC = 530'
K = 283
LEFT DITCHLEFT DITCH
RIGHT DITCH
(+) 4.7518%
(-) 0.3396%
(-) 0.3396%
EL = 108.30'
-LSBREV- STA. 82+15.00
BEGIN MED. V DITCH LT
END SP. CUT DITCH LT
EL=112.34'
-LSBREV- STA. 83+00.00
END MED. V DITCH LT.
(-) 0.3000%(+) 1.8600%
EL=108.95'
-LNBREV- STA. 80+66.53
BEGIN LAT. BASE DITCH RT.
END SP. CUT DITCH RT.
EL=108.35'
-LNBREV- STA. 82+66.53
BEGIN MED. V DITCH RT.
END LAT. BASE DITCH RT.
EL=111.14'
-LNBREV- STA. 84+16.53
END MED. V DITCH RT.
(-) 0.3000%
Submitted 2/1/2022
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
0
ENGLISH
1205/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
I-5986A
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_wet_PFL_SITE05.dgnaburke140
160
100
80
120
140
160
100
80
100200300400500 100 200 300 400 500
CL
GROUND
EXISTING
(
N
O
R
MAL)6:1 (NORMAL)6:1
SHEET 18 OF 163
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
(length=744')
(not buried)
& TRENCHLESS INSTALLATION 66" WELDED STEEL
54" RCP-III, 60" RCP-III, TRENCHLESS INSTALLATION 60" WELDED STEEL,
NWS = 115.38'
SKEW=106
-LNBREV- STA. 108+75
-LNBREV- STA. 108+75
SITE 5
REVISED 1/26/2022
66" W.S.
60" W.S.
54
" RC
P
-III60" RCP-III
ELEVATION = 115.4'
PROPOSED
ELEVATION = 114.7'
PROPOSED
ELEVATION = 114.2'
PROPOSED
ELEVATION = 108.88'
PROPOSED
ELEVATION = 106.15'
PROPOSED
S=1.6%
S=3.9%
S=1.6%
S=0.2%
ELEVATION = 105.65'
PROPOSED
ELEVATION = 104.96'
PROPOSED
Submitted 2/1/2022
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
180180
180180
200200
200200
220220
220220
240240
240240
260260
260260
280280
280280
300300
300300
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_Rdy_xpl_LSBREV_SITE04.dgnaburkePROJ. REFERENCE NO.SHEET NO.0
6/23/16100 100
120 120
140 140
80 80
96+50.00
100 100
120 120
140 140
80 80
97+00.00
120 120
140 140
100 10097+50.00
120 120
140 140
100 10098+00.00
120 120
140 140
100 10098+50.00
120 120
140 140
100 10099+00.00
I-5986A
-LSBREV-
10 20
WETLAND
SHEET 19 OF 163
PERMIT DRAWING
ENGLISH
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
SITE 4
REVISED 1/26/2022
S1 X-36
108.88
96+15.49
-LNBREV-
0.030 0.030 0.030
6
:1
0.030 0.0306:1
4
.83
:1
110.59
3:1
109.09
96+65.01
-LNBREV-
0.030 0.030
6
:1
0.030 0.0306:1
110.13
BERM=111.0
4
:1
3:1
109.25
97+14.52
-LNBREV-
0.030 0.030
6
:1 0.030 0.0306:1
109.68 4:1
BERM=111.03:1
109.49
97+64.03
-LNBREV-
0.030 0.030
6
:1
0.030 0.0306:1
109.28
BERM=111.0
4
:1
3:1
109.78
98+13.53
-LNBREV-
0.030 0.030
6
:1
0.030 0.0306:1
107.86
6
:1
108.98
BERM=111.0
4
:1
4.6:13:1
110.23
98+63.02
-LNBREV-
0.030 0.030
6
:1
0.030 0.0306:1
107.81
6
:1 5.38:1
108.80
3:1
Submitted 2/1/2022
WOODSMTLMTLWOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
SOIL
48' WW & 1SBW
48' WW & 1SBW
MTL
WOODS
WOODS
48" WW & 1 SBWMTLMTL48" WW & 1SBW48" WW
& 1SB
W& 1SBW48" WW
MTL
SOIL
SOIL
48" WW & 1 SBW
48" WW & 1 SBW
BILLBOARD
BILLBOARD
BILLBOARD
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BSTSR 1831 BAYWOOD RD 24' BST10' BST
10.5' BST
4' BST
4' BST
10.5' BST
10' BST
3' BST
3' BST
PB 124 PG 127
ACCESS AND UTILITY EASEMENT
RI
PARI
AN EASEMENT TO POND ON LOT 1PB 124 PG 127ACCESS AND UTILITY EASEMENTR/W MON R/W MON
R/W MON
S 45°37'18" E261.57'N 11°23'56" W
37.79'N 52°20'56" W317.26'S 72°50'55" EN 72°58'58" W313.67'
N 29°33'04" E
724.67'
WOODS WOODS
EXISTING R/W
EXISTING R/W
TTPOLECAMERAFO12"12"
WOODS
WOODS
WOODS
48' WW & 1SBW
SR 1831 BAYWOOD RD 24' BST18" RCPCONC
DI
DI
15" RCP
15" RCPCBCB
CBCB
15" C
MP UNKNOWNTERMINUS18" RCP18" RCP1
8
" RCP
PROJECT: 8.1347412
APPROXIMATE LOCATION FROMSTRUCTURE AND PIPES DRAWN IN STRUCTURE BURRIED
18" CMP18" RCP18" RCP18
"
R
C
P
PROJECT: 8.1347412
APPROXIMATE LOCATION FROM
STRUCTURE AND PIPES DRAWN IN
STRUCTURE BURRIED
PROJECT: 8.1347412
APPROXIMATE LOCATION FROMSTRUCTURE AND PIPES DRAWN IN STRUCTURE BURRIED
PROJECT: 8.1347412
APPROXIMATE LOCATION FROMSTRUCTURE AND PIPES DRAWN IN STRUCTURE BURRIED
JB
POSSIBLE
JB
POSSIBLE
JB
POSSIBLE
JB
POSSIBLE
18" RCPCONC DECKCONC DECKCONC
PONDPOND
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WE
WH
;;
;;
;
MILEMARKER 55.6
-L- STATION 86+50 LT
NON-IMPACTED BILLBOARD
MILEMARKER 55.7
-L- STATION 92+00 LT
NON-IMPACTED BILLBOARD
MILEMARKER 55.7
-L- STATION 92+50 RT
NON-IMPACTED BILLBOARD
B-77
GREU TL-3
B-77B-77B-7760+00
85+00 90+0020+00-Y3-PROP. SBGPROP. SBGPROP. SBGPROP. SBGRETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
130+00
GREU TL-3
RETAIN EXISTING C/A FENCE
130+00
RETAIN EXISTING C/A FENCE
BAYWOOD RDB-77RETAIN EXISTING C/A FENCE
WALL NW2
PROP. NOISE
C
C
F F
C
F
FFF
FC
F
FC
FFFC
C
FFFFNAD 83/ NA 2011 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_psh12.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -Y3- STA. 25+00.00 SEE SHEET 65
MATCHLINE -Y3- STA. 17+00.00 SEE SHEET 64
MATCHLINE -L- STA. 93+00.00 SEE SHEET 13TRAFFIC DIAGRAM
(SR 1828)
BAYWOOD ROAD
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
12
FOR -Y3- PROFILE SEE SHT. 149
FOR -Y1NB- PROFILE SEE SHT. 147
FOR -LRT SEC1- PROFILE SEE SHT. 92
FOR -LLT SEC1- PROFILE SEE SHT. 92
FOR -LSBREV- PROFILE SEE SHT. 91MATCHLINE -LSBREV- 130+00.00 SEE SHEET 11SITE 8
SITE 7
E E IN WETLAND
DENOTES EXCAVATIONENGLISH
25 50 100050
SCALE
WETLAND
DENOTES FILL INFF
SHEET 20 OF 163
PERMIT DRAWING
REVISED 1/26/2022
1204
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
WITH FLOWABLE FILL
PLUG & FILL
REMOVE DI
SEE DETAIL K
LATERAL 'V' DITCH 15" RCP-IV 1203 2GIB-WSF2GIB-WSF1201
12022GIB-WSF
1220
2GIB-NSF
1210
1213
2GIB-NSF
1214
2GIB-NSF
1215
2GIB-NSF
1219
2GIB-WSS1216
1217
SEE DETAIL J
LATERAL 4' BASE DITCH
15" RCP-IV
2GIB-WSF
1221
1222 2GIB-WSF
2GIB-WSS
1218
3
0
" RCP-I
I
I
REMOVE JB
WITH FLOWABLE FILL
PLUG & FILL
WITH FLOWABLE FILL
PLUG & FILL
REMOVE CB
REMOVE PIPE
REMOVE DI30" RCP-IV30" RCP-IVSEE DETAIL D
LATERAL 4' BASE DITCH
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
2 ELBOWS15" CSP
W/ 21 SY GEO FAB
8 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
1223
1226
2GIB-WSF
1227
2GIB-WSF
1224
2GIB-WSF 1225
2GIB-WSF
15" RCP-III 15"
RC
P
-III
REMOVE JB
REMOVE JB
SEE DETAIL V
SPECIAL CUT 4' BASE DITCH
15" RCP-IV
SEE DETAIL P
LATERAL 4' BASE DITCH
REMOVE JB
TO 30" INLET
10' DITCH TAPER
30" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-III 30" RCP-IIIPIPE
REMOVE
CB
REMOVE
FLOWABLE FILL
WITH
PLUG & FILL
FLOWABLE FILL
WITH
PLUG & FILL
2 ELBOWS
15" CSP
SEE DETAIL A
SP. LATERAL DITCH
ALONG POND ACCESS ROAD
LINE ENTIRE SIDE SLOPE
SEE DETAIL R
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
Submitted 2/1/2022
WOODSMTLMTLWOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
SOIL
48' WW & 1SBW
48' WW & 1SBW
MTL
WOODS
WOODS
48" WW & 1 SBWMTLMTL48" WW & 1SBW48" WW
& 1SB
W& 1SBW48" WW
MTL
SOIL
SOIL
48" WW & 1 SBW
48" WW & 1 SBW
BILLBOARD
BILLBOARD
BILLBOARD
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BSTSR 1831 BAYWOOD RD 24' BST10' BST
10.5' BST
4' BST
4' BST
10.5' BST
10' BST
3' BST
3' BST
PB 124 PG 127
ACCESS AND UTILITY EASEMENT
RI
PARI
AN EASEMENT TO POND ON LOT 1PB 124 PG 127ACCESS AND UTILITY EASEMENTR/W MON R/W MON
R/W MON
S 45°37'18" E261.57'N 11°23'56" W
37.79'N 52°20'56" W317.26'S 72°50'55" EN 72°58'58" W313.67'
N 29°33'04" E
724.67'
WOODS WOODS
EXISTING R/W
EXISTING R/W
TTPOLECAMERAFO12"12"
WOODS
WOODS
WOODS
48' WW & 1SBW
SR 1831 BAYWOOD RD 24' BST18" RCPCONC
DI
DI
15" RCP
15" RCPCBCB
CBCB
15" C
MP UNKNOWNTERMINUS18" RCP18" RCP1
8
" RCP
PROJECT: 8.1347412
APPROXIMATE LOCATION FROMSTRUCTURE AND PIPES DRAWN IN STRUCTURE BURRIED
18" CMP18" RCP18" RCP18
"
R
C
P
PROJECT: 8.1347412
APPROXIMATE LOCATION FROM
STRUCTURE AND PIPES DRAWN IN
STRUCTURE BURRIED
PROJECT: 8.1347412
APPROXIMATE LOCATION FROMSTRUCTURE AND PIPES DRAWN IN STRUCTURE BURRIED
PROJECT: 8.1347412
APPROXIMATE LOCATION FROMSTRUCTURE AND PIPES DRAWN IN STRUCTURE BURRIED
JB
POSSIBLE
JB
POSSIBLE
JB
POSSIBLE
JB
POSSIBLE
18" RCPCONC DECKCONC DECKCONC
120
12012
0
120
120130
130130
1
3
0
130130
130
130
130130
130130130130130130130
130
130
130
130130
130130130 130130130 130130130 130130
130130 130
130130
130
130130130130130130140140140140140140
150150150150150
122
.0
122.0124.0
124.0124.0126.0
126.0126.0
126.0
126.0126.0126.0
128.0128
.0128.0
128.0128.0128.0
128.0128.0128.0
12
8.0 128.01
2
8.0128.01
2
8.0
128.0128.0128.0132.0132.0132.0132.0132.0132.0132.0132.0132.0
134.0
134.0134.0134.0134.0134.0134.0134.0136.0136.0136.0138.0138.0142.0142.0144.0144.0146.0146.0152.0152.0154.0154.0156.0156.0156.0156.0PONDPOND
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WE
WH
;;
;;
;
MILEMARKER 55.6
-L- STATION 86+50 LT
NON-IMPACTED BILLBOARD
MILEMARKER 55.7
-L- STATION 92+00 LT
NON-IMPACTED BILLBOARD
MILEMARKER 55.7
-L- STATION 92+50 RT
NON-IMPACTED BILLBOARD
B-77
GREU TL-3
B-77B-77B-7760+00
85+00 90+0020+00-Y3-PROP. SBGPROP. SBGPROP. SBGPROP. SBGRETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
130+00
GREU TL-3
RETAIN EXISTING C/A FENCE
130+00
RETAIN EXISTING C/A FENCE
BAYWOOD RDB-77RETAIN EXISTING C/A FENCE
WALL NW2
PROP. NOISE
C
C
F F
C
F
FFF
FC
F
FC
FFFC
C
FFFFNAD 83/ NA 2011 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_psh12_CON.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -Y3- STA. 25+00.00 SEE SHEET 65
MATCHLINE -Y3- STA. 17+00.00 SEE SHEET 64
MATCHLINE -L- STA. 93+00.00 SEE SHEET 13TRAFFIC DIAGRAM
(SR 1828)
BAYWOOD ROAD
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
12
FOR -Y3- PROFILE SEE SHT. 149
FOR -Y1NB- PROFILE SEE SHT. 147
FOR -LRT SEC1- PROFILE SEE SHT. 92
FOR -LLT SEC1- PROFILE SEE SHT. 92
FOR -LSBREV- PROFILE SEE SHT. 91MATCHLINE -LSBREV- 130+00.00 SEE SHEET 11SITE 8
SITE 7
E E IN WETLAND
DENOTES EXCAVATIONENGLISH
25 50 100050
SCALE
WETLAND
DENOTES FILL INFF
SHEET 21 OF 163
PERMIT DRAWING
REVISED 1/26/2022
1204
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
WITH FLOWABLE FILL
PLUG & FILL
REMOVE DI
SEE DETAIL K
LATERAL 'V' DITCH 15" RCP-IV 1203 2GIB-WSF2GIB-WSF1201
12022GIB-WSF
1220
2GIB-NSF
1210
1213
2GIB-NSF
1214
2GIB-NSF
1215
2GIB-NSF
1219
2GIB-WSS1216
1217
SEE DETAIL J
LATERAL 4' BASE DITCH
15" RCP-IV
2GIB-WSF
1221
1222 2GIB-WSF
2GIB-WSS
1218
3
0
" RCP-I
I
I
REMOVE JB
WITH FLOWABLE FILL
PLUG & FILL
WITH FLOWABLE FILL
PLUG & FILL
REMOVE CB
REMOVE PIPE
REMOVE DI30" RCP-IV30" RCP-IVSEE DETAIL D
LATERAL 4' BASE DITCH
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
2 ELBOWS15" CSP
W/ 21 SY GEO FAB
8 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
1223
1226
2GIB-WSF
1227
2GIB-WSF
1224
2GIB-WSF 1225
2GIB-WSF
15" RCP-III 15"
RC
P
-III
REMOVE JB
REMOVE JB
SEE DETAIL V
SPECIAL CUT 4' BASE DITCH
15" RCP-IV
SEE DETAIL P
LATERAL 4' BASE DITCH
REMOVE JB
TO 30" INLET
10' DITCH TAPER
30" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-III 30" RCP-IIIPIPE
REMOVE
CB
REMOVE
FLOWABLE FILL
WITH
PLUG & FILL
FLOWABLE FILL
WITH
PLUG & FILL
2 ELBOWS
15" CSP
SEE DETAIL A
SP. LATERAL DITCH
ALONG POND ACCESS ROAD
LINE ENTIRE SIDE SLOPE
SEE DETAIL R
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
Submitted 2/1/2022
48" WW & 1SBW
WOODSWOODSWOODSMTL
MT
L
MTLM
TLMT
L
BST
BST
48" WW & 1 SBW
48" WW & 1 SBW 48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
SO
IL
SOIL
1 S F D
S
SOIL
SOIL
SOIL
WOODS
WOODS WOODS
WOODS
WOODS WOODSWOODSMTLMT
L MTLWOODS
48" WW & 1 SBW
MTL MTL MTL MTL
MTL
MTL
MTL
1 SBKDCONC WOODS
WOODS
MTL
MTL
MTL
MTL
WOODS
WOODS
BILLBOARD
RI
P RAPI-95 SBL 47' BST
I-95 SBL 47' BST
I-95 SBL 47' BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
SR
186
3 PEMBROKE LN VAR BSTSR 1863

PEMBROKE LN

VAR BSTSR 1861 POVERTY FLATS RD VAR BSTSR 1861 POVERTY FLATS RD 20' BST
SR 1861 POVERTY FLATS RD VAR BST
36
" C&G36" C&G3
6" C&G30" C&G
36" C&G
I-95 ON RAMP VAR BST
42" C
&G
12' BST
9' BST
9' BST
12.5' BST
5' BST
9' BST
EIP
EIP
EIP
EIPR/W MON R/W MONR/W MON
N 40°47'19" E
166.04'N 49°13'45" WN 64°32'15" WN 63°06'18" W1324.81'S 63°53'48" E2029.54'
N 20°38'36" E
93.45'N
6
9
°
5
8'
5
1" W2
6
1
.
2
4'N 64°39'55" W206.28'N 64°41'21" WS
7
1°
4
7'
1
4
" E2
9
9
.
3
0'
1 SBW
48" WW &
48" WW & 1 SBW
48" WW & 1 SBW
S 63°36'05" E222.88'
N 36°23'41" E
459.39'209.50 TO R/W205.98' TO EI
P257.69' TO R/W257.26' TO EI
P248.29' TO R/W248.07' TO EIPEXI
STI
NG R/
W
T
T
T
VA
LVE
FORC
EMA
IN
VALVE
FORCEMAIN
OPTIC TEST STATION
TELEPHONE FIBER
8"
8"
8"8"8"
8"8"4"
4"
4"4"4"4"4"4"4"4"FOFOFOFOFO
F
OFOFOTWOODSR/W MON36" C&GSR 1861 POVERTY FLATS RD VAR BST8"4"FO18" RCP18" RCP24" RCP INV=125.91'INV=126.47'
15" CMPCB
CONC
CONC
CONC
DI
DI
CBCB15" CMP15" CMP18" RCP15" CMP15" R
CP
CB
CBCBCBCBCB15" RCP18" RCP18" RCP18" CMP DI
CB
CB
CB
42" RCP
18
" CMP
DI
30" RCP
30" RCP
42" RCP
CONCC
O
N
C
D
E
C
K
C
O
N
C
D
E
C
KINV=125.91'15" CMP18" RCPPOND
POND
POND
PONDResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WM
WS
WR
WN
WO
BAKER SWAMP 1 PONDCAT-1
B-77
40+00
180+00
35+00
30+00
25+00
190+00
10+00
195+00
15+00-L-
B-77
185+00175+00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
B-77
BEGIN WW FENCEB-
7
7
B-
7
7
P
E
MBROKE
L
N.
2
5
+
0
0
30+00
35+00GREU TL-3
END WW FENCE
PROP
. WOV
EN
W
IRE
FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING FENCE
RETAIN EXISTING SBG
BEGIN WW FENCE
END GLARE SCREEN
BEGIN GLARE SCREEN
RETAI
N EXI
STI
NG SBGRETAI
N EXI
STI
NG SBGRETAI
N EXI
STI
NG SBGRET
AI
N E
XISTI
N
G SB
G-Y4-140';;
;
;
;
;
;;
CHORD
100.00', 115.00' RT
-Y5RPC-+50.00100'C
C
F
C
F
F
C
F
C
F
C
F
F
F
F
C
F
F
F
C
C
C
F
F
C
1901 1902
19
2
2
1920
19
10
19
11
1912
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_final_psh19.dgnaburkeHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA. 171+00.00 SEE SHEET 18MATCHLINE -L- STA. 198+50.00 SEE SHEET 2019
MATCHLINE -Y4- 21+00.00 SEE SHEET 69
SEE SHEET 70MATCHLINE -Y4- STA. 39+00.00MA
T
C
H
LI
N
E -
Y5
RP
B- 2
2
+0
0.0
0 S
E
E S
H
E
E
T 68
NAD 83/ NA 2011
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
(SR 1933)
PEMBROKE LANE
I-5986
PLANS
GRAPHIC SCALESEE SHEET 20-Y5RPC- STA. 16+50.00MATCHLINEREVISIONS
FOR -Y5RPC- PROFILE SEE SHTS. 166
FOR -Y5RPB- PROFILE SEE SHTS. 164 THRU 165
FOR -Y4- PROFILE SEE SHTS. 150 THRU 151
FOR -LRT SEC1- PROFILE SEE SHTS. 98 THRU 100
FOR -LLT SEC1- PROFILE SEE SHTS. 98 THRU 100
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
SITE 14
SITE 16
F
SITE 13
SITE 15
SITE 54C
F
F
SITE 15
MATCHLINE -Y4- 21+00.00 SEE SHEET 69
SITE 54C
SEE INSET A
10+00
PROP. WOVEN WIRE FENCE
BEGIN WW FENCE
;F
SEE INSET B
78.56', 110.00' LT
-Y4- +00.00
F
SEE INSET C
92.22' RT
-Y4- +74.00177.29', 213.00' RT
-Y4- +56.35
F
SEE INSET D15+00PROP
. WOV
EN
W
IRE
FENCE
;100'F
1922
SEE SHEET 20-Y5RPC- STA. 16+50.00MATCHLINEC
SEE INSET E
F
B
C
INSET A
SEE INSET A
SEE INSET B
INSET B
INSET C
SEE INSET C
INSET D
SEE INSET D
INSET E
SEE INSET E
ENGLISH
SHEET 36 OF 163
PERMIT DRAWING
0
SCALE FOR INSET
50 50 100
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
T T FILL IN WETLAND
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
0
SCALE
100 50 100 200
SEE INSET F
INSET F
REVISED 1/26/2022
2GIB-WSF
2GIA-WSF2GIA-WSF
2GIB-WSF
P
P
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI 15" RCP-IV
W/14 SY GEOFAB
5 TONS CL B RIPRAP
REMOVE DI
P
P
W/ FLOWABLE FILL
PLUG & FILL
2GIB-WSF
2GIB-WSF
2GIB-WSF
15" RCP-IV 2GIB-WSF
2GIA-WSF 2GIB-WSF
HW
SEE DETAIL O
SP. LAT. 7' BASE DITCH
SEE DETAIL V
SP. CUT 7' BASE DITCH
P
W/ FLOWABLE FILL
PLUG & FILL
P
P
P
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI
RETAIN
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
TRENCHLESS INSTALLATION 54" WELDED STEEL (NOT BURIED)
W/62 SY GEOFAB
33 TONS CL I RIPRAP
RETAIN
HW
RET
AIN
RETAINSEE DETAIL B
SPECIAL CUT DITCH 24" RCP-IVRETAINRETAINRETAINRETAI
NSYSTEMRETAINSYSTEMRETAINSYSTEMRETAI
NRETAIN2GIA-WSF
48" WELDED STEEL TRENCHLESS INSTALLATION TB JB w/MH
RETAIN
RETAIN
Adj. CB
RETAIN CB RETAI
N
S
YS
T
EMRETAIN
SYSTEMRETAIN
48" WELDED STEEL TRENCHLESS INSTALLATION OUT
CLEAN
PIPE 48" RC
P-III48" RC
P-III
SEE DETAIL T
STANDARD V DITCH W/39 SY GEOFAB
20 TONS CL I RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
15" RCP-IV
18" RCP-IV
24" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV
24" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
15" RCP-IV
Q10=170 cfs
V10=1.77 ft/s
OUT
CLEAN
PIPE
P
W/ FLOWABLE FILL
PLUG & FILL
W/39 SY GEOFAB
20 TONS CL I RIPRAP
TRENCHLESS INSTALLATION 54" WELDED STEEL (NOT BURIED)HW
TRENCHLESS INSTALLATION 54" WELDED STEEL (NOT BURIED)RETAINQ10=170 cfs
V10=1.77 ft/s48" WELDED STEEL TRENCHLESS INSTALLATION TB JB w/MH
48"
RC
P-IIISubmitted 2/1/2022
48" WW & 1SBW
WOODSWOODSWOODSMTL
MT
L
MTLM
TLMT
L
BST
BST
48" WW & 1 SBW
48" WW & 1 SBW 48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
48" WW & 1 SBW
SO
IL
SOIL
1 S F D
S
SOIL
SOIL
SOIL
WOODS
WOODS WOODS
WOODS
WOODS WOODSWOODSMTLMT
L MTLWOODS
48" WW & 1 SBW
MTL MTL MTL MTL
MTL
MTL
MTL
1 SBKDCONC WOODS
WOODS
MTL
MTL
MTL
MTL
WOODS
WOODS
BILLBOARD
RI
P RAPI-95 SBL 47' BST
I-95 SBL 47' BST
I-95 SBL 47' BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
SR
186
3 PEMBROKE LN VAR BSTSR 1863

PEMBROKE LN

VAR BSTSR 1861 POVERTY FLATS RD VAR BSTSR 1861 POVERTY FLATS RD 20' BST
SR 1861 POVERTY FLATS RD VAR BST
36
" C&G36" C&G3
6" C&G30" C&G
36" C&G
I-95 ON RAMP VAR BST
42" C
&G
12' BST
9' BST
9' BST
12.5' BST
5' BST
9' BST
EIP
EIP
EIP
EIPR/W MON R/W MONR/W MON
N 40°47'19" E
166.04'N 49°13'45" WN 64°32'15" WN 63°06'18" W1324.81'S 63°53'48" E2029.54'
N 20°38'36" E
93.45'N
6
9
°
5
8'
5
1" W2
6
1
.
2
4'N 64°39'55" W206.28'N 64°41'21" WS
7
1°
4
7'
1
4
" E2
9
9
.
3
0'
1 SBW
48" WW &
48" WW & 1 SBW
48" WW & 1 SBW
S 63°36'05" E222.88'
N 36°23'41" E
459.39'209.50 TO R/W205.98' TO EI
P257.69' TO R/W257.26' TO EI
P248.29' TO R/W248.07' TO EIPEXI
STI
NG R/
W
T
T
T
VA
LVE
FORC
EMA
IN
VALVE
FORCEMAIN
OPTIC TEST STATION
TELEPHONE FIBER
8"
8"
8"8"8"
8"8"4"
4"
4"4"4"4"4"4"4"4"FOFOFOFOFO
F
OFOFOTWOODSR/W MON36" C&GSR 1861 POVERTY FLATS RD VAR BST8"4"FO18" RCP18" RCP24" RCP INV=125.91'INV=126.47'
15" CMPCB
CONC
CONC
CONC
DI
DI
CBCB15" CMP15" CMP18" RCP15" CMP15" R
CP
CB
CBCBCBCBCB15" RCP18" RCP18" RCP18" CMP DI
CB
CB
CB
42" RCP
18
" CMP
DI
30" RCP
30" RCP
42" RCP
CONCC
O
N
C
D
E
C
K
C
O
N
C
D
E
C
KINV=125.91'15" CMP18" RCP1
3
0 130130
130
130130130130130130 130
130 130 130 130 130
130 130
130130130130130130
13
0
13013
0 130130130130130130130130130130
130130130130130130
130
130130130130130 130130
130
130
130130130130130130130130130130
130
130
130
130
130
130130
1
30
130130
130130130 130130
13
0 1401401
4
0
140
140
140
140
140140140140
14014
0
140
140 140140140140
1
4
0 140140140140140150150150150
150
150
150150150150
15015015015
0150 1601
6
0
160
160
160 160160160 160 170170
1
7
0
13013
0
140130130
122.0124.0124.0124.0126.0
126.012 6 .01
2
6
.0 126.0126.0126.0126.0126.0126.0126.0
12
6.0126.0126.0126.0 126.0126.0
126.0126.0126.0126.0126.0126.0
126.0
12
6.0126.0126.0126.0126.0126.0
126.0126.0126.0126.0126.0126.0
126.0126.0
126.0
12
6.0
12
6.0 126.012
8.0
12
8.0128.0
128.0128.0128.0128.0 128.0128.0
128.0128.0128.0128.0128.0128.0128.0128.0
128.0 128.0128.0128.0
128.0
128.0
12
8.0 128.0128.0128.0128.0
128.0
128.0
128.0128.0 128.0128.0128.0128.0128.0128.0
128.0
128.01
2
8.
0
128.0128.0128.0128.0
1
2
8.0
12
8.0128.012
8.0
128.0
128.0
1
2
8.0128.0128.0 128.0128.0128.0
128.012
8.0 128.0128.0
1
2
8.
0
128.0128.0128.0128.012
8.0
128.0
12
8.0
128.0
128.0128.0128.0128.01
2
8
.0
128.0
1
2
8.0
128.0
128.0 128.0128.0
12
8.0
128.0
128.0128.0
128.0
12
8.0128.0128.0128.0128.0128.0128.0128.0
128.0128.012
8.0
128.0128.0128.0 128.0128.0128.0128.0128.0128.0128.0128.0128.0128.012 8 .0128.0128.0
128.0128.0128.0128.0128.0128.012
8.0
128.0128.0
128.0128.0128.0
128.0
12
8.0
128.0
128.012
8.0
128.0128.0128.012
8.0
128.0128.0128.0
128.0
128.0
132.0132.0132.0132.0
132.0
132.0 132.0132.0
132.0
132.0
132.0132.0
132.0132.0132.0132.0
132.0132.0
132.0 132.0132.0132.0132.0132.0132.0132.0
132.0
132.0132.0 132.0132.0132
.0
13
2.013
2.0
132.013
2.0
132.0132.0132.0132.0
13
2.0
13
2.0
13
2.0
134.0
134.0134.0134.0
134.0134.0
134.0134.0
134.0
134.0
134.0134.0134.0134.0
134.0134.0134.0
136.0136.0136.0
136.0
1
36
.
0
136.0136.0136.0
136.0136.0136.0138.0138.0138.0
138.0138.0138.013
8
.0138.0
138.0138.0138.0142.0
142.0
14
2.0 142.0142.0142.0142.0142.014
2.0
14
2.0144.0
144.0
144.0144.0144.0144.0
144.0146.0146.0
146.0
146.014
6.0146.0 148.0148.0148.0
148.0148.0148.01
4
8.0
152.0152.0152.0152.0152.0152.0152.0154.0154.015
4.0
154.0
154.01
5
6.
0
156.0
156.0
156.01
58
.
0
158.0
158.0158.0
158.0
162.0
162.0162.0
162.0 164.0164.0164.0166.0
166.0166.0168.0
168.0
172.0
128.0134.0126.0
126.0128.0 124.0124.012
6.0
126.0126.0126.0126.012
6.0128.013
2.0
134.0
136.0
138.0
142.012
8.012
8
.0128.0128.0128.0128.0 128.0132.0134.0
12
8.0
128.0
POND
POND
POND
PONDResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WM
WS
WR
WN
WO
BAKER SWAMP 1 PONDCAT-1
B-77
40+00
180+00
35+00
30+00
25+00
190+00
10+00
195+00
15+00-L-
B-77
185+00175+00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
B-77
BEGIN WW FENCEB-
7
7
B-
7
7
P
E
MBROKE
L
N.
2
5
+
0
0
30+00
35+00GREU TL-3
END WW FENCE
PROP
. WOV
EN
W
IRE
FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING C/A FENCE
RETAIN EXISTING FENCE
RETAIN EXISTING SBG
BEGIN WW FENCE
END GLARE SCREEN
BEGIN GLARE SCREEN
RETAI
N EXI
STI
NG SBGRETAI
N EXI
STI
NG SBGRETAI
N EXI
STI
NG SBGRET
AI
N E
XISTI
N
G SB
G-Y4-140';;
;
;
;
;
;;
CHORD
100.00', 115.00' RT
-Y5RPC-+50.00100'+85.00
140.00', 165.00' LT
C
C
F
C
F
F
C
F
C
F
C
F
F
F
F
C
F
F
F
C
C
C
F
F
C
1901 1902
19
2
2
1920
19
10
19
11
1912
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_final_psh19_CON.dgnaburkeHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA. 171+00.00 SEE SHEET 18MATCHLINE -L- STA. 198+50.00 SEE SHEET 2019
MATCHLINE -Y4- 21+00.00 SEE SHEET 69
SEE SHEET 70MATCHLINE -Y4- STA. 39+00.00MA
T
C
H
LI
N
E -
Y5
RP
B- 2
2
+0
0.0
0 S
E
E S
H
E
E
T 68
NAD 83/ NA 2011
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
(SR 1933)
PEMBROKE LANE
I-5986
PLANS
GRAPHIC SCALESEE SHEET 20-Y5RPC- STA. 16+50.00MATCHLINEREVISIONS
FOR -Y5RPC- PROFILE SEE SHTS. 166
FOR -Y5RPB- PROFILE SEE SHTS. 164 THRU 165
FOR -Y4- PROFILE SEE SHTS. 150 THRU 151
FOR -LRT SEC1- PROFILE SEE SHTS. 98 THRU 100
FOR -LLT SEC1- PROFILE SEE SHTS. 98 THRU 100
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
SITE 14
SITE 16
F
SITE 13
SITE 15
SITE 54C
F
F
SITE 15
MATCHLINE -Y4- 21+00.00 SEE SHEET 69
SITE 54C
SEE INSET A
10+00
PROP. WOVEN WIRE FENCE
BEGIN WW FENCE
;F
SEE INSET B
78.56', 110.00' LT
-Y4- +00.00
F
SEE INSET C
92.22' RT
-Y4- +74.00177.29', 213.00' RT
-Y4- +56.35
F
SEE INSET D15+00PROP
. WOV
EN
W
IRE
FENCE
;100'F
1922
SEE SHEET 20-Y5RPC- STA. 16+50.00MATCHLINEC
SEE INSET E
F
B
C
INSET A
SEE INSET A
SEE INSET B
INSET B
INSET C
SEE INSET C
INSET D
SEE INSET D
INSET E
SEE INSET E
ENGLISH
SHEET 37 OF 163
PERMIT DRAWING
0
SCALE FOR INSET
50 50 100
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
T T FILL IN WETLAND
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
0
SCALE
100 50 100 200
SEE INSET F
INSET F
REVISED 1/26/2022
2GIB-WSF
2GIA-WSF2GIA-WSF
2GIB-WSF
P
P
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI 15" RCP-IV
W/14 SY GEOFAB
5 TONS CL B RIPRAP
REMOVE DI
P
P
W/ FLOWABLE FILL
PLUG & FILL
2GIB-WSF
2GIB-WSF
2GIB-WSF
15" RCP-IV 2GIB-WSF
2GIA-WSF 2GIB-WSF
HW
SEE DETAIL O
SP. LAT. 7' BASE DITCH
SEE DETAIL V
SP. CUT 7' BASE DITCH
P
W/ FLOWABLE FILL
PLUG & FILL
P
P
P
W/ FLOWABLE FILL
PLUG & FILL
REMOVE DI
RETAIN
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
TRENCHLESS INSTALLATION 54" WELDED STEEL (NOT BURIED)
W/62 SY GEOFAB
33 TONS CL I RIPRAP
RETAIN
HW
RET
AIN
RETAINSEE DETAIL B
SPECIAL CUT DITCH 24" RCP-IVRETAINRETAINRETAINRETAI
NSYSTEMRETAINSYSTEMRETAINSYSTEMRETAI
NRETAIN2GIA-WSF
48" WELDED STEEL TRENCHLESS INSTALLATION TB JB w/MH
RETAIN
RETAIN
Adj. CB
RETAIN CB RETAI
N
S
YS
T
EMRETAIN
SYSTEMRETAIN
48" WELDED STEEL TRENCHLESS INSTALLATION OUT
CLEAN
PIPE 48" RC
P-III48" RC
P-III
SEE DETAIL T
STANDARD V DITCH W/39 SY GEOFAB
20 TONS CL I RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
15" RCP-IV
18" RCP-IV
24" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV
24" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
15" RCP-IV
Q10=170 cfs
V10=1.77 ft/s
OUT
CLEAN
PIPE
P
W/ FLOWABLE FILL
PLUG & FILL
W/39 SY GEOFAB
20 TONS CL I RIPRAP
TRENCHLESS INSTALLATION 54" WELDED STEEL (NOT BURIED)HW
TRENCHLESS INSTALLATION 54" WELDED STEEL (NOT BURIED)RETAINQ10=170 cfs
V10=1.77 ft/s48" WELDED STEEL TRENCHLESS INSTALLATION TB JB w/MH
48"
RC
P-IIISubmitted 2/1/2022
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW BILLBOARDMTL MTL MTL
I-95 SBL 37' BST
I-95 NBL 37' BST
48" WW W/1SBW
48" WW W/1SBW
EXISTING R/W
EXISTING R/W
14
8.80
R/R RAIL
E IP
N
72°3
4'46
" E56
3.85'N 11°33'25" W747.94'S 89°55'10" W71
6.17'
S 00°35'52" E1849.48'RR SPIKE IN BASE OF 24 INCH PINE
149.74
BILLBOARD24" RCP24" RCP18
"
R
C
P
FES
CONC HW
18"
R
C
P
DI
FES
FES
DI
2
4
"
R
C
P
CONC PAVED DITCHCONC PAVED DITCH
CONC PAVED DITCH
POND
POND
140.24*139.65*139.60*
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WAK
WAL
WAI
WAJ
PI
PH
430+00 435+00 440+00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
;
;
;
;C
F
FF
C
F
C
C C
F
FF
C
F
C
F
C
C
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 2\I-5986A_hyd_4B_psh36.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
36
MATCHLINE -L- STA. 428+00.00 SEE SHEET 35MATCHLINE -L- STA. 442+00.00 SEE SHEET 37FOR -LRT_SEC2- PROFILE SEE SHTS. 117 THRU 118
FOR -LLT_SEC2- PROFILE SEE SHTS. 117 THRU 118
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
SITE 30
SITE 30
SITE 30
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
**
*
**
*
**
*
*ENGLISH2550100050
SCALE
SHEET 79 OF 163
PERMIT DRAWING
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
REVISED 1/26/2022
P
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVE DI
P
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
P
P
FILL
W/ FLOWABLE
PLUG & FILL
P
REMOVE DI
SEE DETAIL Z
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
2GIA-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF
SEE DETAIL F
SP. CUT BASE DITCH
FILL
W/ FLOWABLE
PLUG & FILL
OF 24" RCP
REMOVE 10'
OF 24" RCP
REMOVE 10'
OF 24" RCP
REMOVE 10'
OF 18" RCP
REMOVE 10'
OF 18" RCP
REMOVE 10'
SEE DETAIL H
TOE PROTECTION
15" RCP-IV
15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
15" RCP-IV
24" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
SEE DETAIL AN
ROCK FILL IN POND
Q10=33.8 cfs
V10=2.00 ft/s
Submitted 2/1/2022
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW BILLBOARDMTL MTL MTL
I-95 SBL 37' BST
I-95 NBL 37' BST
48" WW W/1SBW
48" WW W/1SBW
EXISTING R/W
EXISTING R/W
14
8.80
R/R RAIL
E IP
N
72°3
4'46
" E56
3.85'N 11°33'25" W747.94'S 89°55'10" W71
6.17'
S 00°35'52" E1849.48'RR SPIKE IN BASE OF 24 INCH PINE
149.74
BILLBOARD24" RCP24" RCP18
"
R
C
P
FES
CONC HW
18"
R
C
P
DI
FES
FES
DI
2
4
"
R
C
P
CONC PAVED DITCHCONC PAVED DITCH
CONC PAVED DITCH
140140140 140140140140140140140 1
4
0
140140140140150
15015
0150
150150 150150142.0142.0 142.0142.0
142.0 142.014
2.0
142.0142.01
4
2.
0 142.0142.0
142.0
142.0142.0
142.0142.0142.0142.0142.0142.0 142.0144.0144.0
144.0144.0144.0
144.0
144.0
144.0144.014
4.0
144
.0144.0144.0144.0
144.0144.0
144.0
144.0146.0146.0146.0146.0146.0
146.0
146.0146.0
146.0146.0
146.0
1
4
6
.
0146.01
4
6.0
146.0146.0 146.0
146.0
146.0
1
4
6
.
0
146.0146.0146.0
14
8.0
148.0148.0148.0
148.0 148.0148.0148.0 148.0148.0148.01
4
8.0
148.0
148.0
148.0 14
8
.0148.0 148.0148.0148.0148.0148.0148.0
15
2.0
POND
POND
140.24*139.65*139.60*
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WAK
WAL
WAI
WAJ
PI
PH
430+00 435+00 440+00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
;
;
;
;C
F
FF
C
F
C
C C
F
FF
C
F
C
F
C
C
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 2\I-5986A_hyd_4B_psh36_CON.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
36
MATCHLINE -L- STA. 428+00.00 SEE SHEET 35MATCHLINE -L- STA. 442+00.00 SEE SHEET 37FOR -LRT_SEC2- PROFILE SEE SHTS. 117 THRU 118
FOR -LLT_SEC2- PROFILE SEE SHTS. 117 THRU 118
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
SITE 30
SITE 30
SITE 30
ENGLISH2550100050
SCALE
SHEET 80 OF 163
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
**
*
**
*
**
*
*
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
REVISED 1/26/2022
P
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVE DI
P
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
P
P
FILL
W/ FLOWABLE
PLUG & FILL
P
REMOVE DI
SEE DETAIL Z
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
2GIA-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF
SEE DETAIL F
SP. CUT BASE DITCH
FILL
W/ FLOWABLE
PLUG & FILL
OF 24" RCP
REMOVE 10'
OF 24" RCP
REMOVE 10'
OF 24" RCP
REMOVE 10'
OF 18" RCP
REMOVE 10'
OF 18" RCP
REMOVE 10'
SEE DETAIL H
TOE PROTECTION
15" RCP-IV
15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
15" RCP-IV
24" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
SEE DETAIL AN
ROCK FILL IN POND
Q10=33.8 cfs
V10=2.00 ft/s
Submitted 2/1/2022
10' B
ST
4
8" WW
W/1SBW48" WW W/1SBW
48" WW W/1SBW
GR18.5'
SR
1860
GORDON
W
ILL
IAMS RD
21' BS
T
MTL
MTL
MTL
MTL
MTL
MTL MTLMTLMTL
MTL
NC 82 GODWI
N FALCON RD
2
3' BSTMT
LMTL
MTL10' GR
(RUI
NS)CONC FOUNDATI
ON10' SOILB
STBSTBSTSOI
LSOI
LCONCBST
CONC
WOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
GRASS
17' SOILCONC PAD66" CHL48"
WW W/
1
SBWWOODS
PI
NE
S 6.5'
SOIL10' S
OIL
MTL
MTL
MTL
MTL
WOODS W/LTGUYW/LTWOODS
WOODS
WOODS
WOODS
W
OODSW
OO
DSLPLPI-95 SBL VAR BST
I-95 NBL VAR BST
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST 45' BST5
0' BSTI-95 ON RAMP 23' BST
I-95 OFF RAM
P 24' BSTI-95 OFF RAMP VAR BSTI-95 ON RAMP VAR BST
BROKEN BSTBST10' BST
10.5' BST
3.5' BST
3.5' BST
SR
186
0 GORDON WI
LLI
AMS RD 21.5' BSTNC
8
2
GODWI
N
F
ALCON RD
2
3
' BSTNC
8
2
GODWI
N FALCON RD
2
2' BSTWPCONC ISL
CONC
ISL
48" WW 1SBW
N 43°15'27" E
1908.39'N 36°30'33" W183.00'EXI
STI
NG R/
W
EXI
STI
NG R/
W
EXISTING R/W
S 47°00'53" E3.70'S 67°52'52"
WS 47°00'53" E154.54'EI
PEI
P
S
7
0
°
2
2'
4
4
" E1
4
6.
8
6'
N 19°36'48" E
292.00'
S
7
0
°
2
3'
1
2
" E4
0
0
.
0
0'
N 19°36'48" E
292.60'N 23°10'55" W40.36'EXI
STI
NG R/
WN 62°03'33" WS 47°00'53" E165.86'N 42°46'54" E
472.76'S 59°09'06" E449.60'EXI
STI
NG R/
W
EXISTING R/WEXISTING R/
W
S 30°50'54" W
164.58'
N 30°50'46" E
1352.23'
90015145.00BL*3604 MTL BILLBOARDGRAVEL20'R/W MON
R/W MON
R/W MONR/W MON R/
W
M
ONR/W MONECMHHHHTCTTTSPHHTSPFOFOFO(TS
)8"8
"
8
"RECORDPLACED PER UTI
LI
TYFOUND
I
N FI
ELDTELEPHONE PED NOTS 29°39'52" W
238.44'
3
01.86'EXI
STI
NG R/WWAT
ER PU
MP
ICV
ICV
SPO
UTBILLBOARD
DIESEL TANK
W
OO
DSvvv
vvv15" RC
P CONC BRI
DGE15
" RCP1
5
" RCP
J
BPOSS8" CMP
18" RCP
18" RCP8" CMP
8" CMP
8" CMP24" RCP18" RCP24" RCPFESDIDI
DI
2
4
" RCP
2
4
" RCP
2
4
" RCP
DI
DI
CONC HW
FES
FES
DI
CONC HW
FES18" RCPFESDI
18" RCP
18" RCP8" CMP
DI
CBCBCBCB18" RCPHW
CONC
HW
CONC
HW
CONC
HW
CONC
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
15" RCP BRI
DGE
#
3
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WAT
WD FFC
C
C
C
C
F
F
F
F
F
F
F
C
C
C
F
F
C
C
C
C
F
C
C
F C
F
F
F
F
F
C
F
F
C
C
C
F
C
C
C
C
F
FF
F
F
F
F
F
F
C C
C
C
C F
F
F
C
C
C
F
C
F
F
F
F
C
C
F
C
C
C
C
C
C
FF
C
F
F
C
C
C C
C
F
C
F
C
C
C C
C
C
C
C
C
C
C
CCCCPROP. FENCE
W
OVEN WI
REPROP. FENCE WOVEN WIRE
PRO
P. FENCE
W
OV
EN
W
I
REPROP. FENCE WOVEN WIRE
(CHORD)
(CHORD)
PROP. FENCE WOVEN WIRE
(CHORD)
(CHORD)
(CHORD)
(CHORD)
WIRE FENCE
PROP. WOVEN
NAD 83/ NA 2011
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 3\I-5986A_hyd_prm_psh48.dgnaburkeHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
48
MATCHLINE -L- STA. 577+00.00 SEE SHEET 47MATCHLINE -L- STA. 605+00.00 SEE SHEET 49MATCHLINE -Y9A- STA. 18+00.00 SEE SHEET 77
I-5986A
PAVEMENT REMOVAL
SEE SHEET 78
MATCHLINE -Y9C- STA. 12+00.00
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,200
56,100
73,100
55,800
2,400
1,300
I-95 I-95
1,300
600
(NC 82)
GODWIN-FALCON ROAD
(NC 82)
GODWIN-FALCON ROAD
3,100
1,300
1,000
300
900
500
700
400
FOR -SR5- PROFILE SEE SHTS. 196 & 197
FOR -RAB_Y9BC- PROFILE SEE SHT. 188
FOR -RAB_Y9AB- PROFILE SEE SHT. 188
FOR -Y9RPD- PROFILE SEE SHT. 192
FOR -Y9RPC- PROFILE SEE SHT. 191
FOR -Y9RPB- PROFILE SEE SHT. 190
FOR -Y9RPA- PROFILE SEE SHT. 189
FOR -Y9C- PROFILE SEE SHT. 188
FOR -Y9B- PROFILE SEE SHT. 187
FOR -Y9A- PROFILE SEE SHT. 187
FOR -L- PROFILES SEE SHTS. 129 THRU 131
PLANS
GRAPHIC SCALE
100
SEE SHTS. 2B-1 THRU 2B-3
FOR CROSS-SECTION LAYOUT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SEE SHT. 2A-7
FOR BRIDGE SKETCH-SR5- STA 21+95.00 SEE SHEET 47MATCHLINESEE SHEET 78
-SR5- STA. 38+50.00
MATCHLINE
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
TRUCK APRON
FOR ROW ACQUISITION.PARCELS #123 THRU #161 HAVE NOT BEEN RELEASED
REVISIONS
D
A
B
C
GREU TL-3
GREU TL-3
B-77
B-77
580+00
585+00
590+00
595+00
600+00
10
+
0
0
15+002
0
+00
10
+0
010+0010+0015+00
20+00
25+00
15+00
20+00
-RAB_Y9AB-
-Y9
B-
-Y9
B--RAB_Y9BC-GREU TL-
3
TYPE-
I
I
I TYPE=I
I
ICAT-1TYPE-
I
I
I TYPE-
I
I
I
CAT-1GREU TL-
3
-Y9RPD-
-
Y9
C-
-Y9RPB-
10+00
15
+
00
20+00
25
+
00
GREU TL-3
15+0020+0025+00
-Y9RPA--Y9RPA
-35+0030+0025+00
-Y9
RPC-
CAT-1
SITE 35
***
**
**
**
*
SITE 59
(CHORD)
SEE INSET A
C
SEE INSET B
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
ENGLISH
SHEET 96 OF 163
PERMIT DRAWING
0
SCALE FOR INSET
50 50 100
0
SCALE
100 50 100 200
INSET A
SEE INSET A
SEE INSET B
INSET B
REVISED 1/26/2022
REMOVE CB
REMOVE CB
REMOVE
REMOVE
REMOVE
REMOVE REMOVEDI
INV. OUT = 155.4'
5 SY GEOTEXTILE
1 TON CL B RIP RAP
15" RCP-III
15" CSP 2 ELBOWS
INV. OUT = 147.3'
42 SY GEOTEXTILE
16 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
15" RCP-IV
INV. IN = 151.2'
15" RCP-III
15" CSP 2 ELBOWS
2GIB-WSF
INV. OUT = 147.4'
21 SY GEOTEXTILE
7 TON CL B RIP RAP
48" RCP-IV48" RCP-IV48" RCP-IV
2GIA-WSF
2GIA-WSF
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
HW
INV. IN = 143.2'REMOVEREMOVE
REMOVE DI
REMOVE DI
REMOVE DI
P
P
P
P
P
P
P
P
INV. OUT = 155.4'5 SY GEOTEXTILE
1 TON CL B RIP RAP
15" RCP-III
4
8" RCP-
I
V4GI
INV. OUT = 140.5'
50 SY GEOTEXTILE
26 TON CL I RIP RAP
REMOVE DI
GRADE TO DRAIN
DI
1
5
"
R
C
P-I
I
I RCP-III 15"CB-G
15" RCP-III 15"
R
CP-II
I
CB-F
5 SY GEOTEXTILE
1 TON CL B RIP RAP
INV. OUT = 157.7'
INV. OUT = 154.5'
CB-F
CB-F
SEE DETAIL D
LATERAL BASE DITCH GRADE TO DRAI
NCB-G
CB-F
CB-F
DI
15" RCP-III
15" RCP-III
RCP-III 15"
RCP-III 15"
RCP-III
15"
18" RCP-III
18" RCP-III
TB JB w/MH
INV. OUT = 153.8'
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
S
E
E DET
AIL BSP
E
CI
AL CUT DIT
C
HSEE DETAIL B
SPECIAL CUT DITCH
CB-G
DI15" RCP-III RCP-
I
I
I
1
5
"
CB-F
INV. OUT = 147.4'
7 SY GEOTEXTILE
2 TON CL B RIP RAP
CB-F 15" RCP-III
5 SY GEOTEXTILE
1 TON CL B RIP RAP
INV. OUT = 159.2'
2 E
L
B
O
WS
15" CS
P
SEE DETAIL AG
LATERAL RIPRAP BASE DITCH
SEE DETAIL AB
MEDIAN BASE DITCH
SEE DETAI
L ABM
EDI
AN BASE DI
TCHSEE DETAIL AB
MEDIAN BASE DITCH
REMOVE REM
OVEREMOVEREMOVESEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOV
E
REMOVESEE DETAIL C
SPECIAL LATERAL BASE DITCH
CB-F15" RCP-III
DUE TO 0.4% SUPERELEVATION.
-Y9RPC-. SPREAD IS LARGE
RUNOFF BEFORE CROSSING
INLET PLACED TO CAPTURE CB-G
CB-F
15" RCP-III
15" RCP-III
15" RCP-III
CB-F
CB-G
15" RCP-III
CB-F
15" RCP-III
DUE TO 0.2% SUPERELEVATION.
-Y9RPA-. SPREAD IS LARGE
RUNOFF BEFORE CROSSING
INLET PLACED TO CAPTURE
2GIB-WSF
2GIB-WSF
2GIB-WSF 2GIB-WSF
30" RCP-IV
15" RCP-IV
15" RCP-I
V
INV. IN = 151.3'
OEP
OEP
SEE DETAIL I
STANDARD BASE DITCH SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL I
STANDARD BASE DITCH
DI
24" RCP
REMOVE 10'
24" RCP
REMOVE 10'
GRADE TO DRAIN
SEE DETAIL F
SPECIAL CUT BASE DITCH
2GIB-WSF
2GIB-WSF
15" RCP-III
SEE DETAIL F
SPECIAL CUT BASE DITCH
2
4
" RCP-I
V15" RCP-IV INV. IN = 152.1'
INV. OUT = 152.1'
INV. OUT = 151.75'
7 SY GEOTEXTILE
2 TON CL B RIP RAP
14 SY GEOTEXTILE
5 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF2 @ 24" RCP-IVINV. OUT = 150.3'
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVEREMOVE DI
REMOVE DI
SEE DETAIL KLAT. V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
INV. IN = 151.0'
SEE DETAIL G
SPECIAL MEDIAN DITCH
18" RCP
REMOVE 10'
REMOVE 10' OF 18" RCP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
W/FLOWABLE
PLUG & FILL W/
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL I
BASE DITCHSTANDARD
18" RCP-IV
18" RCP-IV
2GIB-WSS
2GIB-WSS
30" RCP-IV
18" RCP
REMOVE 40'
SEE DETAIL F
BASE DITCH
SPECIAL CUT
GEOTEXTILE
RIP RAP 5 SY
1 TON CL B
GEOTEXTILE
RIP RAP 10 SY
3 TON CL B
18" RCP-IV
JB w/MH
JB w/MH
SEE DETAIL AC
SPECIAL CUT BASE DITCH
21 SY GEOTEXTILE
8 TON CL B RIP RAP
SEE DETAIL F
BASE DITCH
SPECIAL CUT
SEE DETAIL F
BASE DITCH
SPECIAL CUT
SEE DETAIL B
SPECIAL CUT DITCH
W/ FLOWABLE FILL
PIPE THEN PLUG & FILL
OUTLET THROUGH EXISTING
INSTALL SHOULDER DRAIN
18"
18" 18"
V10=1.64 ft/s
Q10=16.3 cfs2 @ 24" RCP-IVSEE DETAIL I
BASE DITCHSTANDARD 21 SY GEOTEXTILE
8 TON CL B RIP RAP
S
E
E DE
T
AIL BSP
E
CI
AL CUT DIT
CHSubmitted 2/1/2022
10' B
ST
4
8" WW
W/1SBW48" WW W/1SBW
48" WW W/1SBW
GR18.5'
SR
1860
GORDON
W
ILL
IAMS RD
21' BS
T
MTL
MTL
MTL
MTL
MTL
MTL MTLMTLMTL
MTL
NC 82 GODWI
N FALCON RD
2
3' BSTMT
LMTL
MTL10' GR
(RUI
NS)CONC FOUNDATI
ON10' SOILB
STBSTBSTSOI
LSOI
LCONCBST
CONC
WOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
GRASS
17' SOILCONC PAD66" CHL48"
WW W/
1
SBWWOODS
PI
NE
S 6.5'
SOIL10' S
OIL
MTL
MTL
MTL
MTL
WOODS W/LTGUYW/LTWOODS
WOODS
WOODS
WOODS
W
OODSW
OO
DSLPLPI-95 SBL VAR BST
I-95 NBL VAR BST
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST 45' BST5
0' BSTI-95 ON RAMP 23' BST
I-95 OFF RAM
P 24' BSTI-95 OFF RAMP VAR BSTI-95 ON RAMP VAR BST
BROKEN BSTBST10' BST
10.5' BST
3.5' BST
3.5' BST
SR
186
0 GORDON WI
LLI
AMS RD 21.5' BSTNC
8
2
GODWI
N
F
ALCON RD
2
3
' BSTNC
8
2
GODWI
N FALCON RD
2
2' BSTWPCONC ISL
CONC
ISL
48" WW 1SBW
N 43°15'27" E
1908.39'N 36°30'33" W183.00'EXI
STI
NG R/
W
EXI
STI
NG R/
W
EXISTING R/W
S 47°00'53" E3.70'S 67°52'52"
WS 47°00'53" E154.54'EI
PEI
P
S
7
0
°
2
2'
4
4
" E1
4
6.
8
6'
N 19°36'48" E
292.00'
S
7
0
°
2
3'
1
2
" E4
0
0
.
0
0'
N 19°36'48" E
292.60'N 23°10'55" W40.36'EXI
STI
NG R/
WN 62°03'33" WS 47°00'53" E165.86'N 42°46'54" E
472.76'S 59°09'06" E449.60'EXI
STI
NG R/
W
EXISTING R/WEXISTING R/
W
S 30°50'54" W
164.58'
N 30°50'46" E
1352.23'
90015145.00BL*3604 MTL BILLBOARDGRAVEL20'R/W MON
R/W MON
R/W MONR/W MON R/
W
M
ONR/W MONECMHHHHTCTTTSPHHTSPFOFOFO(TS
)8"8
"
8
"RECORDPLACED PER UTI
LI
TYFOUND
I
N FI
ELDTELEPHONE PED NOTS 29°39'52" W
238.44'
3
01.86'EXI
STI
NG R/WWAT
ER PU
MP
ICV
ICV
SPO
UTBILLBOARD
DIESEL TANK
W
OO
DSvvv
vvv15" RC
P CONC BRI
DGE15
" RCP1
5
" RCP
J
BPOSS8" CMP
18" RCP
18" RCP8" CMP
8" CMP
8" CMP24" RCP18" RCP24" RCPFESDIDI
DI
2
4
" RCP
2
4
" RCP
2
4
" RCP
DI
DI
CONC HW
FES
FES
DI
CONC HW
FES18" RCPFESDI
18" RCP
18" RCP8" CMP
DI
CBCBCBCB18" RCPHW
CONC
HW
CONC
HW
CONC
HW
CONC
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
15" RCP BRI
DGE
#
3
140
150150
150150150
150
1501
5
015
0 150150150
150 150150150150
150 150150150150
150
150 150150150150150150
150150150
150
150
1
5
0150150
150
150150
150150150
150150150150150150
150150150
15015015015015015
0150
15
0 150150150150150
150
150150
150
150
150150
150
150 15015
0
150150150150150150150150150150150150150
15015
0
150150150150150150160160160
160160160160
160
160160
160160160160
160160
160160 16016016016016016
0
170
1
70170170
142.0 142.0142.0
142.0
142.0142.0142.0142.0144.0 144.0144.0144.0144.0144.0144.0144.0144.0144.0144.0
146.0146.0
146.0146.0146.0146.0146.0
1
4
6
.
0
146.0146.0146.0
146.0146.0146.0146.0146.0148.0148.0148.0 148.0148.0
148.0
148.0148.0
148.0
148.0148.0148.0148.0148.0148.0148.0148.0148.0 148.0148.0
148.0 148.0148.0148.0148.0
148.0
14
8.0
148.0
148.01
4
8.0148.0148.0148.0148.0148.0148.0148.0148.0148.0
14
8.0
148.0
1
4
8.0148.0148.0148.0
148.0
148.0
14
8
.0148.0148.0148.0148.0 148.0148.0148.0148.0148.0148.0148.0148.0148.014
8.0
148.0148.0148.0148.0148.0152.0
152.0152.0
152.0152.0
152.0152.0152.0
152.0
152.0
152.0152.0152.0152.0152.0152.0152.0152.0152.0152.0152.0152
.0152.0152.0152.0152.0152.0
152.0
152.0152.0 152.0152.0
15
2.0
152.0152.0
152.0
15
2.0
152.0152.01
5
2
.
0
152.0152.0
15
2.0
152.0152.0
152.0152.0
152.0152.0152.0152
.0152.0 152.0152.0152.0152.0152.0152.0152.0152.0
152.0152.0152.0152.0152.0154.0
154.0154.0154.0
154.0
154.0154.0154.0154.0154.0154.0
154.0154.0154.0
154.0154.0154.0154.0
154.0154.0
154.0154.0
154.0154.015
4.0154.0154.0154.0
154.0
154.0
154.0 154.0154.0154.01
5
4.0 154.0154.0154.0 154.0154.0154.0154.0156.0156.0 156.0156.0156.0
156.0
156.01
56
.
0
15
6.0
15
6.0
15
6.0
156.0156.0156.0156.0156.0156.0
156.0156.0
156.0156.0 156.0156.0
156.0 156.015
6.0156.0156.01
5
6
.0
156.0
156.0
156.0
156.0156.01
5
6.0 156.0156.0
15
6.0
156.0
156.0
1
5
6.
0
156.0156.0156.0156.015
6.0
156.0156.0156.0156.0156.0156.0156.0 156.0156.015
6.0
156.0158.0
158
.0
158.0158.0158.0
158.0158.0
158.0
158.0158.0158.0158.0158.0
158.015
8.0
15
8.0
158.0
158
.0
1
5
8
.0162.0162.0162.0162.0
1
6
2
.0
162.0162.0162.0162.0164.0
164.0
1
6
4.0
164.0164.0
164.
0
16
6.0166.0166.0166.0
166.0166.01
6
8.0
168.0
17
2.0172.01
7
4.0174.017
4.0174.0152.0152.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WAT
WD FFC
C
C
C
C
F
F
F
F
F
F
F
C
C
C
F
F
C
C
C
C
F
C
C
F C
F
F
F
F
F
C
F
F
C
C
C
F
C
C
C
C
F
FF
F
F
F
F
F
F
C C
C
C
C F
F
F
C
C
C
F
C
F
F
F
F
C
C
F
C
C
C
C
C
C
FF
C
F
F
C
C
C C
C
F
C
F
C
C
C C
C
C
C
C
C
C
C
CCCCPROP. FENCE
W
OVEN WI
REPROP. FENCE WOVEN WIRE
PRO
P. FENCE
W
OV
EN
W
I
REPROP. FENCE WOVEN WIRE
(CHORD)
(CHORD)
PROP. FENCE WOVEN WIRE
(CHORD)
(CHORD)
(CHORD)
(CHORD)
WIRE FENCE
PROP. WOVEN
NAD 83/ NA 2011
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 3\I-5986A_hyd_prm_psh48_CON.dgnaburkeHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
48
MATCHLINE -L- STA. 577+00.00 SEE SHEET 47MATCHLINE -L- STA. 605+00.00 SEE SHEET 49MATCHLINE -Y9A- STA. 18+00.00 SEE SHEET 77
I-5986A
PAVEMENT REMOVAL
SEE SHEET 78
MATCHLINE -Y9C- STA. 12+00.00
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,200
56,100
73,100
55,800
2,400
1,300
I-95 I-95
1,300
600
(NC 82)
GODWIN-FALCON ROAD
(NC 82)
GODWIN-FALCON ROAD
3,100
1,300
1,000
300
900
500
700
400
FOR -SR5- PROFILE SEE SHTS. 196 & 197
FOR -RAB_Y9BC- PROFILE SEE SHT. 188
FOR -RAB_Y9AB- PROFILE SEE SHT. 188
FOR -Y9RPD- PROFILE SEE SHT. 192
FOR -Y9RPC- PROFILE SEE SHT. 191
FOR -Y9RPB- PROFILE SEE SHT. 190
FOR -Y9RPA- PROFILE SEE SHT. 189
FOR -Y9C- PROFILE SEE SHT. 188
FOR -Y9B- PROFILE SEE SHT. 187
FOR -Y9A- PROFILE SEE SHT. 187
FOR -L- PROFILES SEE SHTS. 129 THRU 131
PLANS
GRAPHIC SCALE
100
SEE SHTS. 2B-1 THRU 2B-3
FOR CROSS-SECTION LAYOUT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SEE SHT. 2A-7
FOR BRIDGE SKETCH-SR5- STA 21+95.00 SEE SHEET 47MATCHLINESEE SHEET 78
-SR5- STA. 38+50.00
MATCHLINE
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
TRUCK APRON
FOR ROW ACQUISITION.PARCELS #123 THRU #161 HAVE NOT BEEN RELEASED
REVISIONS
D
A
B
C
GREU TL-3
GREU TL-3
B-77
B-77
580+00
585+00
590+00
595+00
600+00
10
+
0
0
15+002
0
+00
10
+0
010+0010+0015+00
20+00
25+00
15+00
20+00
-RAB_Y9AB-
-Y9
B-
-Y9
B--RAB_Y9BC-GREU TL-
3
TYPE-
I
I
I TYPE=I
I
ICAT-1TYPE-
I
I
I TYPE-
I
I
I
CAT-1GREU TL-
3
-Y9RPD-
-
Y9
C-
-Y9RPB-
10+00
15
+
00
20+00
25
+
00
GREU TL-3
15+0020+0025+00
-Y9RPA--Y9RPA
-35+0030+0025+00
-Y9
RPC-
CAT-1
SITE 35
***
**
**
**
*
SITE 59
(CHORD)
SEE INSET A
C
SEE INSET B
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
ENGLISH
SHEET 97 OF 163
PERMIT DRAWING
0
SCALE FOR INSET
50 50 100
0
SCALE
100 50 100 200
INSET A
SEE INSET A
SEE INSET B
INSET B
REVISED 1/26/2022
REMOVE CB
REMOVE CB
REMOVE
REMOVE
REMOVE
REMOVE REMOVEDI
INV. OUT = 155.4'
5 SY GEOTEXTILE
1 TON CL B RIP RAP
15" RCP-III
15" CSP 2 ELBOWS
INV. OUT = 147.3'
42 SY GEOTEXTILE
16 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
15" RCP-IV
INV. IN = 151.2'
15" RCP-III
15" CSP 2 ELBOWS
2GIB-WSF
INV. OUT = 147.4'
21 SY GEOTEXTILE
7 TON CL B RIP RAP
48" RCP-IV48" RCP-IV48" RCP-IV
2GIA-WSF
2GIA-WSF
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
HW
INV. IN = 143.2'REMOVEREMOVE
REMOVE DI
REMOVE DI
REMOVE DI
P
P
P
P
P
P
P
P
INV. OUT = 155.4'5 SY GEOTEXTILE
1 TON CL B RIP RAP
15" RCP-III
4
8" RCP-
I
V4GI
INV. OUT = 140.5'
50 SY GEOTEXTILE
26 TON CL I RIP RAP
REMOVE DI
GRADE TO DRAIN
DI
1
5
"
R
C
P-I
I
I RCP-III 15"CB-G
15" RCP-III 15"
R
CP-II
I
CB-F
5 SY GEOTEXTILE
1 TON CL B RIP RAP
INV. OUT = 157.7'
INV. OUT = 154.5'
CB-F
CB-F
SEE DETAIL D
LATERAL BASE DITCH GRADE TO DRAI
NCB-G
CB-F
CB-F
DI
15" RCP-III
15" RCP-III
RCP-III 15"
RCP-III 15"
RCP-III
15"
18" RCP-III
18" RCP-III
TB JB w/MH
INV. OUT = 153.8'
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
S
E
E DET
AIL BSP
E
CI
AL CUT DIT
C
HSEE DETAIL B
SPECIAL CUT DITCH
CB-G
DI15" RCP-III RCP-
I
I
I
1
5
"
CB-F
INV. OUT = 147.4'
7 SY GEOTEXTILE
2 TON CL B RIP RAP
CB-F 15" RCP-III
5 SY GEOTEXTILE
1 TON CL B RIP RAP
INV. OUT = 159.2'
2 E
L
B
O
WS
15" CS
P
SEE DETAIL AG
LATERAL RIPRAP BASE DITCH
SEE DETAIL AB
MEDIAN BASE DITCH
SEE DETAI
L ABM
EDI
AN BASE DI
TCHSEE DETAIL AB
MEDIAN BASE DITCH
REMOVE REM
OVEREMOVEREMOVESEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOV
E
REMOVESEE DETAIL C
SPECIAL LATERAL BASE DITCH
CB-F15" RCP-III
DUE TO 0.4% SUPERELEVATION.
-Y9RPC-. SPREAD IS LARGE
RUNOFF BEFORE CROSSING
INLET PLACED TO CAPTURE CB-G
CB-F
15" RCP-III
15" RCP-III
15" RCP-III
CB-F
CB-G
15" RCP-III
CB-F
15" RCP-III
DUE TO 0.2% SUPERELEVATION.
-Y9RPA-. SPREAD IS LARGE
RUNOFF BEFORE CROSSING
INLET PLACED TO CAPTURE
2GIB-WSF
2GIB-WSF
2GIB-WSF 2GIB-WSF
30" RCP-IV
15" RCP-IV
15" RCP-I
V
INV. IN = 151.3'
OEP
OEP
SEE DETAIL I
STANDARD BASE DITCH SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL I
STANDARD BASE DITCH
DI
24" RCP
REMOVE 10'
24" RCP
REMOVE 10'
GRADE TO DRAIN
SEE DETAIL F
SPECIAL CUT BASE DITCH
2GIB-WSF
2GIB-WSF
15" RCP-III
SEE DETAIL F
SPECIAL CUT BASE DITCH
2
4
" RCP-I
V15" RCP-IV INV. IN = 152.1'
INV. OUT = 152.1'
INV. OUT = 151.75'
7 SY GEOTEXTILE
2 TON CL B RIP RAP
14 SY GEOTEXTILE
5 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF2 @ 24" RCP-IVINV. OUT = 150.3'
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVEREMOVE DI
REMOVE DI
SEE DETAIL KLAT. V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
INV. IN = 151.0'
SEE DETAIL G
SPECIAL MEDIAN DITCH
18" RCP
REMOVE 10'
REMOVE 10' OF 18" RCP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
W/FLOWABLE
PLUG & FILL W/
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL I
BASE DITCHSTANDARD
18" RCP-IV
18" RCP-IV
2GIB-WSS
2GIB-WSS
30" RCP-IV
18" RCP
REMOVE 40'
SEE DETAIL F
BASE DITCH
SPECIAL CUT
GEOTEXTILE
RIP RAP 5 SY
1 TON CL B
GEOTEXTILE
RIP RAP 10 SY
3 TON CL B
18" RCP-IV
JB w/MH
JB w/MH
SEE DETAIL AC
SPECIAL CUT BASE DITCH
21 SY GEOTEXTILE
8 TON CL B RIP RAP
SEE DETAIL F
BASE DITCH
SPECIAL CUT
SEE DETAIL F
BASE DITCH
SPECIAL CUT
SEE DETAIL B
SPECIAL CUT DITCH
W/ FLOWABLE FILL
PIPE THEN PLUG & FILL
OUTLET THROUGH EXISTING
INSTALL SHOULDER DRAIN
18"
18" 18"
V10=1.64 ft/s
Q10=16.3 cfs2 @ 24" RCP-IVSEE DETAIL I
BASE DITCHSTANDARD 21 SY GEOTEXTILE
8 TON CL B RIP RAP
S
E
E DE
T
AIL BSP
E
CI
AL CUT DIT
CHSubmitted 2/1/2022
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
SITE 59
WETLAND
SHEET 98A OF 163
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
REVISED 1/26/2022
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
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\4C\I-5986A_hyd_prm_wet_XPL_SR5_SITE59.dgndefaultPROJ. REFERENCE NO.SHEET NO.0
6/23/16145 145
150 150
155 155
160 160
165 165
140 140
22+00.00
150 150
155 155
160 160
165 165
145 14522+50.00
150 150
155 155
160 160
165 165
145 14523+00.00
150 150
155 155
160 160
165 165
145 14523+50.00
150 150
155 155
160 160
165 165
145 14524+00.00
X-113I-5986A SECTION 3
-Y9RPC-
5 10
150.88
0.013
149.43
6:1
6
:1
0.039 0.039
33+99.57
-SR5-
3:14:1
149.39
147.16
6
:1 5:1
151.12
0.037
150.05
6:1
6
:1
0.040 0.040
34+53.57
-SR5-
3:14:1149.57
148.19
6
:1
5:1
151.93
0.061
150.98
6:1 0.040 0.040
35+09.87
-SR5-
6
:1 3:14:1149.75149.40
6
:1 5:1
151.74
0.080
6:1
0.036 0.036
35+67.57
-SR5-
3:14:1149.94149.85
5:15
:1
152.14
0.080
6:1
0.006 0.006
36+27.57
-SR5-
3:14:1150.14150.134.
0
5
:1
6:1
Submitted 2/1/2022
TO NC HWY 301VENT
S
S
T
S
SS
S
VAC/AIR
F
ILLE
R
CAPSS
S
S
TT
TSCB
S
SS
S
S
S
S S
S
S
8" PVCBST
BST
BST
BST
BST
BST
BST
GRAVEL
ENTRANCE WALK
1SFD
1SFD
TBM-1
WELL
GAS PUMPS
GAS PUMP
PB 20 PG 14
DB 9004 PG 324
LVST LLC
30' DRAINAGE & UTILITY EASEMENT PB 111 PG 71 ECMECMECMECMECMEIP EIP
EIPECMEIP
1.24 ECM-R/W 1.14 ECM-R/W
0.50 ECM-R/W
1.11 ECM-R/W
1.06 ECM-R/W
0.45 ECM-R/W
0.69 ECM-R/W
0.27 ECM-R/W
0.15 ECM-R/W
BOBONIS, ANGEL P.
DB 10792 PG 344
PB 113 PG 11
DB 6258 PG 173
EARTH PETROLEUM CORP
PB 137 PG 112
DB 10254 PG 388
BREWER, RANDY V
PB 99 PG 08
DB 5032 PG 683
LAMAR INVESTMENTS LLC
PB 122 PG 193
DB 9845 PG 703
RANK DEV INC
MWMP INVESTMENTS LLC
DB 5038 PG 406
BIJU, MINI; PATEL, MAMTA
DB 10032 PG 849
PB 130 PG 190 BIJU, MINI; PATEL, MAMTA
DB 8972 PG 661
PB 130 PG 190
MWMP INVESTMENTS LLC
DB 5038 PG 406
S TS LOOP SENSORS TS LOOP SENSORTS LOOP SENSORS
S
S
TS LOOP SENSORS
8" PVC8" PVC8" PVCLOOP SENSOR
6" DIPEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
BL-5BL-4BL-3BL-2BL-1SR 1832 MURPHY RD VAR BSTSR 1838 DUNN RD VAR BSTWOODS
WOODS
WOODS
WOODSECMW/R GNITSIXE
WOODS
ECMECMW/R GNITSIXE
BL-5
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
200.22
N65°31'26"W
200.00
N65°33'32"W
23.65
S53°42'16"E104.21N35°0'38"E173.31
N53°42'16"W
227.17
N54°59'24"W
263.54S35°14'23"W297.99N31°55'30"E110.76S35°53'30"W268.77
S59°22'32"E
214.50S35°54'36"W204.76N35°14'17"E100.00S30°56'28"W245.77S31°10'8"WCREEKREESE Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WCC
WACREEKREESE 15+00 20+00 25+00
GREU TL-3
GREU TL-3
TYPE III TYPE III
TYPE IIITYPE III+00.00500' MEDIAN TAPER
RETAIN EXISTING C/A FENCE
C/A
F
ENCE RETAI
N EXI
STI
NG
F
F
F
F
F
F
F
F
F
F
F
F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_psh63a.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/ NA 2011I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
NCDOT TO PROVIDE WETLANDS AND STREAMS
63A
FOR -YREV- PROFILE SEE SHT. 144 MATCHLINE -YREV- STA. 26+00.00 SEE SHEET 9SITE 57
SITE 57
SITE 57
TYPE III TYPE III
F
F
F F
MATCHLINE -YREV- STA. 26+00.00 SEE SHEET 9TYPE IIITYPE III
PROP. SBG
C/A
F
ENCE

RETAI
N EXI
STI
NG
F
F
F F
F
MATCHLINE -YREV- STA. 26+00.00 SEE SHEET 9TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
SEE INSET A
INSET A
SEE INSET B
INSET B
SHEET 134A OF 163
PERMIT DRAWING
REVISED 1/26/2022
ELBELB63A01
63A05
63A02
63A04
63A06
2GIB-NSF
2GIB-NSF
2GIB-NSF
2GIB-NSF
63A03
RCP-III
15"
15" RCP-III
2 ELBOWS
15" CSP
RETAIN
63A09
63A08
63A0715" RCP-III 2 ELBOWS
15" CSP
2GIB-NSF
2GIB-NSF
REMOVE
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/5 SY GEOFAB
1 TON CL B RIPRAP
W/5 SY GEOFAB
1 TONS CL B RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
63A10
TO BE REMOVED
2@9'x5' RCBC
EXISTING18"
V10=1.82 ft/s
Q10=7.94 cfs V10=0.82 ft/s
Q10=10.30 cfs
63A08
2GIB-NSF
63A07
2 ELBOWS
15" CSP
2GIB-NSF
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/5 SY GEOFAB
1 TON CL B RIPRAP
Submitted 2/1/2022
TO NC HWY 301VENT
S
S
T
S
SS
S
VAC/AIR
F
ILLE
R
CAPSS
S
S
TT
TSCB
S
SS
S
S
S
S S
S
S
CVP "8BST
BST
BST
BST
BST
BST
BST
GRAVEL
ENTRANCE WALK
1SFD
1SFD
TBM-1
WELL
GAS PUMPS
GAS PUMP
PB 20 PG 14
DB 9004 PG 324
LVST LLC
30' DRAINAGE & UTILITY EASEMENT PB 111 PG 71 ECMECMECMECMECMEIP EIP
EIPECMEIP
1.24 ECM-R/W 1.14 ECM-R/W
0.50 ECM-R/W
1.11 ECM-R/W
1.06 ECM-R/W
0.45 ECM-R/W
0.69 ECM-R/W
0.27 ECM-R/W
0.15 ECM-R/W
PB 14 PG 27
DB 10792 PG 344
BOBONIS, ANGEL P.
PB 113 PG 11
DB 6258 PG 173
EARTH PETROLEUM CORP
PB 137 PG 112
DB 10254 PG 388
BREWER, RANDY V
PB 99 PG 08
DB 5032 PG 683
LAMAR INVESTMENTS LLC
PB 122 PG 193
DB 9845 PG 703
RANK DEV INC
PB 99 PG 008
DB 5038 PG 406
MWMP INVESTMENTS LLC
PB 130 PG 190
DB 10032 PG 849
BIJU, MINI; PATEL, MAMTA
PB 130 PG 190
DB 8972 PG 661
BIJU, MINI; PATEL, MAMTA
DB 5038 PG 406
MWMP INVESTMENTS LLC
S TS LOOP SENSORS TS LOOP SENSORTS LOOP SENSORS
S
S
TS LOOP SENSORS
8" PVC8" PVC8" PVCLOOP SENSOR
6" DIPW/R GNITSIXE
W/R GNITSIXEW/R GNITSIXEW/R GNITSIXEW/R GNITSIXE
BL-5BL-4BL-3BL-2BL-1SR 1832 MURPHY RD VAR BSTSR 1838 DUNN RD VAR BSTWOODS
WOODS
WOODS
WOODSECMW/R GNITSIXE
WOODS
ECMECMW/R GNITSIXE
BL-5
WOODS
WOODS
PCR "81
PCR "81
PCR "81
PCR "81
PCR "81
PCR "81
200.22
N65°31'26"W
200.00
N65°33'32"W
23.65
S53°42'16"E104.21N35°0'38"E173.31
N53°42'16"W
227.17
N54°59'24"W
263.54S35°14'23"W297.99N31°55'30"E110.76S35°53'30"W268.77
S59°22'32"E
214.50S35°54'36"W204.76N35°14'17"E100.00S30°56'28"W245.77S31°10'8"W95100 100100100
100 100100100100100
100100
105105105105
105
105
105 110110110110110110
110
110
11
0
110
110115115115
115
115
115115115115
115 115115120120120120120120120120120 120120125
100
100100
10510511011595100100
100100105
105
105
1
1
0
110
11
5
9
6
969797 9798 9898989
9 9999991
0
0
100 100100101
101
101101101101101101101
101101
101
101101
101
101101101101101101
102102 102102102
102102
102 103103
10
3103
103103 104104104104 105105105 10610
6
106 106106
106 107107107
107
107107107107
107107
107108108108108
108108 108108
108108
108108108 109109
109109 109109109109110110110110111111111111
111 111111111111111 112112112
112112112112
112112112
112 113113113
113113113113113
113113113113113113
114
114 114114114114114
114
114114114114114115115115115115116116
116116
116116116 116116116
117117
117
117117
117117117117
118118
118118118
118118 11811911
9
119
119
119119119119120120120 120120120
120120120 1201
2
0
121
1211221239799101101101101102102102103103104104105106106107107108108109109110111111113113114114
9
6
96979798989
99910
0
101
101101
102
102
103
103 104104
105
1
06
106
107
107
108
109 109
111
113 114
114
116
123 CREEKREESE Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WCC
WACREEKREESE 15+00 20+00 25+00
GREU TL-3
GREU TL-3
TYPE III TYPE III
TYPE IIITYPE III+00.00500' MEDIAN TAPER
RETAIN EXISTING C/A FENCE
C/A
F
ENCE RETAI
N EXI
STI
NG
F
F
F
F
F
F
F
F
F
F
F
F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_psh63a_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/ NA 2011I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
NCDOT TO PROVIDE WETLANDS AND STREAMS
63A
FOR -YREV- PROFILE SEE SHT. 144 MATCHLINE -YREV- STA. 26+00.00 SEE SHEET 9SITE 57
SITE 57
TYPE III TYPE III
F
F
F F
MATCHLINE -YREV- STA. 26+00.00 SEE SHEET 9SITE 57
SEE INSET A
TYPE IIITYPE III
C/A
F
ENCE

RETAI
N EXI
STI
NG
F
F
F F
F
MATCHLINE -YREV- STA. 26+00.00 SEE SHEET 9SEE INSET B
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
SEE INSET A
INSET A
SEE INSET B
INSET B
SHEET 134B OF 163
PERMIT DRAWING
REVISED 1/26/2022
ELBELB63A01
63A05
63A02
63A04
63A06
2GIB-NSF
2GIB-NSF
2GIB-NSF
2GIB-NSF
63A03
RCP-III
15"
15" RCP-III
2 ELBOWS
15" CSP
RETAIN
63A09
63A08
63A0715" RCP-III 2 ELBOWS
15" CSP
2GIB-NSF
2GIB-NSF
REMOVE
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/5 SY GEOFAB
1 TON CL B RIPRAP
W/5 SY GEOFAB
1 TONS CL B RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
63A10
TO BE REMOVED
2@9'x5' RCBC
EXISTING18"
V10=1.82 ft/s
Q10=7.94 cfs V10=0.82 ft/s
Q10=10.30 cfs
63A08
2GIB-NSF
63A07
2 ELBOWS
15" CSP
2GIB-NSF
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/5 SY GEOFAB
1 TON CL B RIPRAP
V10=1.82 ft/s
Q10=7.94 cfs V10=0.82 ft/s
Q10=10.30 cfs
Submitted 2/1/2022
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-95605/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986_Rdy_pfl144_prm_site57.dgnaburke17+00
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
120
130
140
150
160
140
130
120
110
100
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00
150
160
170
180
190190
180
170
160
150
140
130
120
110
100
100
110
170
180
18+00 19+00 20+00 21+00 22+00 23+00
100
110
120
130
140
150
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-YREV-
-YREV-
24+00 27+0026+0025+00
9090
FOR -YREV- PLAN SEE SHEET 9_Reese and 63A_Reese
27+00 28+00 29+00 30+00
13+00 14+00 15+00 16+00
ENGLISH SITE 57SHEET 134C OF 163
PERMIT DRAWING
REVISED 1/26/20225/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986_Rdy_pfl144_prm_site57.dgnaburke17+00
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
120
130
140
150
160
140
130
120
110
100
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00
150
160
170
180
190190
180
170
160
150
140
130
120
110
100
100
110
170
180
18+00 19+00 20+00 21+00 22+00 23+00
100
110
120
130
140
150
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-YREV-
-YREV-
24+00 27+0026+0025+00
9090
27+00 28+00 29+00 30+00
13+00 14+00 15+00 16+00
144
FOR -YREV- PLAN SEE SHEET 9 and 63A
DS = 78 MPH
DS = 60 MPH
DS = 78 MPH
PI = 18+90.00
EL = 114.35'
(-)0.5000%(+)0.3000%
VC = 180'
K = 225
PI = 21+70.00
EL = 115.19'
(+)0.3000%(+)2.7000%
VC = 330'
K = 137
PROPOSED GRADE
EXISTING GROUND
INVERT ELEV. @ -YREV- = 98.7'
EXISTING 2@9'x5' RCBC
105.3'
100-YR
PI = 27+00.00
EL = 129.50'
(+)2.7000%
VC = 200'
K = 364EL. 120.13'
-YREV- 13+22.53
BEGIN 1 1/2" OVERLAY
EL. 114.80'
-YREV- 18+00.00
BEGIN GRADE
END OVERLAY
DESIGN FREQUENCY
DESIGN DISCHARGE
100 YEAR FREQUENCY
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
YRS
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
BRIDGE HYDRAULIC DATA
= 1,880
= 9,200
= 107.0
= 100
= 107.0
= 114.5
= 1,880
= 500+
Sta. 23+89.5 -YREV-
= 100
NORMAL WATER SURFACE ELEV = 99.8
(+)2.1500%
EL. 131.65'
-YREV- 28+00.00
BEGIN 1 1/2" OVERLAY
END GRADE
AT BRIDGE
END OVERLAY AT BRIDGE
BEGIN OVERLAY
PROPOSED OVERLAY
-YREV- STA. 39+00.00
END OVERLAY
RIGHT DITCH
(-) 0.7766%EL=103.00'
-YREV- STA. 20+38.00
BEGIN LAT. BASE DITCH RT.
EL=102.00'
-YREV- STA. 21+66.77
END LAT. BASE DITCH RT.
Submitted 2/1/2022
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
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_Rdy_xpl_YREV_site 57.dgnaburkePROJ. REFERENCE NO.SHEET NO.0
6/23/16105 105
110 110
115 115
120 120
100 10021+00.00
100 100
105 105
110 110
115 115
120 120
95 95
21+50.00
100 100
105 105
110 110
115 115
120 120
95 9522+00.00
100 100
105 105
110 110
115 115
120 120
125 125
95 9522+50.00
100 100
105 105
110 110
115 115
120 120
125 125
95 9523+00.00
I-5986A
-YREV-
5 10
ENGLISH
SHEET 134D OF 163
PERMIT DRAWING
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
SITE 57
REVISED 1/26/2022
S1 X-283
114.69
0.020 0.020
3:13:1
3:13:1
102.52
115.30
0.020 0.020
3:13:1
3:13:1
102.13
116.00
0.020 0.020
3:13:1
116.82
0.020 0.020
3:13:1
117.84
0.020 0.020
3:13:1
Submitted 2/1/2022
SSS6' VIN
YL
6' VINYL6' VINYL 8' CHL0.5' CONC. CURB
GAS PUMPSMTL CANWEI
GH SCALES1S BUSW
SOIL
SOIL
CO
NC
BST
BST BSTCONCCONC
CONCBSTBST
BST
WOODS
WO
O
D
S
s w
WO
O
D
SWOO
DSWO
O
DS
CONC
CO
NCCONC
WOODS
1SBKD
A
B
S
S
MH
RIM=133.78'IN
V C=12
5.48'IN
V B=12
5.62'INV A=125.56'C FO
U
N
D
N
OTEND
TRAPSGREASE
CONC BS
T
GRASS
GRASS
GRASS
GRASS
GRASS
D
K
HTR
DOG KENNEL
6' VINYL6' CL &
4
SBWGRASS
C
O
N
C
C
O
NC
GRAS
S CONCC
O
NC
CONC
C
O
N
C
CONCS
G
AT
E
S W/BK
GAT
E
BFP
S
S
BFP
6" CONC CURBBROKEN CONC CURB
3
0" C
&
G
24" C&G
C&G24"
6" CONC CURB
CONC
24" C&G
6" CO N C CU RB
24" C&G
C&G24"C&
G24"
24" C&G
24" C&G24" C&GBST
CONC
CONC
BST
BST
CONC
BST
8" CONC CURB
CURB
6" CO
NCCURB
6" CONC
24" C&G
24" C&GCURB6" CONCBST
CONC I
SLCONC I
SLCONC I
SLCONC
CAN
MTL
BST
BST
BST
CONC
8" PVC
A
A
B
A B
8" PVC IN
V A=130.92'RIM=136.78'SSMH
SSMHRIM=134.38'IN
V A=128.96'IN
V B=128.32'IN
V B=12
7.04'INV A=12
7.16'RIM=13
2.93
SS
MHWOODSMTLMTLSOIL
2 S BLK B
2 S BLK B
1 S BK B
SOIL
SOIL
SOIL
SOIL
CONCSOIL48" WW
& 1SB
W48" WW & 1SB
WWO
O
D
S
WO
O
D
S
WO
O
D
S
BST
BST
BST
WALL 60" WOOD
CO
NC
C
ONC
BST
SR 1863 PEMBROKE LN VAR BST36" C&G30" C&G
30" C&G
GOLDSBORO RD 28' BST
CO
NC ISL
CO
NC ISL
CONC ISL
BST
BST
BSTSR 1863 PEMBROKE LN 35' BST3.5' BSTRW DEED
DB 5221 PG 95
RW DEED
DB 5600 PG 688
N
C
D
OT
RIG
HT
OF WA
Y
DB 617
3 P
G 2
91
ACCESS EASEMENT
DB 8880 PG 349 WELL EASE
MENT
PB 12
1
PG 155
EI
PEIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIPR/W MONR/W MONR/
W MONR/W MO
NS 63°53'48" E2029.54'
N 12°38'46" E
157.38'N
7
8°17'4
6
" W4
2
3.6
3'
S 10°48'43" W
372.66'S 63°28'54" E51.07'N 60°41'51" W402.63'N 60°41'51" W264.72'S 60°37'33" E295.18'
S 31°13'18" W
732.18'
S 05°04'38" W
350.49'
S 04°09'32" E270.78'N 04°13'16" W271.41'
S 84°49'54" W121.93'S 84°52'33" W125.06'S 84°42'27" W126.75'N 03°52'19" E
266.23'
S 10°36'12" W
263.74'
S 10°37'47" W
71.78'
S 10°37'47" W
446.85'
N
7
9
°2
5'0
4" W12
4.8
4'
S 09°55'14" W
182.07'N 45°04'48" W109.57'N 06°06'27" W197.40'S 62°09'14" E163.96'S 27°09'13" E57.76'S 62°44'40" E137.55'S 03°32'34" E454.08'N 86°27'26" E252.00'S 00°20'17" E133.08'S 81°20'03" E
3
0.97'
S 26°56'56" W
230.20'
N 81°10'13" W9
8.15'
S

5
5
°12'
55
" W
4
3
.2
7'
S

5
5
°26'13
" W
62
.
82'
S 8
6°2
6'2
3" E
247.2
2'
N 13°51'35" E
61.37'
N 14°02'26" E
93.56'
N 13°5
8'44" E
30.0
2'N 13°58'4
4
" E
40.20'
S 27°50'18" W
8.47'
S 26°52'17" W
55.49'S 63°11'21" E198.05'
S 26°52'17" W88.39'
W
CITY OF EASTO
VER
CITY OF EASTOVER
CITY OF EASTO
VER
60.00'EXISTIN
G R/
W
EXISTIN
G R/
W
N 03°24'16" W315.02'EXI
STI
NG R/WEXI
STI
NG R/WTC
T
TTEST STATIONTELEPHONE FIBER OPTIC
V
ALVE
BLO
W
OF
F
VALVEAI
R RELEASE8"8"
10"
10"
8"
10"
8"
8"
8"
8"
4"
4"4"4"FOFOFO
FO
F
O
FO FO
FO
TT
E
L
E
PH
ONE PED
PER RECORD
8"
8"
8"
E
OI
T
Century Link
Century Link, FODuke Energy ProgressCentury Link
10 ", PVC, Town of EastoverWWW
3.29' R/W-EIP
Cable
Time Warner
CUTO
VER
LinkCentury
T
T
T
S
SS
S
SS
S
S
S
INV IN: 128.15'RIM: 133.67'
INV O
UT: 129.57'IN
V IN: 129.67'RIM: 135.12'
INV OUT: 130.03'INV IN: 130.13'RIM: 138.93'GRAVEL DRIVEGRAVEL DRIVEME
TAL PASTURE GAT
E BSTBSTB
STBST
BST
INV O
UT: 130.80'INV IN: 130.85'RIM: 137.65'IN
V OUT: 13
1
.46'IN
V IN: 13
1
.56'RIM: 13
8
.38'
VEHICLE V
ACUU
MDUMPSTER CAGEBSTBSTBSTISLCONC
INV O
UT: 132.34'IN
V IN(BUILDING): 132.44'INV IN: 13
2
.44'RIM: 137.74'
BOLT
E
D SH
UT
8" PVC
8" PVC8" PVC
8" PVC
8" PVC
8
"
P
VC8" PVC
WV
W
M
HYDWM
WM
W
M
WV
4" PVC Force
Main
Elv. 125.37
E 20
7
47
6
0.2070
N 499724.5360
TH 2-1
4" PVC Force
Main
Elv. 127.14
E 207
4
7
40.2120
N 499
6
12.2720
TH 1-1
4"
4"4"
4"
8" H
DPE
Water
Elv. 117.11
E 2074
6
5
0
.87
1
0
N 49
9
81
2.905
0
TH 3-1
8" H
DPE
Water
Elv. 113.97
E 20
7
4
589.4170
N 499570.9360
TH 4-1
WELL?W/ SIG
N
CO
NC PAD MTLMTL36" C&GSR 1863 PEMBROKE LN 35' BSTEXI
STI
NG R/WEXI
STI
NG R/W4"
18" H
DPE
15" RCP
DI
DI
DI
24" RCP
24" RCP24" R
CP
CB
C
BCB
CBHDPE
18"15" RCP18" RCP
15" RCP
18" RCP
18" RCP18" RCP24" RCP18" RCP18"
R
C
P
24" R
C
P
24"
R
CP
24"
R
C
P
18" R
CP
24" RCP15" RCP18" RCP24" RCP18" RCPC
B
C
B
CB1
8" RCPC
B
CB
CB
DI18" CMP
CBCB36" RCP
24" RCP
DI
2
4" R
CP
42" RCP
6" CO
NC H
W6" CO
NC H
W6" CO
NC H
WCBCBCBCB
CB
STR FUL
L OF
WATER
BT
M CL IN
V=129.99'+/-STR FULL OF WATER
BT
M CL INV=130.97'+/-
STR FUL
L OF
WAT
ER
BT
M CL INV=13
0.43'+/-
24" RCP
S15" RCP15" CMP15" CMP15" CMP18" RCP24" RCP24" RCP30" RCP42" RCP24" HDPE30" RCP18" RCP18"
R
C
P
18" RCP24" RCP18" RCP18" CMP
CBCBCBCBCB15" CMP15" CMP15" CMP24" RCP24" RCPResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WVWN
WO
WCE
WCE
WO
E C B asin
E C B asin
AND WIDEN WITH FULL DEPTH PAVEMENT
REMOVE EXISTING PAVED SHOULDER
10+00-Y5C-
15+00GREU TL-3 GREU TL-
3PEMBR
OKE LN.
110+00
115+0040+0045+00
5
0
+
0
0
55+00
60+00
65+00
-Y5C --Y5A-15+0020+00
25+00105+00
15+00
C
AT-1
WIRE FENCE
PROP. WOVEN
WIRE FENCE
PROP. WO
VENRETAIN EXI
STI
NG SBGRE
T
AIN EXIST. C/A FENCE
CHORD
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F
F
F
F
F
F
F
F F FFFFFFCFFCFF
C
C
C
F
F
C
F
F
F
F
CFC
55+00.00
49+50.07
13+00.31
11+50.00
106+50.00
F
F
FFCF
F
FC
7009
70
0
8
7010
70EX2
70
3
4
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7046
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7031
70
1
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701
2
70
1
4
7015
703
7
1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_psh70.dgnaburkeREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 19MATCHLINE -Y4- STA. 39+00.0070
TRAFFIC DIAGRAM
GOLDSBORO RD.
PAVEMENT REMOVAL
I-5986A
PLANS
GRAPHIC SCALE
NAD 83/ NA 2011
SEE SHEET 20
-Y5- STA. 105+00.00
MATCHLINE
STA. 15+00.00 SEE SHEET 71
MATCHLINE -Y5B-
COORDINATION WITH THE DEVELOPER
DESIGN SUBJECT TO CHANGE PENDING
FOR -Y5RAB- PROFILE SEE SHT. 160
FOR -Y5C- PROFILE SEE SHT. 160
FOR -Y5B- PROFILE SEE SHT. 159
FOR -Y5A- PROFILE SEE SHT. 159
FOR -Y5RT- PROFILE SEE SHT. 158
FOR -Y5LT- PROFILE SEE SHT. 158
FOR -Y4A- PROFILE SEE SHT. 152
FOR -Y4- PROFILE SEE SHT. 151
FOR -DR3- PROFILE SEE SHT. 152
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
10' RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16' WIDE WITH
CONCRETE TRUCK APRON
SITE 56
SITE 15
SITE 16
SITE 55
GREU TL-
3 GREU TL-
3PEMBR
OKE LN.40+00RETAI
N EXI
STI
NG SBGCFFSEE SHEET 19MATCHLINE -Y4- STA. 39+00.00SITE 15 INSET A
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
ENGLISH
SHEET 149 OF 163
PERMIT DRAWING
0
SCALE FOR INSET
50 50 100
WETLAND
DENOTES FILL INFF
0 200
SCALE
100 100
INSET A
INSET A
REVISED 1/26/2022
T T FILL IN WETLAND
DENOTES TEMPORARY
SEE DETAIL KLATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
RE
MOVE 18"
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
(EQUILIZER PIPE)
36" RCP-IV
RE
MO
VE
&
G
T
D
RE
MO
VE
P
P
W/ FLOWABLE FILLPLUG & FILL
SEE DETAIL F
SP. CUT 4' BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
REMO
V
E
RE
MOVE
RE
MOVE
DI
INV=131.9'
INV=131.2'
15" RCP-IV CB-G
CB-F
P
P
W/ FLOWABLE FILLPLUG & FILL
& PIPE
REMOVE CBs
INV=127.6'
IN
V=127.2'W/5
0 S
Y
G
E
OF
A
B
26 T
O
N
S
C
L I RIP
R
AP
Adj. CB
CB-F
CB-F
15" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV CB-F
CB-F
DI
DI
DI
DI
HW
RCP-IV
15"
R
E
MO
V
E
R
E
MO
V
E
RE
MO
V
E
GRADE TO DRAINGRADE TO DRAI
NGRADE TO DRAI
NREMOVE SYSTEMRETAIN
S
YSTE
MRET
AIN
SYSTEMRETAIN
SYSTEMRETAINSYSTEMRETAI
NRETAIN
INV=127.9'
SEE DETAIL W
BASE DITCH
STANDARD 10'REMOVE18"
18" RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
REMOVE
SYSTEM
REMOVE REM
OVE
SEE DETAIL O
SP. LAT. 4' BASE DITCH
W/14 SY GEOFAB
5 TONS CL B RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP24" RCP-IIIINV=135.2'
INV=129.0'
24" RCP-III
W/14 SY GEOFAB
5 TONS CL B RIPRAP
DI
DI
DI
DI
15" RCP-III
15" RCP-III W/7 S
Y
G
E
OF
A
B
2 T
O
NS
C
L
B
RIP
R
AP
SEE DETAIL O
SP. LAT. 4' BASE DITCH
SEE DETAIL O
SP. LAT. 4' BASE DITCH
SEE DETAIL A
SP. LAT. V DITCHRETAIN
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL O
SP. LAT. 4' BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RCP-IV24" DETAIL W
SEE
BASE DITCH
STD. 10'
SEE DETAIL O
BASE DITCH
SP. LAT. 4'
DI
DI
INV=134.3'
DI
DI
DI
DI
DI
DI
DI
INV=132.4'
DI
INV=127.6'
DI
15" RCP-IV
15" R
CP-IV
15" RC P-IV
RCP-IV 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
DI
RCP-III 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
INV=132.8'
W/7 SY GEOFAB
2 TONS CL B RIPRAP RCP-I
V 15"
15" RCP-I
V RCP-
I
I
I
15"R C P -IV 15"
15" RCP-III
15" RCP-III
15" R
CP-III
36"
15" R
CP-IV
15" R
CP-I
V
15" RCP-IV
15" RCP-III
15" RCP-IV
RCP-IV15"
W/25 SY GEOFAB
22 TONS CL I RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILL
PLUG & FILL
P
P
SYSTEM
REMOVE
REMOVE
CB-F
15" RCP-IV
TO 102+02 LT
-Y5- STA 106+22
DITCH CLEANOUT

T
O 10
2
+0
2
LT
10
6
+22
-
Y5-
DIT
C
H
C
L
E
A
N
O
U
T
RE
MOVE
SEE DETAIL H
(KEYED-IN)
W/ CL B RIPRAP
TOE PROTECTION
18"
DI
INV=132.8'
BOX
CONFLICT
SP. DET.24" RCP-IIIP
P
P
P
R
E
T
AI
N
E
X.
C
ONF
LI
CT
B
OXP
L
UG &
FI
L
L W/ F
L
OWAB
L
E
FI
L
L 24" RCP-IVW/14 SY GEOFAB
5 TONS CL B RIPRAP
SEE DETAIL B
SPECIAL CUT DITCH
2GIB-NSS
GTDDI
REMOVE
4
8
" RC
P
-IV
15" RCP-III
Q10=124 cfs
V10=1.80 ft/s
RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
REMOVE RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILL
PLUG & FILL
P
P
SYSTEM
REMOVE
Submitted 2/1/2022
SSS6' VIN
YL
6' VINYL6' VINYL 8' CHL0.5' CONC. CURB
GAS PUMPSMTL CANWEI
GH SCALES1S BUSW
SOIL
SOIL
CO
NC
BST
BST BSTCONCCONC
CONCBSTBST
BST
WOODS
WO
O
D
S
s w
WO
O
D
SWOO
DSWO
O
DS
CONC
CO
NCCONC
WOODS
1SBKD
A
B
S
S
MH
RIM=133.78'IN
V C=12
5.48'IN
V B=12
5.62'INV A=125.56'C FO
U
N
D
N
OTEND
TRAPSGREASE
CONC BS
T
GRASS
GRASS
GRASS
GRASS
GRASS
D
K
HTR
DOG KENNEL
6' VINYL6' CL &
4
SBWGRASS
C
O
N
C
C
O
NC
GRAS
S CONCC
O
NC
CONC
C
O
N
C
CONCS
G
AT
E
S W/BK
GAT
E
BFP
S
S
BFP
6" CONC CURBBROKEN CONC CURB
3
0" C
&
G
24" C&G
C&G24"
6" CONC CURB
CONC
24" C&G
6" CO N C CU RB
24" C&G
C&G24"C&
G24"
24" C&G
24" C&G24" C&GBST
CONC
CONC
BST
BST
CONC
BST
8" CONC CURB
CURB
6" CO
NCCURB
6" CONC
24" C&G
24" C&GCURB6" CONCBST
CONC I
SLCONC I
SLCONC I
SLCONC
CAN
MTL
BST
BST
BST
CONC
8" PVC
A
A
B
A B
8" PVC IN
V A=130.92'RIM=136.78'SSMH
SSMHRIM=134.38'IN
V A=128.96'IN
V B=128.32'IN
V B=12
7.04'INV A=12
7.16'RIM=13
2.93
SS
MHWOODSMTLMTLSOIL
2 S BLK B
2 S BLK B
1 S BK B
SOIL
SOIL
SOIL
SOIL
CONCSOIL48" WW
& 1SB
W48" WW & 1SB
WWO
O
D
S
WO
O
D
S
WO
O
D
S
BST
BST
BST
WALL 60" WOOD
CO
NC
C
ONC
BST
SR 1863 PEMBROKE LN VAR BST36" C&G30" C&G
30" C&G
GOLDSBORO RD 28' BST
CO
NC ISL
CO
NC ISL
CONC ISL
BST
BST
BSTSR 1863 PEMBROKE LN 35' BST3.5' BSTRW DEED
DB 5221 PG 95
RW DEED
DB 5600 PG 688
N
C
D
OT
RIG
HT
OF WA
Y
DB 617
3 P
G 2
91
ACCESS EASEMENT
DB 8880 PG 349 WELL EASE
MENT
PB 12
1
PG 155
EI
PEIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIPR/W MONR/W MONR/
W MONR/W MO
NS 63°53'48" E2029.54'
N 12°38'46" E
157.38'N
7
8°17'4
6
" W4
2
3.6
3'
S 10°48'43" W
372.66'S 63°28'54" E51.07'N 60°41'51" W402.63'N 60°41'51" W264.72'S 60°37'33" E295.18'
S 31°13'18" W
732.18'
S 05°04'38" W
350.49'
S 04°09'32" E270.78'N 04°13'16" W271.41'
S 84°49'54" W121.93'S 84°52'33" W125.06'S 84°42'27" W126.75'N 03°52'19" E
266.23'
S 10°36'12" W
263.74'
S 10°37'47" W
71.78'
S 10°37'47" W
446.85'
N
7
9
°2
5'0
4" W12
4.8
4'
S 09°55'14" W
182.07'N 45°04'48" W109.57'N 06°06'27" W197.40'S 62°09'14" E163.96'S 27°09'13" E57.76'S 62°44'40" E137.55'S 03°32'34" E454.08'N 86°27'26" E252.00'S 00°20'17" E133.08'S 81°20'03" E
3
0.97'
S 26°56'56" W
230.20'
N 81°10'13" W9
8.15'
S

5
5
°12'
55
" W
4
3
.2
7'
S

5
5
°26'13
" W
62
.
82'
S 8
6°2
6'2
3" E
247.2
2'
N 13°51'35" E
61.37'
N 14°02'26" E
93.56'
N 13°5
8'44" E
30.0
2'N 13°58'4
4
" E
40.20'
S 27°50'18" W
8.47'
S 26°52'17" W
55.49'S 63°11'21" E198.05'
S 26°52'17" W88.39'
W
CITY OF EASTO
VER
CITY OF EASTOVER
CITY OF EASTO
VER
60.00'EXISTIN
G R/
W
EXISTIN
G R/
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N 03°24'16" W315.02'EXI
STI
NG R/WEXI
STI
NG R/WTC
T
TTEST STATIONTELEPHONE FIBER OPTIC
V
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Century Link, FODuke Energy ProgressCentury Link
10 ", PVC, Town of EastoverWWW
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CUTO
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INV IN: 128.15'RIM: 133.67'
INV O
UT: 129.57'IN
V IN: 129.67'RIM: 135.12'
INV OUT: 130.03'INV IN: 130.13'RIM: 138.93'GRAVEL DRIVEGRAVEL DRIVEME
TAL PASTURE GAT
E BSTBSTB
STBST
BST
INV O
UT: 130.80'INV IN: 130.85'RIM: 137.65'IN
V OUT: 13
1
.46'IN
V IN: 13
1
.56'RIM: 13
8
.38'
VEHICLE V
ACUU
MDUMPSTER CAGEBSTBSTBSTCONCISL
INV O
UT: 132.34'IN
V IN(BUILDING): 132.44'INV IN: 13
2
.44'RIM: 137.74'
BOLT
E
D SH
UT
8" PVC
8" PVC8" PVC
8" PVC
8" PVC
8
"
P
VC8" PVC
WV
W
M
HYDWM
WM
W
M
WV
4" PVC Force
Main
Elv. 125.37
E 20
7
47
6
0.2070
N 499724.5360
TH 2-1
4" PVC Force
Main
Elv. 127.14
E 207
4
7
40.2120
N 499
6
12.2720
TH 1-1
4"
4"4"
4"
8" H
DPE
Water
Elv. 117.11
E 2074
6
5
0
.87
1
0
N 49
9
81
2.905
0
TH 3-1
8" H
DPE
Water
Elv. 113.97
E 20
7
4
589.4170
N 499570.9360
TH 4-1
WELL?W/ SIG
N
CO
NC PAD MTLMTL36" C&GSR 1863 PEMBROKE LN 35' BSTEXI
STI
NG R/WEXI
STI
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18" H
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15" RCP
DI
DI
DI
24" RCP
24" RCP24" R
CP
CB
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18"15" RCP18" RCP
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24" RCP15" RCP18" RCP24" RCP18" RCPC
B
C
B
CB1
8" RCPC
B
CB
CB
DI18" CMP
CBCB36" RCP
24" RCP
DI
2
4" R
CP
42" RCP
6" CO
NC H
W6" CO
NC H
W6" CO
NC H
WCBCBCBCB
CB
STR FUL
L OF
WATER
BT
M CL IN
V=129.99'+/-STR FULL OF WATER
BT
M CL INV=130.97'+/-
STR FUL
L OF
WAT
ER
BT
M CL INV=13
0.43'+/-
24" RCP
S15" RCP15" CMP15" CMP15" CMP18" RCP24" RCP24" RCP30" RCP42" RCP24" HDPE30" RCP18" RCP18"
R
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128.0128.0132.0132.0132.0132.0132.0132.0132.0132.0
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132.0
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132.0132.0 132.0134.0134.0134.0134.0134.0134.0134.0134.0134.0134.0134.01
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128.0128.0128.0132.0132.0134.0136.0136.0138.0138.0138.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
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110+00
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1/26/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Final\Section 1\I-5986A_hyd_prm_psh70_CON.dgnaburkeREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 19MATCHLINE -Y4- STA. 39+00.0070
TRAFFIC DIAGRAM
GOLDSBORO RD.
PAVEMENT REMOVAL
I-5986A
PLANS
GRAPHIC SCALE
NAD 83/ NA 2011
SEE SHEET 20
-Y5- STA. 105+00.00
MATCHLINE
STA. 15+00.00 SEE SHEET 71
MATCHLINE -Y5B-
COORDINATION WITH THE DEVELOPER
DESIGN SUBJECT TO CHANGE PENDING
FOR -Y5RAB- PROFILE SEE SHT. 160
FOR -Y5C- PROFILE SEE SHT. 160
FOR -Y5B- PROFILE SEE SHT. 159
FOR -Y5A- PROFILE SEE SHT. 159
FOR -Y5RT- PROFILE SEE SHT. 158
FOR -Y5LT- PROFILE SEE SHT. 158
FOR -Y4A- PROFILE SEE SHT. 152
FOR -Y4- PROFILE SEE SHT. 151
FOR -DR3- PROFILE SEE SHT. 152
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
10' RADII UNLESS OTHERWISE NOTED
NOTE: ALL DRIVES ARE 16' WIDE WITH
CONCRETE TRUCK APRON
SITE 56
SITE 15
SITE 16
SITE 55
GREU TL-
3 GREU TL-
3PEMBR
OKE LN.40+00RETAI
N EXI
STI
NG SBGCFFSEE SHEET 19MATCHLINE -Y4- STA. 39+00.00SITE 15 INSET A
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
ENGLISH
SHEET 150 OF 163
PERMIT DRAWING
0
SCALE FOR INSET
50 50 100
WETLAND
DENOTES FILL INFF
0 200
SCALE
100 100
INSET A
INSET A
T T FILL IN WETLAND
DENOTES TEMPORARY
REVISED 1/26/2022
SEE DETAIL KLATERAL V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
RE
MOVE 18"
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
(EQUILIZER PIPE)
36" RCP-IV
RE
MO
VE
&
G
T
D
RE
MO
VE
P
P
W/ FLOWABLE FILLPLUG & FILL
SEE DETAIL F
SP. CUT 4' BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
REMO
V
E
RE
MOVE
RE
MOVE
DI
INV=131.9'
INV=131.2'
15" RCP-IV CB-G
CB-F
P
P
W/ FLOWABLE FILLPLUG & FILL
& PIPE
REMOVE CBs
INV=127.6'
IN
V=127.2'W/5
0 S
Y
G
E
OF
A
B
26 T
O
N
S
C
L I RIP
R
AP
Adj. CB
CB-F
CB-F
15" RCP-IV 15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV CB-F
CB-F
DI
DI
DI
DI
HW
RCP-IV
15"
R
E
MO
V
E
R
E
MO
V
E
RE
MO
V
E
GRADE TO DRAINGRADE TO DRAI
NGRADE TO DRAI
NREMOVE SYSTEMRETAIN
S
YSTE
MRET
AIN
SYSTEMRETAIN
SYSTEMRETAINSYSTEMRETAI
NRETAIN
INV=127.9'
SEE DETAIL W
BASE DITCH
STANDARD 10'REMOVE18"
18" RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
REMOVE
SYSTEM
REMOVE REM
OVE
SEE DETAIL O
SP. LAT. 4' BASE DITCH
W/14 SY GEOFAB
5 TONS CL B RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP24" RCP-IIIINV=135.2'
INV=129.0'
24" RCP-III
W/14 SY GEOFAB
5 TONS CL B RIPRAP
DI
DI
DI
DI
15" RCP-III
15" RCP-III W/7 S
Y
G
E
OF
A
B
2 T
O
NS
C
L
B
RIP
R
AP
SEE DETAIL O
SP. LAT. 4' BASE DITCH
SEE DETAIL O
SP. LAT. 4' BASE DITCH
SEE DETAIL A
SP. LAT. V DITCHRETAIN
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL O
SP. LAT. 4' BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RCP-IV24" DETAIL W
SEE
BASE DITCH
STD. 10'
SEE DETAIL O
BASE DITCH
SP. LAT. 4'
DI
DI
INV=134.3'
DI
DI
DI
DI
DI
DI
DI
INV=132.4'
DI
INV=127.6'
DI
15" RCP-IV
15" R
CP-IV
15" RC P-IV
RCP-IV 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
DI
RCP-III 15"
W/7 SY GEOFAB
2 TONS CL B RIPRAP
INV=132.8'
W/7 SY GEOFAB
2 TONS CL B RIPRAP RCP-I
V 15"
15" RCP-I
V RCP-
I
I
I
15"R C P -IV 15"
15" RCP-III
15" RCP-III
15" R
CP-III
36"
15" R
CP-IV
15" R
CP-I
V
15" RCP-IV
15" RCP-III
15" RCP-IV
RCP-IV15"
W/25 SY GEOFAB
22 TONS CL I RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILL
PLUG & FILL
P
P
SYSTEM
REMOVE
REMOVE
CB-F
15" RCP-IV
TO 102+02 LT
-Y5- STA 106+22
DITCH CLEANOUT

T
O 10
2
+0
2
LT
10
6
+22
-
Y5-
DIT
C
H
C
L
E
A
N
O
U
T
RE
MOVE
SEE DETAIL H
(KEYED-IN)
W/ CL B RIPRAP
TOE PROTECTION
18"
DI
INV=132.8'
BOX
CONFLICT
SP. DET.24" RCP-IIIP
P
P
P
R
E
T
AI
N
E
X.
C
ONF
LI
CT
B
OXP
L
UG &
FI
L
L W/ F
L
OWAB
L
E
FI
L
L 24" RCP-IVW/14 SY GEOFAB
5 TONS CL B RIPRAP
SEE DETAIL B
SPECIAL CUT DITCH
2GIB-NSS
GTDDI
REMOVE
4
8
" RC
P
-IV
15" RCP-III
Q10=124 cfs
V10=1.80 ft/s
RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
REMOVE RETAINSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/ FLOWABLE FILL
PLUG & FILL
P
P
SYSTEM
REMOVE
Submitted 2/1/2022
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)1 -LSBREV- 61+00 LTBank Stabilization: DC0.001 0.001 8202 -LSBREV- 71+80 LT Headwall, 66" RCP: SV-1, WCC0.001 0.0090.022 0.003 5213-LNBREV- 71+47 RT Headwall, 66" WSP: SV-2, WCB0.017 0.0280.006 0.001 3510-YRPCREV- 22+50 RTRoadway Fill: WCB0.0860.0683 -LSBREV- 89+48 LTPipe clean out: WA0.003-LSBREV- 94+48 LT Pipe clean out, Roadway Fill: WA0.001 0.0030.048-LNBREV- 90+00 RTRoadway Fill: WB0.0670.066-LSBREV- 90+77 LT/RT RCBC Removal: WA, WB, Reese Creek0.003 0.0440.04848-LSBREV- 85+48 LT42" RCP: WA0.001 0.0124 -LSBREV- 99+00 LT36" WSP: WA0.005 0.025-LSBREV- 101+10 LT36" WSP: WC, SA0.001 0.0330.004 0.003 18245-YINB- 33+00 RT66" WSP: WB0.009 0.0346-YINB- 39+39 LT30" WSP: WD0.001 0.039-YINB- 38+02 RT30" WSP: WB0.004 0.0507 -L- 92+02 - 100+05 LTRoadway Fill: WH0.2318 -L- 90+87 - 91+10 RTDitch: WE0.024TOTALS:0.427 0.280 0.024 0.182 0.000 0.033 0.056 113 115 0NOTES:Revised 2018 Feb SHEET 156OF 163 WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSREVISED 1/26/2022DIVISION OF HIGHWAYS8/21/2020Cumberland / Harnett CountiesNC DEPARTMENT OF TRANSPORTATIONI-5986A / I-5877Submitted 2/1/2022
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station StructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)9 -L- 94+37 - 100+20 RT Roadway Fill, Ditch: WF0.135 0.021-L- 100+28 RT 2 @ 36" RCP: SB0.011 0.001 63 1010 -L- 108+26 - 114+34 LT Roadway Fill: WI0.07611 -L- 118+98 - 133+53 LT Roadway Fill: WJ0.5310.04512 -L- 121+32 - 127+67 RT Roadway Fill, Ditches: WL0.204 0.066 0.020 0.14313 -L- 186+79 - 187+53 LT Roadway Fill: WR0.0200.01314 -L- 192+15 - 193+26 LT Ditch: WR0.021 0.00115 -L- 190+05 RT 42" RCP: WO0.0040.006-L- 192+05 RT Roadway Fill: WO0.0010.006-Y5RPC- 13+02 - 21+32 RTRoadway Fill, 66" RCP: Baker Swamp 2, WO0.136 0.034 0.165 0.018 60-Y4- 37+50 LT 54" WSP: WO0.001 0.169-Y4- 40+69 to 43+01 LT Prop Roadway Fill: WO0.0190.053TOTALS:1.127 0.290 0.041 0.432 0.000 0.029 0.001 123 10 0NOTES:Revised 2018 Feb SHEET 157OF 163 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSREVISED 1/26/2022NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS8/21/2020Cumberland / Harnett CountiesI-5986A / I-5877Submitted 2/1/2022
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)16-Y4- 36+25 RT54" WSP: Baker Swamp 1, WN Structure Stabilization0.006 0.0980.004 0.013 1534-Y4- 40+32 to 42+06 RTRoadway Fill: WN0.0350.04217-L- 199+16 - 200+49 LTProp Roadway Fill - WQ0.0570.072-L- 201+67 LTRip Rap Outlet Pad - WQ0.002 0.00918-L- 198+56 - 203+59 RTRoadway Fill, 60" RCP, 66" RCP: Baker Swamp 3, WP0.106 0.0020.0660.010 0.006 2313-Y5- 99+16 LT66" WSP: Baker Swamp 3, WP Structure Stabilization0.001 0.0040.007 0.012 222819 -Y5LPD- 37+73 - 40+14 LT & RT Roadway Fill: WCG*0.85720 -Y5LPD- 22+86 - 24+53 LT & RTRoadway Fill: WX0.4020.03421 -Y5RPD- 14+97 - 18+86 RTRoadway Fill: WV0.2250.02022-Y5FLY- 57+08 - 62+55 LT & RT & -Y5LPD- 18+96 - 21+42 LT & RTRoadway Fill: WW**2.6630.17623-L- 252+342 @ 8'x8' RCBC: SC-1, SC-20.063 0.006 27038TOTALS:4.354 0.113 0.000 0.410 0.000 0.084 0.037 330 113 0NOTES:Revised 2018 Feb SHEET 158OF 163 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSREVISED 1/26/2022* Site 19: Area shown in impact table is a total take. Actual impact area is 0.772 acres.NC DEPARTMENT OF TRANSPORTATION** Site 22: Area shown in impact table is a total take inside -Y5LPD-. Actual impact area is 2.610 acres.DIVISION OF HIGHWAYS8/21/2020Cumberland / Harnett CountiesI-5986A / I-5877Submitted 2/1/2022
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)24-L- 304+15 3 @ 10'x8' RCBC, Roadway Fill, Ditch: SD-1, SD-2, WZ, WY0.056 0.047 0.089 0.0800.128 0.058 19726-L- 302+20 RTRoadway Fill, Ditch: WY0.0040.002-L- 306+80 LTDitch: WZ0.010-L- 307+30 RTDitch: WY0.00525-L- 355+0010'x7' RCBC: SE-1, SE-2, WAB0.002 0.0030.017 0.003 13525-L- 357+75 RTDitch: WAB0.00826 -Y7RPC- 17+51 - 24+28 Lt & RTRoadway Fill: WAC0.654 0.0170.15127 -Y7RPA 16+97 RT - -L- 392+99 LT Roadway Fill: WAF0.28428 -SR3 - 34+13 - 35+87 LTRoadway Fill: WAG0.047 0.0050.03929-L- 405+65 LT2 @ 48" RCP, Ditch: WAH0.009 0.02730-L- 422+5012'x6' RCBC: SF, WAK, WAI0.008 0.074 0.0900.030 0.003 1038-L- 422+46 - 437+14 RTRoadway Fill, Ditch: WAI0.4880.012 0.037-L- 422+85 - 436+87 LTRoadway Fill: WAK0.6240.015-L- 425+50 LTDitch: WAK0.014-L- 436+72 - 439+41 LTRock Fill: PH0.134 0.100-L- 439+44 RTRock Fill: PI0.005 0.004TOTALS:2.161 0.195 0.221 0.324 0.000 0.314 0.168 435 59 0NOTES:Revised 2018 Feb SHEET 159OF 1638/21/2020Cumberland / Harnett CountiesI-5986A / I-5877 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSREVISED 1/26/2022NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSSubmitted 2/1/2022
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)31 -L- 508+50 - 509+37 LTRoadway Fill: WAM0.0420.01932 -L- 522+79 - 528+68 LTRoadway Fill: WAN0.0810.08033-L- 540+458'x8' Culvert: SG-1, SG-2, SG-3, WAP, WAQ0.0100.051 0.011 2119934-L- 574+64 10'x7' RCBC: SH-1, SH-20.0250.0020.031 0.004 1743035 -L- 602+70 - 606+71 LT Prop Roadway Fill: WAT0.0160.044-Y9RPA- 15+85 RTDitch: WAT0.00536 -L- 618+01 - 618+41 RTDitch: WAU0.00737 -L- 622+64 to 626+94 LT72" RCP, Roadway Fill: SI-1, SI-2, WAW, WAV0.225 0.0290.1370.003 0.003 2620Structure Stabilization: SI-10.0032538 -L- 640+26 to 640+69 RTDitch: WAX0.006TOTALS:0.364 0.075 0.000 0.289 0.000 0.088 0.018 436 149 0NOTES:Revised 2018 Feb SHEET 160OF 1638/21/2020Cumberland / Harnett CountiesI-5986A / I-5877 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSREVISED 1/26/2022NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSSubmitted 2/1/2022
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)39-L- 642+88 7'x7' RCBC: SJ-1, SJ-20.025 0.008 1014040-L- 660+20 RT2 @ 30" RCP: WAY0.001 0.00141-L- 667+00 LTDitch: WAZ0.01142 -L- 669+88 - 684+49 LT & RT Bridge: Black River, WAZ *0.385 0.020 0.043 0.207 0.038 0.003 0.266 1624643 -L- 692+28 - 694+59 RTRoadway Fill: WAZ0.0900.05344-L- 695+05 LTDitch: WAZ0.00645-L- 731+00 LTRoadway Cut: WBB0.01746-L- 735+80 LT2 @ 42" RCP: WBC0.0040.002 0.02847-L- 766+4072" RCP: SK-1, SK-20.063 0.007 1802448-L- 403+25 LT Plug & Fill Exist. 18" RCP: WAG0.002TOTALS:0.4800.040 0.045 0.305 0.038 0.091 0.281 297 310 0NOTES:Revised 2018 Feb SHEET 161OF 163 - 23 piles per bent8/21/2020 - 20" diameter piles= 2.2sqft permanent surface water impact per pileCumberland / Harnett Counties - Total: 101.2sqft permanent surface water impact (included in the Site 42 number above)I-5986A / I-5877 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSREVISED 1/26/2022* Black River bridge bentsNC DEPARTMENT OF TRANSPORTATION - 2 sets of interior bents in the waterDIVISION OF HIGHWAYSSubmitted 2/1/2022
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)49-Y5- 45+24 LT2 @ 8'x8' RCBC Ext: SY-20.00915Bank Stabilization0.029 0.005 50850 -Y5- 51+81 - 56+63 LTRoadway Fill: WCJ0.0110.04351 -Y5- 60+52 - 65+24 LTRoadway Fill: WCI0.1140.10952-Y5- 64+45 RTDitch: WT0.002 0.00653 -Y5RPA- 44+43 - 54+38 LTRoadway Fill: WU0.2670.10854A-Y4- 16+88 LTPipe clean out: WS0.00854B-Y4- 19+00 LTPipe clean out: WS0.00554C-Y4- 21+67 LTPipe clean out: WS0.00555 -Y5C- 12+74 - 17+83 LT & RTRoadway Fill: WCE0.6350.22056 -Y5B- 12+86 - 16+54 LTRoadway Fill: WCE0.0130.06557-YREV- 24+05 LT/RT0.226 0.0660.1390.0457859 -SR5- 35+25 - 35+75 RTRoadway Fill: WD0.006TOTALS:1.268 0.090 0.000 0.690 0.000 0.038 0.050 65 86 0NOTES:Revised 2018 Feb SHEET 162OF 1638/21/2020Cumberland / Harnett CountiesI-5986A / I-5877 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSREVISED 1/26/2022NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSRoadway Fill: WA, WCC, Reese CreekSubmitted 2/1/2022
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)0.427 0.280 0.024 0.182 0.000 0.033 0.056 113 115 01.127 0.290 0.041 0.432 0.000 0.029 0.001 123 10 04.354 0.113 0.000 0.410 0.000 0.084 0.037 330 113 02.161 0.195 0.221 0.324 0.000 0.314 0.168 435 59 00.364 0.075 0.000 0.289 0.000 0.088 0.018 436 149 00.480 0.040 0.045 0.305 0.038 0.091 0.281 297 310 01.268 0.090 0.000 0.690 0.000 0.038 0.050 65 86 0GRAND TOTAL FOR PROJECT:10.181 1.083 0.331 2.632 0.038 0.677 0.611 1799 842 0NOTES:Revised 2018 Feb SHEET 163OF 163TOTALS for 157:TOTALS for 156: WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSTOTALS for 160:TOTALS for 159:REVISED 1/26/2022NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS for 158:8/21/2020Cumberland / Harnett CountiesI-5986A / I-5877TOTALS for 162:TOTALS for 161:Submitted 2/1/2022
WATER PUMP
FAUCET
4" PVC Force Main
Elv. 125.37E 2074760.2070
N 499724.5360
TH 2-
1
4" PVC Force Main
Elv. 127.14E 2074
740.2120
N 499612.2720
TH 1-1
8" HDPE Water
Elv. 117.11E 2074650.8710
N 499812.9050
TH 3-1
8" HDPE Water
Elv. 113.97E 207
4589.4170
N 499570.9360TH 4-1
CVP "8 TS LOOP SENSOR
TS LOOP SENSOR
TS LOOP SENSOR
TS LOOP SENSORS
LOOP SENSOR
REESE CREEK
PIPE OVERGROWN
INV=142.08'
INV=141.43'
NC GRID
NAD 83 NA 2011
BOLLARDS
BOLLARDS
BOLLARDSBOLLARDS
FFE=149.59'
UG TANKS
VENT PIPE
S
DIESEL TANK
1SFRBUS SHED
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
95
SECTION 2
SR 1005
SMITHFIELD RD.
-Y6-
SR 1815
WADE-STEDMAN RD.
-Y7-
JT MATTHEWS RD.
-Y20-
SR 1813
PERCY STRICKLAND RD.
-Y8-
95
SECTION 2
25
7
2
73
2626 27 28 29 30 31 747
5
32
33 34 35 36 377638
76A
39 40 41 42 41 44 45
GORDON WILLIAMS RD.
-SR5A-
WILLIAMS RD.
GORDON
-SR5B-
SR 1856
ELVA WALLACE RD.
-SR3-
SR 1860
GORDON WILLIAMS RD.
-SR5C-
DATE: 1/4/2022
SUBMITTAL NO.: S-212R11
SECTION 2- RFC ROADWAY PLANS REVISION.10U.E.B.
U.E.B.RidgeMelstone
Access Rd.MingoSwampMingoSwamp Ming
oS
wa
mpAirfieldMilitaryBraggFort
Stevens
Pond
82Creek
Creek CanalMcLeod
Ch.
210
.03.05.32 .542487
217
.20
.4
9210
210
FILLER CAP
FILLER CAPS
GAS PUMPS
GAS PUMP
UG TANKS
VENT PIPE
S
SR1824-Links46223&43296

VICINITY MAP (NTS)
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PROJECT LENGTH
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
HYDRAULICS
95
-L- POT STA. 776+00.00
BEGIN TIP PROJECT I-5877
-L- POT STA. 776+03.71
END TIP PROJECT I-5986A
NAD 83/ NA 2011
SECTION 2 SECTION 3
NC 82
GODWIN-FALCON RD.
-Y9-
SR 1806
SHERRILL BAGGETT RD.
-Y10-
SR 1804
RHODES POND ROAD
-Y11-
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
46 47 7748
7
8
49 50 51
7952 53 54 55 568157
8
2
58 59 60 61 62
1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NOTE:
SR 1859
-Y21- LEITHA LN.
SR 1860
GORDON WILLIAMS RD
-SR5-
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........ 0.044 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.372 MILES 8025 50 10050
25 50 10050
5 10 20 10
0
0
0
PROFILE (HORIZONTAL)

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_Hyd_UTL_TSH.dgnaburkeCONTRACT:TIP PROJECT:ART
ME
NN ASO H
DEPTOF TRA SPORTTIONTATEOFNRTCARO
LI
NANCDOT CONTACT
PROJECT LENGTH

LETTING DATE:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
DESIGN
ROADWAY
ENGINEER
HYDRAULICSNAD 83/2011PROJECT ENGINEER - DESIGN-BUILD UNIT
47532.3.2
NHP-0095(057)
95
301
401
BUS
401
BYP
87
210
24
24
24
95
BUS
401
BUS
210
87
24
401
BYP
87
24 210
295
13
87
24
210
401
401
24
87
210
401
301
401
82
82
82
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
C204283I-5986AI-5986A
FUNC CLASS: INTERSTATE
* (TTST 13% + DUALS 5%)
Michael Penney, PE
AUGUST 20, 2019
2018 STANDARD SPECIFICATIONS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
BEGIN TIP PROJECT
I-5986A
END TIP PROJECT
CUMBERLAND COUNTY
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
4
71
295
NAD 83/ NA 2011
US 301
DUNN RD.
-Y14-
NC 295
AIRBORNE & SPECIAL OPERATIONS HIGHWAY
-Y5-
SR 1863
PEMBROKE LANE
-Y4-
US 13
GOLDSBORO RD.
-Y5-
SECTION 1 SECTION 2
SECTION 2 SECTION 3
SECTION 2 SECTION 3
95
95
95
= 75 MPH
= 18% *
= 7%
= 55%
= 73,800
= 56,700
V
T
D
K
ADT 2040
ADT 2018
301
13
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
5 6 7 8
9
63
10 1164
6512 13 14 15 16 17 18 1969
70
20
21 22
23 24 25686766HARNETT CO
.CUMBERLAND
CO
.Michael T. Merritt, PE
Anthony A. Houser, PE
PROP. SIGN
PROP. SIGN
SR 1861
POVERTY FLATS ROAD
NHP-0095(057)
47532.2.2
PE, UTIL., CONST.
R/ W
OFFSITE DETOUR
SERVICE ROAD
-Y5C-
This document originally
issued and sealed by
on 10-25-21. This medium
shall not be considered a
certified document.
Matthew L. Cook 27434
This document originally
issued and sealed by
on 10-26-21. This medium
shall not be considered a
certified document.
Anthony A. Houser 1849463A-LNBREV- POT STA. 13+00.00
-LSBREV- POT STA. 13+00.00
BEGIN TIP PROJECT I-5986A
1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NOTES
TOTAL LENGTH TIP PROJECT I-5986A................15.397 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........0.066 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.331 MILES
-LSBREV- ST Sta. 130+34.61 (13' LT)
-L- POT Sta. 80+40.84 =
-LNBREV- POT Sta. 129+28.86 (13' RT)
-L- POT Sta. 79+78.98 =
SR 1832
MURPHY RD.
-YREV-
SR 1831
BAYWOOD RD.
-Y3-
95I-95 BUS
-Y1SB-
I-95 BUS.
-Y1NB-
95
See Sheets 1C-1 Thru 1C-8, 1C-22 Thru 1C-25, 1C-28, RW02C-1 Thru RW02C-14, RW02C-28 Thru RW-02C-33, RW-2D-1 Thru RW-02D-2 For Survey Control Sheets
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
DATE: 01/13/2022
SUBMITTAL NO.: S-157R7 & S-157R9
SECTION 1 - REVISED RFC PLANS
I-95 BUS.
-Y1NB-
ENGLISHWETLAND AND SURFACE WATER IMPACTS
SHEET 1 OF 18
UTILITY PERMIT DRAWING
REVISED 1/26/2022
BARRELS2 8'H x 8'W
SITE 28
SITE 30
SITE 21
SITE 22
SITE 16
SITE 47
SITE 58
SITE 59
SITE 60
Submitted 2/1/2022
WC
MTL
MTL
WOODS WOODS
WOODS
WOODS
WOODS
RIP RAP
MTL
48" WW & 1 SBW
MTL
WOODS
I-95 SBL 46' BST
I-95 NBL VAR BST
4.5' BST
9.5' BST
10' BST
12' BST
48" WW & 1 SBW
48" WW & 1 SBW
RACHEL M TAYLOR
G. C. TAYLOR JR
LIFE ESTATE RESERVED TO
G. C. TAYLOR, III
PB 72 PG 46
DB 3586 PG 390
R/W MON
R/W MON
S 8
3°0
0'14" E
5
7.0
8'
S 89°15'14" E
132.0
0'S 68°30'14" E132.00'
N 88°59'46" E
132.00'S 50°00'14" E111.60'RACHEL M TAYLOR
G. C. TAYLOR JR
LIFE ESTATE RESERVED TO
G. C. TAYLOR, III
PB 72 PG 46
DB 3586 PG 390
BL-137
BL-138
RACHEL M TAYLOR
TO G. C. TAYLOR JR
LIFE ESTATE RESERVED
G. C. TAYLOR, III
TART AND TART, INC
DB 4490 PG 310
TART AND TART, INC
DB 4490 PG 310
TART AND TART, INC
DB 4490 PG 310
INV=128.19'18" RCPINV (NW)=129.09'
TOP=132.69'
INV=121.36'24" RCPINV (NW)=124.01'
TOP=128.63'
CONC
CONC
DI
DI
C
UL
5
15" CONC HW
WC
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-956012'12'PS4'PS4'300' TAPER LANE
8
:1
8:1 .05.04.03.025TYP.
40.00'+42.30.025PS14'PS12'PS12'.02.02.025.02.02.025.025.02.02.025.02.02.025.02.028:18:1
48'
48'
26' MEDIAN
.02572'
60'
60'
26' MEDIAN
PROP. MEDIAN BARRIER
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE.025SIGN
PROP.+50.00PS14' SHLD TAPER
100'PS14'PS12'PS14'SITE 58
240+00 245+00
250+00
85+00
-Y5RPA-
-L-
-Y5FLY- CS Sta. 87+62.30 -Y5FLY- ST Sta. 89+62.30=
-Y5FLY-
-Y5RPA- PC Sta. 10+00.00=
CAT-1
GREU TL-3
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
-L- POT Sta. 248+84.70 (73' RT)
GREU TL-3
CAT-1
-L- POT Sta. 242+45.66 (61' LT)
WING WALL
CULVERT
TIE FENCE TO
PROP. SBG
210'125'200'CHORD
CHORD CHORD
100'
;;
;;
200.00', 240.00' LT
+45.00
C
C
C
C
C
F
C
F
F
F
F
F
C
NAD 83/ NA 2011
1/27/202222
STA. 80+00.00 SEE SHEET 21MATCHLINE -Y5FLYREV-SEE SHEET 21MATCHLINE -L- STA. 239+00.00MATCHLINE -L- STA. 252+00.00 SEE SHEET 23I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh22.dgndefault8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -Y5FLY- PROFILE SEE SHT. 171
FOR -Y5RPA- PROFILE SEE SHT. 161
FOR -LRT SEC1- PROFILE SEE SHTS. 103 AND 104
FOR -LLT SEC1- PROFILE SEE SHTS. 103 AND 104
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
ABANDONED IN PLACE
TELECOMMUNICATIONS
CENTURYLINK
EXISTING UNDERGROUND
SEE INSET A
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
HC HC
CLEARING
DENOTES HAND
SEE INSET D
SEE INSET A
INSET A
SHEET 5A OF 18
UTILITY PERMIT DRAWING
REVISED 1/26/2022
P
P
REMOVE DI
REMOVE DI
FLOWABLE FILL
PLUG & FILL W/
2202
2201
2203
2206
2205
22072GIB-WSF 2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF
W/ 21 SY GEO FAB
8 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
2208
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL U
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
4OTCB
2209
2210
SEE DETAIL AA
SPECIAL CUT DITCH
P
P
FLOWABLE FILL
PLUG & FILL W/
SEE DETAIL F
SPECIAL CUT 4' BASE DITCH
SEE DETAIL D
LATERAL 4' BASE DITCH
18" RCP-IV 15" RCP-IV 2204 2GIB-WSF
30" RCP-
I
V15" RCP-IV
15" RCP-IV 18" RCP-IV
(
B
URI
E
D
1.0')
22112GIB-WSF
W/7 SY GEOFAB
2 TON CL B RIPRAP
2212 15" RCP-III SEE DETAIL K
LATERAL V DITCHW/7 SY GEOFAB
2 TON CL B RIPRAP
Submitted 2/1/2022
WC
WC
MTL
MTL
WOODS WOODS
WOODS
WOODS
WOODS
RIP RAP
MTL
48" WW & 1 SBW
MTL
WOODS
I-95 SBL 46' BST
I-95 NBL VAR BST
4.5' BST
9.5' BST
10' BST
12' BST
48" WW & 1 SBW
48" WW & 1 SBW
RACHEL M TAYLOR
G. C. TAYLOR JR
LIFE ESTATE RESERVED TO
G. C. TAYLOR, III
PB 72 PG 46
DB 3586 PG 390
R/W MON
R/W MON
S 8
3°0
0'14" E
5
7.0
8'
S 89°15'14" E
132.0
0'S 68°30'14" E132.00'
N 88°59'46" E
132.00'S 50°00'14" E111.60'RACHEL M TAYLOR
G. C. TAYLOR JR
LIFE ESTATE RESERVED TO
G. C. TAYLOR, III
PB 72 PG 46
DB 3586 PG 390
BL-137
BL-138
RACHEL M TAYLOR
TO G. C. TAYLOR JR
LIFE ESTATE RESERVED
G. C. TAYLOR, III
TART AND TART, INC
DB 4490 PG 310
TART AND TART, INC
DB 4490 PG 310
TART AND TART, INC
DB 4490 PG 310
INV=128.19'18" RCPINV (NW)=129.09'
TOP=132.69'
INV=121.36'24" RCPINV (NW)=124.01'
TOP=128.63'
CONC
CONC
DI
DI
C
UL
5
15" CONC HW
120
120 120130
130
130
130130130130
130
130130130130130130
130
13013012
4.0124.0124.0
126.0116.0118.0
122.0122.0122.0
122.0
124.0124.0124.0124.0124.0124.0
126.0
126.0126.0128.0128.0128.0132.0
132.0
132.0132.0132.0
132.0
132.0
132.0132.0132.0132.0132.0132.0132.0132.0
132.0
134.0134.0
134.0134.0134.0 134.013
4.0
134.0134.013
4.0
13
4.0
13
4.0
134.0
134 .0134.0
134.0134.0134.0136.0136.0
WC
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-956012'12'PS4'PS4'300' TAPER LANE
8
:1
8:1 .05.04.03.025TYP.
40.00'+42.30.025PS14'PS12'PS12'.02.02.025.02.02.025.025.02.02.025.02.02.025.02.028:18:1
48'
48'
26' MEDIAN
.02572'
60'
60'
26' MEDIAN
PROP. MEDIAN BARRIER
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE.025SIGN
PROP.+50.00PS14' SHLD TAPER
100'PS14'PS12'PS14'SITE 58
240+00 245+00
250+00
85+00
-Y5RPA-
-L-
-Y5FLY- CS Sta. 87+62.30 -Y5FLY- ST Sta. 89+62.30=
-Y5FLY-
-Y5RPA- PC Sta. 10+00.00=
CAT-1
GREU TL-3
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
-L- POT Sta. 248+84.70 (73' RT)
GREU TL-3
CAT-1
-L- POT Sta. 242+45.66 (61' LT)
WING WALL
CULVERT
TIE FENCE TO
PROP. SBG
210'125'200'CHORD
CHORD CHORD
100'
;;
;;
C
C
C
C
C
F
C
F
F
F
F
F
C
NAD 83/ NA 2011
1/27/202222
STA. 80+00.00 SEE SHEET 21MATCHLINE -Y5FLYREV-SEE SHEET 21MATCHLINE -L- STA. 239+00.00MATCHLINE -L- STA. 252+00.00 SEE SHEET 23I-5986A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh22_con.dgndefault8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -Y5FLY- PROFILE SEE SHT. 171
FOR -Y5RPA- PROFILE SEE SHT. 161
FOR -LRT SEC1- PROFILE SEE SHTS. 103 AND 104
FOR -LLT SEC1- PROFILE SEE SHTS. 103 AND 104
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
ABANDONED IN PLACE
TELECOMMUNICATIONS
CENTURYLINK
EXISTING UNDERGROUND
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
HC HC
CLEARING
DENOTES HAND
SEE INSET D
INSET A
SHEET 5B OF 18
UTILITY PERMIT DRAWING
SEE INSET A
REVISED 1/26/2022
P
P
REMOVE DI
REMOVE DI
FLOWABLE FILL
PLUG & FILL W/
2202
2201
2203
2206
2205
22072GIB-WSF 2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF
W/ 21 SY GEO FAB
8 TONS CL B RIPRAP
W/ 7 SY GEO FAB
2 TONS CL B RIPRAP
2208
W/ 10 SY GEO FAB
3 TONS CL B RIPRAP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL U
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
4OTCB
2209
2210
SEE DETAIL AA
SPECIAL CUT DITCH
P
P
FLOWABLE FILL
PLUG & FILL W/
SEE DETAIL F
SPECIAL CUT 4' BASE DITCH
SEE DETAIL D
LATERAL 4' BASE DITCH
18" RCP-IV 15" RCP-IV 2204 2GIB-WSF
30" RCP-
I
V15" RCP-IV
15" RCP-IV 18" RCP-IV
(
B
URI
E
D
1.0')
22112GIB-WSF
W/7 SY GEOFAB
2 TON CL B RIPRAP
2212 15" RCP-III SEE DETAIL K
LATERAL V DITCHW/7 SY GEOFAB
2 TON CL B RIPRAP
Submitted 2/1/2022
10' B
ST
48
" WW W/1SBW48" W
W
W/1SBW
48" WW W/1SBW
G
R18.5'
S
R 1860 GO
RDON
W
ILL
IAM
S
RD 21' B
S
T
MTL
MTL
MTL
MTL
MTL
MTL MTLMTLMTL
MTL
NC 82 GODWI
N FALCON RD 23' BSTMTLMTLMTL10' GR
(RUI
NS)CONC FOUNDATI
ON10' SOILB
STBSTBSTSOI
LSOI
LCONCBST
CONC
WOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
GRASS
17' SOILCONC PAD66" CHL48" WW W/1SBWWOODSP
I
NES 6.5' SOIL1
0'
S
OI
L
MTL
MTL
MTL
MTL
WOODS W/LTGUYW/LTWOODS
WOODS
WOODS
WOODS
W
OODSW
OOD
SLPLPI-95 SBL VAR BST
I-95 NBL VAR BST
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST 45' BST50' BSTI-95 ON RAMP 23' BST
I-95 OFF RAMP 24' BSTI-95 OFF RAMP VAR BSTI-95 ON RAMP VAR BST
BROKEN BSTBST10' BST
10.5' BST
3.5' BST
3.5' BST
SR 18
60 GORDON WI
LLI
AMS RD 21.5' BSTNC
8
2 GODWI
N FALCON RD
2
3
' BSTNC
8
2 GODWI
N FALCON RD
2
2
' BSTBL-216
BL-217
BL
-215 BY3-245BY3-246WPCONC ISL
CONC
ISL
48" WW 1SBW
TURPIN JR, CLIFTON L
TURPI
N RENTALS LLCBRAXTON, CLARA GAYLE M
MILLS FAMILY PROPERTIES LLC
UPTON, JOHNNIE MCLEAN
DB 2923 PG 481
PB 27 PG 48
DB 1116 PG 427
DB 5616 PG
45
1
DB 5036 PG 32
DB 4654 PG 771
DB 7424 PG 185
C/O JAMES M MCINTYR
EXXON CORP
DB 10083 PG 228
& WIFE JUANITA W
DAWKINS, CHARLES FRANKLIN
N 43°15'27" E
1908.39'N 36°30'33" W183.00'EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/W
S 47°00'53" E3.70'S 67°52'52" WS 47°00'53" E154.54'EI
PEI
P
S
7
0
°
2
2'
4
4
" E1
4
6.
8
6'
N 19°36'48" E
292.00'S
7
0
°
2
3'
1
2
" E4
0
0.
0
0'
N 19°36'48" E
292.60'N 23°10'55" W40.36'EXI
STI
NG R/WN 62°03'33" WS 47°00'53" E165.86'N 42°46'54" E
472.76'S 59°09'06" E449.60'EXI
STI
NG R/WEXISTING R/WEXISTING R/WS 30°50'54" W
164.58'
N 30°50'46" E
1352.23'MTL BILLBOARDGRAVEL20'R/W MON
R/W MON
R/W MONR/W MON R/W MONR/W MONECMBM #511HH
HHTCTTTSPHHTSPFOFOFO(T
S
)8"8"
8
"RECORDPLACED PER UTI
LI
TYFOUND
I
N FI
ELDTELEPHONE PED NOTBK DB 4794 PG 305
DB 9523 PG 764
GREENWOOD, MARGARET W
PB 65 PG 11
ALTMAN, DORIS ELLEN LIFE
DB 7467 PG 694
BRAXTON, CLARA GAYLE M
BK DB 5036 PG 32
DB 9209 PG 731
TURPIN RENTALS LLC
DB 5616 PG 448
AAAA INC
DB 4908 PG 144 DB 1116 PG 427 M MCI
NTYRC/O JAMESEXXON CORPS 29°39'52" W
238.44'301.86'EXI
STI
NG R/WWAT
ER PU
MP
ICV
ICV
S
POUTBILLBOARDvv
v
vvv15" RC
P CONC BRI
DGE15" RCP1
5
" RCPJ
BPOSS8" CMP
18" RCP
18" RCP8" CMP
8" CMP
8" CMP24" RCP18" RCP24" RCPFESDIDI
DI
2
4
" RCP
2
4
" RCP2
4
" RCPDI
DI
CONC HW
FES
FES
DI
CONC HW
FES18" RCPFESDI
18" RCP
18" RCP8" CMP
DI
CBCBCBCB18" RCPHW
CONC
HW
CONC
HW
CONC
HW
CONC
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
15" RCP BRI
DGE #3WD
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-956045'100'
45'
45'100'35'1
0
0'.025.02.02.025.02.02.025.02.02.025.02.0226'
.02.01
.00
.01
.0
2 .02.01.00
.01
.02.00.01
.005
.01
.02(TYP)25'
.02
.01
.00.01
.
0
2
.02.01.00
.01.02
.01.01
.02.02
.01
.02
.03
.02
.01
.00
.01
.02
.03
.02
.01
.00
.01
.02
.03
.03 .02
.01
(TYP)25'
(
T
YP)
2
5'+10
+90
(TYP)25'
(TYP)
2
5'
+35
+50
.0
7
.0
6
.0
5
.04
.03
.02
(TYP)22'+
3
0
.025.03.04.05.06.07(TYP)
28.57'
.07.0
6.05.04.03
.0
2
+
20P.S.12'PROP. MEDIAN BARRIER
PROP. MEDIAN BARRIER
8:1
8:1
8
:1
8:1
8
:1
8:1
.0716'P.S.4'P.S.4'
P.S.4'
16'
P.S.4'
8:
1
8:1
8:1P.
S.
4'
1
6'
P.
S.
4'4'P.S.16'P.S.4'
8:
1
8:112'12'
17.5'P.S.5'
P.S.5'
57.5'48'26'48'P.S.12'P.S.12'P.S.12'48'26'48'P.S.12'8:1
8:18:1
12'
8'12'P.S.5'
P.S.5'.025.025.03.04.05.06.07(TYP)
28
.57
'.07.08.08
.07
.06 .05.04.03.02.01.00.01.02.03.04.05
.06.07.08(TYP)26.25'(TYP)21.25'.08.07.06.05.04.03.02.01(TYP
)18
.75'+92.50.02.01.008
:1
8:1
P.S.4'16'P.S.4'8:18:1.025.03.04.05.06.07.08(TYP
)
28
.75'
(TYP)28.75'.08.07.06.05.04.03.02(TY
P)21.25'.02.01.00.01.02.03.04.05.06.07.08.02.01.00.01.02.03.04.05.06.07.08(TY
P
)1
8
.75'+42.50.04(TYP
)20'+68.15.01.02.03.02.02.01.00.03.02.01.00.01.02.03.04
(TYP)20'.04
.04.03.02.01.00.01.02.03.04
(TYP)
2
0'22'.02.0222'.04P.S.4'16'P.S.4'P.S.4'16'P.S.4'8:1
PROP. SIGN
8:1
(TYP)22'
SINGLE FACE BARRIER
MSE WALL &
SINGLE FACE BARRIER
MSE WALL &P.S.12'P.S.14'P.S.8'12'
P.S.5'
12'
P.S.8'P.S.14'P.S.14'P.S.12'P.S.12'
20
'
24'
3
0'
RELOCATED
SPECTRUM TO BE
EXISTING AERIAL
PLACE
ABANDONED IN
SPECTRUM CATV
UNDERGROUND
EXISTING
PLACE
ABANDONED IN
SPECTRUM CATV
UNDERGROUND
EXISTING
SITE 59 FFC
C
C
C
C
F
F
F
F
F
F
F
C
C
C
F
F
C
C
C
C
F
C
C
F C
F
F
F
F
F
C
F
F
C
C
C
F
C
C
C
C
F
FF
F
F
F
F
F
F
C C
C
C
C F
F
F
C
C
C
F
C
F
F
F
F
C
C
F
C
C
C
C
C
C
FF
C
F
F
C
C
C C
C
F
C
F
C
C
C C
C
C
C
C
C
C
C
CCCC133
134
142
149
152
153153
156
150 PROP. FENCE WOVEN WI
REPROP. FENCE WOVEN WIRE
PROP. FENCE
W
OVEN
W
I
REPROP. FENCE WOVEN WIRE
148
151
(CHORD)
(CHORD)
135
80.51' RT
-Y9C- +45.00
110.00
-SR5- +75.00
45.00
+03.78
PROP. FENCE WO
VEN WIRE
(CHORD)
(CHORD)
(CHORD)
(CHORD)
49.76
+10.00
WIRE FENCE
PROP. WOVEN
NAD 83/ NA 2011
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh48.dgndefaultHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
48
MATCHLINE -L- STA. 577+00.00 SEE SHEET 47MATCHLINE -L- STA. 605+00.00 SEE SHEET 49MATCHLINE -Y9A- STA. 18+00.00 SEE SHEET 77
I-5986A
PAVEMENT REMOVAL
SEE SHEET 78
MATCHLINE -Y9C- STA. 12+00.00
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,200
56,100
73,100
55,800
2,400
1,300
I-95 I-95
1,300
600
(NC 82)
GODWIN-FALCON ROAD
(NC 82)
GODWIN-FALCON ROAD
3,100
1,300
1,000
300
900
500
700
400
FOR -SR5- PROFILE SEE SHTS. 196 & 197
FOR -RAB_Y9BC- PROFILE SEE SHT. 188
FOR -RAB_Y9AB- PROFILE SEE SHT. 188
FOR -Y9RPD- PROFILE SEE SHT. 192
FOR -Y9RPC- PROFILE SEE SHT. 191
FOR -Y9RPB- PROFILE SEE SHT. 190
FOR -Y9RPA- PROFILE SEE SHT. 189
FOR -Y9C- PROFILE SEE SHT. 188
FOR -Y9B- PROFILE SEE SHT. 187
FOR -Y9A- PROFILE SEE SHT. 187
FOR -L- PROFILES SEE SHTS. 129 THRU 131
PLANS
0
GRAPHIC SCALE
2550 50 100
SEE SHTS. 2B-1 THRU 2B-3
FOR CROSS-SECTION LAYOUT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SEE SHT. 2A-7
FOR BRIDGE SKETCH-SR5- STA 21+95.00 SEE SHEET 47MATCHLINESEE SHEET 78
-SR5- STA. 38+50.00
MATCHLINE
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
TRUCK APRON
FOR ROW ACQUISITION.PARCELS #123 THRU #161 HAVE NOT BEEN RELEASED
REVISIONS
D
A
B
C
GREU TL-3
GREU TL-3
-L-
B-77
B-77
580+00
585+00
590+00
595+00
600+00
-L-
-L- PC Sta. 589+20.07
-L- PT Sta. 593+21.44
1
0
+
0
0
15+002
0
+00
10
+
0010+0010+0015+00
20+00
25+00
15+00
20+00
-RAB_Y9AB-
-Y9
B-
-Y9
B--RAB_Y9BC-GREU TL-
3
TYPE-
I
I
I TYPE=I
I
ICAT-1TYPE-
I
I
I TYPE-
I
I
I
CAT-1GREU TL-
3
-Y9RPB- SC Sta. 12+00.00
-Y9B- PT Sta. 13+12.25
-Y9B- PC Sta. 15+95.36
-Y9B- PC Sta. 10+00.00
-Y9RPD- PCC Sta. 24+62.36
-Y9RPB- PCC Sta. 22+81.25
-Y9RPD-
-
Y9
C-
-RAB_Y9AB- POC Sta. 13+49.65 (18.0' LT)
-Y9RPB- PT Sta. 23+51.82=
SKEW ANGLE= 74°51'36"
-Y9B- POT Sta. 14+61.82
-L- POC Sta. 591+70.22=
-RAB_Y9BC- POC Sta. 13+50.09 (18.0' LT)
-Y9RPD- PT Sta. 25+38.67
-RAB_Y9BC- POC Sta. 13+36.45 (37.0' RT)
-Y9B- PT Sta. 20+63.78
-Y9RPB-
-Y9RPC- TS Sta. 11+50.00
-Y9RPC- SC Sta. 13+50.00
11+61.22 (37.0' RT)
-RAB_Y9BC- POC Sta.
-Y9C- POT Sta. 10+00.00
11+83.99 (18.0' LT)
-RAB_Y9BC- POC Sta.
-Y9RPC- POT Sta. 26+84.94
-Y9RPC- CS Sta. 15+50.00
-Y9RPC- SC Sta. 16+00.00
-Y9RPC- CS Sta. 19+61.35
-Y9RPC- SRS Sta. 21+71.35
-Y9RPC- SC Sta. 23+41.35
-Y9RPC- PT Sta. 26+64.99
-Y9A- POT Sta. 19+28.21-Y9A- POT Sta. 19+28.21
10+00
15
+
00
20+00
25
+
00
GREU TL-3
-Y9RPA- TS Sta. 11+00.00
-Y9RPA- ST Sta. 18+17.64
-Y9RPA- TS Sta. 21+57.66
-Y9RPA- CS Sta. 15+87.64
-Y9RPA- SC Sta. 13+30.00
-Y9RPA- SC Sta. 23+27.66
-Y9RPA- PT Sta. 24+55.24
-RAB_Y9AB- POC Sta. 11+87.97 (18.0' LT)
-Y9RPA- POT Sta. 25+33.96 =15+0020+0025+00
-Y9RPA--Y
9R
PA
--SR5- PC Sta. 23+34.42
-SR5- PCC Sta. 27+41.48
-SR5- PRC Sta. 33+22.12
-SR5- PRC Sta. 36+39.26
35+0030+0025+00
FILL & CAP
-Y9RPC-
CAT-1
= 4° 00' 00"
-L- POT Sta. 577+75.00 (61.0' RT)
-Y9RPC- POT Sta. 10+00.00=CCCC152
-SR5- PRC Sta. 33+22.12
C
-SR5- PRC Sta. 36+39.26
SEE INSET A
ENGLISH
0
SCALE FOR INSET
0 400
SCALE
100 100 200
200 200
HC HC
CLEARING
DENOTES HAND
SHEET 11A OF 18
UTILITY PERMIT DRAWING
SEE INSET BINSET A
INSET B
REVISED 1/26/2022
REMOVE CB
REMOVE CB
REMOVE
REMOVE
REMOVE
REMOVE REMOVEDI
4817
4818
5 SY GEOTEXTILE
1 TON CL B RIP RAP
15" RCP-III
15" CSP 2 ELBOWS
4806
4811
42 SY GEOTEXTILE
16 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
4810
4809
15" RCP-IV
15" RCP-III
15" CSP 2 ELBOWS
4815
2GIB-WSF
4803
481621 SY GEOTEXTILE
7 TON CL B RIP RAP
48" RCP-IV48" RCP-IV48" RCP-IV
2GIA-WSF
4823
4822 2GIA-WSF
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
HW4821 REMOVEREMOVE
REMOVE DI
REMOVE DI
REMOVE DI
P
P
P
P
P
P
P
P
5 SY GEOTEXTILE
1 TON CL B RIP RAP
4828
4827
15" RCP-III
48
" RCP-
I
V4824
4GI
4830
50 SY GEOTEXTILE
26 TON CL I RIP RAP
REMOVE DI
GRADE TO DRAIN
4833
4834
DI
15"
R
C
P-III RCP-III 15"CB-G
15" RCP-III 15"
R
C
P-II
I
CB-F
4835
4836
5 SY GEOTEXTILE
1 TON CL B RIP RAP
4832
4831
CB-F
4838
CB-F
SEE DETAIL D
LATERAL BASE DITCH GRADE TO DRAI
N4840
CB-G
4839
CB-F
CB-F
4843
4837 DI
15" RCP-III
15" R
C
P-II
I
RCP-III 15"
RCP-III 15"
RCP-III
15"
18" RCP-III
18" RCP-III 4842
TB JB w/MH
4841
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
S
E
E DE
T
AIL BSP
E
CI
AL CUT DIT
CHSEE DETAIL B
SPECIAL CUT DITCH
4845
CB-G
4844
DI15" RCP-III RCP-
I
I
I
1
5
"
4846
CB-F
4847
7 SY GEOTEXTILE
2 TON CL B RIP RAP
4848CB-F 15" RCP-III
5 SY GEOTEXTILE
1 TON CL B RIP RAP
4849
2 E
L
B
O
WS
15" CSP
SEE DETAIL AG
LATERAL RIPRAP BASE DITCH
SEE DETAIL AB
MEDIAN BASE DITCH
SEE DETAI
L ABM
EDI
AN BASE DI
TCHSEE DETAIL AB
MEDIAN BASE DITCH
4807
REMOVE REMOVEREMOVEREMOVESEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
R
EM
OV
E
7801 REMOVESEE DETAIL C
SPECIAL LATERAL BASE DITCH
4850
CB-F15" RCP-III
4851
CB-G
4852
CB-F
15" RCP-III
15" RCP-III
4853
15" RCP-III 4854
CB-F
CB-G
15" RCP-III 4855
CB-F
15" RCP-III
4802
2GIB-WSF
4801
2GIB-WSF
4805
2GIB-WSF
4804
2GIB-WSF
30" RCP-IV
4857
4856
15" RCP-IV
15" RCP-IV
4859
4858
OEP
OEP
SEE DETAIL I
STANDARD BASE DITCH SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL I
STANDARD BASE DITCH
DI
24" RCP
REMOVE 10'
24" RCP
REMOVE 10'
GRADE TO DRAIN
SEE DETAIL F
SPECIAL CUT BASE DITCH
4860 2GIB-WSF
4861 2GIB-WSF
15" RCP-III
SEE DETAIL F
SPECIAL CUT BASE DITCH
24
" RCP-
I
V15" RCP-IV 4897
4896
4898
4899
4893
4894
7 SY GEOTEXTILE
2 TON CL B RIP RAP
14 SY GEOTEXTILE
5 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF2 @ 24" RCP-IVSEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVEREMOVE DI
REMOVE DI
SEE DETAIL K
LAT. V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL G
SPECIAL MEDIAN DITCH
18" RCP
REMOVE 10'
REMOVE 10' OF 18" RCP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
W/FLOWABLE
PLUG & FILL W/
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL I
BASE DITCHSTANDARD
18" RCP-IV
18" RCP-IV
4862
2GIB-WSS
4863
2GIB-WSS
30" RCP-IV
4892
18" RCP
REMOVE 40'
SEE DETAIL F
BASE DITCH
SPECIAL CUT
GEOTEXTILE
RIP RAP 5 SY
1 TON CL B
GEOTEXTILE
RIP RAP 10 SY
3 TON CL B
18" RCP-IV
4865
4866
JB w/MH
JB w/MH
SEE DETAIL AC
SPECIAL CUT BASE DITCH
21 SY GEOTEXTILE
8 TON CL B RIP RAP
SEE DETAIL F
BASE DITCH
SPECIAL CUT
SEE DETAIL F
BASE DITCH
SPECIAL CUT
SEE DETAIL B
SPECIAL CUT DITCH
W/ FLOWABLE FILL
PIPE THEN PLUG & FILL
OUTLET THROUGH EXISTING
INSTALL SHOULDER DRAIN
18"
18
" 4867
4868
18"
SEE DETAIL B
SPECIAL CUT DITCH
S
E
E DE
T
AI
L BSP
E
CI
AL CUT DI
T
CHSubmitted 2/1/2022
10' B
ST
48
" WW W/1SBW48" W
W
W/1SBW
48" WW W/1SBW
G
R18.5'
S
R 1860 GO
RDON
W
ILL
IAM
S
RD 21' B
S
T
MTL
MTL
MTL
MTL
MTL
MTL MTLMTLMTL
MTL
NC 82 GODWI
N FALCON RD 23' BSTMTLMTLMTL10' GR
(RUI
NS)CONC FOUNDATI
ON10' SOILB
STBSTBSTSOI
LSOI
LCONCBST
CONC
WOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
GRASS
17' SOILCONC PAD66" CHL48" WW W/1SBWWOODSP
I
NES 6.5' SOIL1
0'
S
OI
L
MTL
MTL
MTL
MTL
WOODS W/LTGUYW/LTWOODS
WOODS
WOODS
WOODS
W
OODSW
OOD
SLPLPI-95 SBL VAR BST
I-95 NBL VAR BST
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST 45' BST50' BSTI-95 ON RAMP 23' BST
I-95 OFF RAMP 24' BSTI-95 OFF RAMP VAR BSTI-95 ON RAMP VAR BST
BROKEN BSTBST10' BST
10.5' BST
3.5' BST
3.5' BST
SR 18
60 GORDON WI
LLI
AMS RD 21.5' BSTNC
8
2 GODWI
N FALCON RD
2
3
' BSTNC
8
2 GODWI
N FALCON RD
2
2
' BSTBL-216
BL-217
BL
-215 BY3-245BY3-246WPCONC ISL
CONC
ISL
48" WW 1SBW
TURPIN JR, CLIFTON L
TURPI
N RENTALS LLCBRAXTON, CLARA GAYLE M
MILLS FAMILY PROPERTIES LLC
UPTON, JOHNNIE MCLEAN
DB 2923 PG 481
PB 27 PG 48
DB 1116 PG 427
DB 5616 PG
45
1
DB 5036 PG 32
DB 4654 PG 771
DB 7424 PG 185
C/O JAMES M MCINTYR
EXXON CORP
DB 10083 PG 228
& WIFE JUANITA W
DAWKINS, CHARLES FRANKLIN
N 43°15'27" E
1908.39'N 36°30'33" W183.00'EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/W
S 47°00'53" E3.70'S 67°52'52" WS 47°00'53" E154.54'EI
PEI
P
S
7
0
°
2
2'
4
4
" E1
4
6.
8
6'
N 19°36'48" E
292.00'S
7
0
°
2
3'
1
2
" E4
0
0.
0
0'
N 19°36'48" E
292.60'N 23°10'55" W40.36'EXI
STI
NG R/WN 62°03'33" WS 47°00'53" E165.86'N 42°46'54" E
472.76'S 59°09'06" E449.60'EXI
STI
NG R/WEXISTING R/WEXISTING R/WS 30°50'54" W
164.58'
N 30°50'46" E
1352.23'MTL BILLBOARDGRAVEL20'R/W MON
R/W MON
R/W MONR/W MON R/W MONR/W MONECMBM #511HH
HHTCTTTSPHHTSPFOFOFO(T
S
)8"8"
8
"RECORDPLACED PER UTI
LI
TYFOUND
I
N FI
ELDTELEPHONE PED NOTBK DB 4794 PG 305
DB 9523 PG 764
GREENWOOD, MARGARET W
PB 65 PG 11
ALTMAN, DORIS ELLEN LIFE
DB 7467 PG 694
BRAXTON, CLARA GAYLE M
BK DB 5036 PG 32
DB 9209 PG 731
TURPIN RENTALS LLC
DB 5616 PG 448
AAAA INC
DB 4908 PG 144 DB 1116 PG 427 M MCI
NTYRC/O JAMESEXXON CORPS 29°39'52" W
238.44'301.86'EXI
STI
NG R/WWAT
ER PU
MP
ICV
ICV
S
POUTBILLBOARDvv
v
vvv15" RC
P CONC BRI
DGE15" RCP1
5
" RCPJ
BPOSS8" CMP
18" RCP
18" RCP8" CMP
8" CMP
8" CMP24" RCP18" RCP24" RCPFESDIDI
DI
2
4
" RCP
2
4
" RCP2
4
" RCPDI
DI
CONC HW
FES
FES
DI
CONC HW
FES18" RCPFESDI
18" RCP
18" RCP8" CMP
DI
CBCBCBCB18" RCPHW
CONC
HW
CONC
HW
CONC
HW
CONC
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
CONC PAVED DITCH
15" RCP BRI
DGE #3150140
15015
0
15015015
0
150
150150
1
50150150150
150 150150150150150 150150150150
150
150 150150150150150150
150150150
150
150
1
5
0150150150
15015015
0
150150150
150150150150150150
150150150
150150150150150150150
150 1501501501501
5
0
150
150150
150
150
150150
150
15
0 1501
5
0
150150150150150150150150150150150150150
150150
150150150150150150160160160
160160160160
160
160160
160160160160
160160160160160160
16016016016
0
170
17
0170170
148.0152.0142.0 142.014
2.0
142.0
142.0142.0142.0142.0144.0 144.0144.0144.0144.0144.0144.0144.0144.0144.014
4.0
146.0146
.0
146.0146.0146.0146.0146.0
14
6.0146.0146.0146.0
146.0146.0146.0146.0146.0148.0148.0148.0 148.0148.0
148.0
148.0148.0
148.0
148.0148.0148.0148.0148.0148.0148.0148.0148.0 148.0148.0
148.0 148.0148.0148.0148.0
148.0
148.0
148.0
148.0148
.0148.0148.0148.0148.0148.0148.0148.0148.0148.0
1
4
8.
0
14
8.0
1
4
8
.0148.0148.0148.0
148.0
148.0
1
4
8.0148.0148.0148.0148.0 148.0148.0148.0148.0148.0148.0148.0148.0148.0148.0
14
8.0148.0148.014
8.0148.0152.0
152.0152.0
152.0152.0
152.0152.0152.0
152.0
15
2
.0
152.0152.0152.0152.0152.0152.0152.0152.0152.0152.0152.0152
.0152.0152.0152.0152.0152.0
152.0
152.0152.0 152.0152.0
15
2.0
152.0152.0152.0
152.0
152.0152.01
5
2
.
0
152.0152.0
15
2.0
152.0152.0
152.0152.0
152.0152.0152.0152.0152.0 152.0152.0152.0152.0152.0152.0152.0152.0
152.0152.0152.0152.0152.0154.0
154.0154.0154.0
154.0
154.0154.0154.0154.0154.01
5
4.0154.0154.0154.0
154.0154.0154.0154.0
154.0154.0
154.0154.0
154.0154.0154.0154.0154.0154.0
154.0
15
4.0
154.0 154.0154.0154.01
5
4
.0 154.0154.0154.0 154.0154.0154.0154.0156.0156.0 156.0156.0156
.0
156.0
156.015
6.
0
15
6.0
156.0
15
6.0156.0156.0156.0156.0156.0156.0
156.0156.0
156.0156.0 156.0156.0
156.0 156.0156.0156.0156.01
5
6.
0
156.0
156.0
156
.0
156.0156.015
6.0 156.0156.0
156.0
156.0
156.0
1
5
6
.
0
156.0156.0156.0156.0156.0
156.0156.0156.0156.0156.0156.0156.0 156.0156.0156.0
156.0158.0
15
8.0158.0158.0158.0
158.0158.0
158.0
158.0158.0158.0158.0158.0
158.0158.0
158.0
15
8.0
158
.0
1
5
8.
0162.0162.0162.016
2.0
16
2.0
162.0162.0162.0162.0164
.0
164.0
1
6
4
.
0
164.0164.0
164.01
6
6.
0166.0166.0166.0
166.0166.01
6
8.
0
168.0
1
7
2.0172.017
4.0174.0174.0174.0WD
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-956045'100'
45'
45'100'35'1
0
0'.025.02.02.025.02.02.025.02.02.025.02.0226'
.02.01
.00
.01
.0
2 .02.01.00
.01
.02.00.01
.005
.01
.02(TYP)25'
.02
.01
.00.01
.
0
2
.02.01.00
.01.02
.01.01
.02.02
.01
.02
.03
.02
.01
.00
.01
.02
.03
.02
.01
.00
.01
.02
.03
.03 .02
.01
(TYP)25'
(
T
YP)
2
5'+10
+90
(TYP)25'
(TYP)
2
5'
+35
+50
.0
7
.0
6
.0
5
.04
.03
.02
(TYP)22'+
3
0
.025.03.04.05.06.07(TYP)
28.57'
.07.0
6.05.04.03
.0
2
+
20P.S.12'PROP. MEDIAN BARRIER
PROP. MEDIAN BARRIER
8:1
8:1
8
:1
8:1
8
:1
8:1
.0716'P.S.4'P.S.4'
P.S.4'
16'
P.S.4'
8:
1
8:1
8:1P.
S.
4'
1
6'
P.
S.
4'4'P.S.16'P.S.4'
8:
1
8:112'12'
17.5'P.S.5'
P.S.5'
57.5'48'26'48'P.S.12'P.S.12'P.S.12'48'26'48'P.S.12'8:1
8:18:1
12'
8'12'P.S.5'
P.S.5'.025.025.03.04.05.06.07(TYP)
28
.57
'.07.08.08
.07
.06 .05.04.03.02.01.00.01.02.03.04.05
.06.07.08(TYP)26.25'(TYP)21.25'.08.07.06.05.04.03.02.01(TYP
)18
.75'+92.50.02.01.008
:1
8:1
P.S.4'16'P.S.4'8:18:1.025.03.04.05.06.07.08(TYP
)
28
.75'
(TYP)28.75'.08.07.06.05.04.03.02(TY
P)21.25'.02.01.00.01.02.03.04.05.06.07.08.02.01.00.01.02.03.04.05.06.07.08(TY
P
)1
8
.75'+42.50.04(TYP
)20'+68.15.01.02.03.02.02.01.00.03.02.01.00.01.02.03.04
(TYP)20'.04
.04.03.02.01.00.01.02.03.04
(TYP)
2
0'22'.02.0222'.04P.S.4'16'P.S.4'P.S.4'16'P.S.4'8:1
PROP. SIGN
8:1
(TYP)22'
SINGLE FACE BARRIER
MSE WALL &
SINGLE FACE BARRIER
MSE WALL &P.S.12'P.S.14'P.S.8'12'
P.S.5'
12'
P.S.8'P.S.14'P.S.14'P.S.12'P.S.12'
20
'
24'
3
0'
RELOCATED
SPECTRUM TO BE
EXISTING AERIAL
PLACE
ABANDONED IN
SPECTRUM CATV
UNDERGROUND
EXISTING
PLACE
ABANDONED IN
SPECTRUM CATV
UNDERGROUND
EXISTING
SITE 59 FFC
C
C
C
C
F
F
F
F
F
F
F
C
C
C
F
F
C
C
C
C
F
C
C
F C
F
F
F
F
F
C
F
F
C
C
C
F
C
C
C
C
F
FF
F
F
F
F
F
F
C C
C
C
C F
F
F
C
C
C
F
C
F
F
F
F
C
C
F
C
C
C
C
C
C
FF
C
F
F
C
C
C C
C
F
C
F
C
C
C C
C
C
C
C
C
C
C
CCCC133
134
142
149
152
153153
156
150 PROP. FENCE WOVEN WI
REPROP. FENCE WOVEN WIRE
PROP. FENCE
W
OVEN
W
I
REPROP. FENCE WOVEN WIRE
148
151
(CHORD)
(CHORD)
135
80.51' RT
-Y9C- +45.00
110.00
-SR5- +75.00
45.00
+03.78
PROP. FENCE WO
VEN WIRE
(CHORD)
(CHORD)
(CHORD)
(CHORD)
49.76
+10.00
WIRE FENCE
PROP. WOVEN
NAD 83/ NA 2011
1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh48_con.dgndefaultHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
48
MATCHLINE -L- STA. 577+00.00 SEE SHEET 47MATCHLINE -L- STA. 605+00.00 SEE SHEET 49MATCHLINE -Y9A- STA. 18+00.00 SEE SHEET 77
I-5986A
PAVEMENT REMOVAL
SEE SHEET 78
MATCHLINE -Y9C- STA. 12+00.00
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,200
56,100
73,100
55,800
2,400
1,300
I-95 I-95
1,300
600
(NC 82)
GODWIN-FALCON ROAD
(NC 82)
GODWIN-FALCON ROAD
3,100
1,300
1,000
300
900
500
700
400
FOR -SR5- PROFILE SEE SHTS. 196 & 197
FOR -RAB_Y9BC- PROFILE SEE SHT. 188
FOR -RAB_Y9AB- PROFILE SEE SHT. 188
FOR -Y9RPD- PROFILE SEE SHT. 192
FOR -Y9RPC- PROFILE SEE SHT. 191
FOR -Y9RPB- PROFILE SEE SHT. 190
FOR -Y9RPA- PROFILE SEE SHT. 189
FOR -Y9C- PROFILE SEE SHT. 188
FOR -Y9B- PROFILE SEE SHT. 187
FOR -Y9A- PROFILE SEE SHT. 187
FOR -L- PROFILES SEE SHTS. 129 THRU 131
PLANS
0
GRAPHIC SCALE
2550 50 100
SEE SHTS. 2B-1 THRU 2B-3
FOR CROSS-SECTION LAYOUT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SEE SHT. 2A-7
FOR BRIDGE SKETCH-SR5- STA 21+95.00 SEE SHEET 47MATCHLINESEE SHEET 78
-SR5- STA. 38+50.00
MATCHLINE
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6
ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
TRUCK APRON
FOR ROW ACQUISITION.PARCELS #123 THRU #161 HAVE NOT BEEN RELEASED
REVISIONS
D
A
B
C
GREU TL-3
GREU TL-3
-L-
B-77
B-77
580+00
585+00
590+00
595+00
600+00
-L-
-L- PC Sta. 589+20.07
-L- PT Sta. 593+21.44
1
0
+
0
0
15+002
0
+00
10
+
0010+0010+0015+00
20+00
25+00
15+00
20+00
-RAB_Y9AB-
-Y9
B-
-Y9
B--RAB_Y9BC-GREU TL-
3
TYPE-
I
I
I TYPE=I
I
ICAT-1TYPE-
I
I
I TYPE-
I
I
I
CAT-1GREU TL-
3
-Y9RPB- SC Sta. 12+00.00
-Y9B- PT Sta. 13+12.25
-Y9B- PC Sta. 15+95.36
-Y9B- PC Sta. 10+00.00
-Y9RPD- PCC Sta. 24+62.36
-Y9RPB- PCC Sta. 22+81.25
-Y9RPD-
-
Y9
C-
-RAB_Y9AB- POC Sta. 13+49.65 (18.0' LT)
-Y9RPB- PT Sta. 23+51.82=
SKEW ANGLE= 74°51'36"
-Y9B- POT Sta. 14+61.82
-L- POC Sta. 591+70.22=
-RAB_Y9BC- POC Sta. 13+50.09 (18.0' LT)
-Y9RPD- PT Sta. 25+38.67
-RAB_Y9BC- POC Sta. 13+36.45 (37.0' RT)
-Y9B- PT Sta. 20+63.78
-Y9RPB-
-Y9RPC- TS Sta. 11+50.00
-Y9RPC- SC Sta. 13+50.00
11+61.22 (37.0' RT)
-RAB_Y9BC- POC Sta.
-Y9C- POT Sta. 10+00.00
11+83.99 (18.0' LT)
-RAB_Y9BC- POC Sta.
-Y9RPC- POT Sta. 26+84.94
-Y9RPC- CS Sta. 15+50.00
-Y9RPC- SC Sta. 16+00.00
-Y9RPC- CS Sta. 19+61.35
-Y9RPC- SRS Sta. 21+71.35
-Y9RPC- SC Sta. 23+41.35
-Y9RPC- PT Sta. 26+64.99
-Y9A- POT Sta. 19+28.21-Y9A- POT Sta. 19+28.21
10+00
15
+
00
20+00
25
+
00
GREU TL-3
-Y9RPA- TS Sta. 11+00.00
-Y9RPA- ST Sta. 18+17.64
-Y9RPA- TS Sta. 21+57.66
-Y9RPA- CS Sta. 15+87.64
-Y9RPA- SC Sta. 13+30.00
-Y9RPA- SC Sta. 23+27.66
-Y9RPA- PT Sta. 24+55.24
-RAB_Y9AB- POC Sta. 11+87.97 (18.0' LT)
-Y9RPA- POT Sta. 25+33.96 =15+0020+0025+00
-Y9RPA--Y
9R
PA
--SR5- PC Sta. 23+34.42
-SR5- PCC Sta. 27+41.48
-SR5- PRC Sta. 33+22.12
-SR5- PRC Sta. 36+39.26
35+0030+0025+00
FILL & CAP
-Y9RPC-
CAT-1
= 4° 00' 00"
-L- POT Sta. 577+75.00 (61.0' RT)
-Y9RPC- POT Sta. 10+00.00=CCCC152
-SR5- PRC Sta. 33+22.12
C
-SR5- PRC Sta. 36+39.26
SEE INSET A
ENGLISH
0
SCALE FOR INSET
0 400
SCALE
100 100 200
200 200
HC HC
CLEARING
DENOTES HAND
SHEET 11B OF 18
UTILITY PERMIT DRAWING
SEE INSET BINSET A
INSET B
REVISED 1/26/2022
REMOVE CB
REMOVE CB
REMOVE
REMOVE
REMOVE
REMOVE REMOVEDI
4817
4818
5 SY GEOTEXTILE
1 TON CL B RIP RAP
15" RCP-III
15" CSP 2 ELBOWS
4806
4811
42 SY GEOTEXTILE
16 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
4810
4809
15" RCP-IV
15" RCP-III
15" CSP 2 ELBOWS
4815
2GIB-WSF
4803
481621 SY GEOTEXTILE
7 TON CL B RIP RAP
48" RCP-IV48" RCP-IV48" RCP-IV
2GIA-WSF
4823
4822 2GIA-WSF
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
HW4821 REMOVEREMOVE
REMOVE DI
REMOVE DI
REMOVE DI
P
P
P
P
P
P
P
P
5 SY GEOTEXTILE
1 TON CL B RIP RAP
4828
4827
15" RCP-III
48
" RCP-
I
V4824
4GI
4830
50 SY GEOTEXTILE
26 TON CL I RIP RAP
REMOVE DI
GRADE TO DRAIN
4833
4834
DI
15"
R
C
P-III RCP-III 15"CB-G
15" RCP-III 15"
R
C
P-II
I
CB-F
4835
4836
5 SY GEOTEXTILE
1 TON CL B RIP RAP
4832
4831
CB-F
4838
CB-F
SEE DETAIL D
LATERAL BASE DITCH GRADE TO DRAI
N4840
CB-G
4839
CB-F
CB-F
4843
4837 DI
15" RCP-III
15" R
C
P-II
I
RCP-III 15"
RCP-III 15"
RCP-III
15"
18" RCP-III
18" RCP-III 4842
TB JB w/MH
4841
SEE DETAIL I
STANDARD BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
S
E
E DE
T
AIL BSP
E
CI
AL CUT DIT
CHSEE DETAIL B
SPECIAL CUT DITCH
4845
CB-G
4844
DI15" RCP-III RCP-
I
I
I
1
5
"
4846
CB-F
4847
7 SY GEOTEXTILE
2 TON CL B RIP RAP
4848CB-F 15" RCP-III
5 SY GEOTEXTILE
1 TON CL B RIP RAP
4849
2 E
L
B
O
WS
15" CSP
SEE DETAIL AG
LATERAL RIPRAP BASE DITCH
SEE DETAIL AB
MEDIAN BASE DITCH
SEE DETAI
L ABM
EDI
AN BASE DI
TCHSEE DETAIL AB
MEDIAN BASE DITCH
4807
REMOVE REMOVEREMOVEREMOVESEE DETAIL D
LATERAL BASE DITCH
SEE DETAIL B
SPECIAL CUT DITCH
R
EM
OV
E
7801 REMOVESEE DETAIL C
SPECIAL LATERAL BASE DITCH
4850
CB-F15" RCP-III
4851
CB-G
4852
CB-F
15" RCP-III
15" RCP-III
4853
15" RCP-III 4854
CB-F
CB-G
15" RCP-III 4855
CB-F
15" RCP-III
4802
2GIB-WSF
4801
2GIB-WSF
4805
2GIB-WSF
4804
2GIB-WSF
30" RCP-IV
4857
4856
15" RCP-IV
15" RCP-IV
4859
4858
OEP
OEP
SEE DETAIL I
STANDARD BASE DITCH SEE DETAIL F
SPECIAL CUT BASE DITCH
SEE DETAIL I
STANDARD BASE DITCH
DI
24" RCP
REMOVE 10'
24" RCP
REMOVE 10'
GRADE TO DRAIN
SEE DETAIL F
SPECIAL CUT BASE DITCH
4860 2GIB-WSF
4861 2GIB-WSF
15" RCP-III
SEE DETAIL F
SPECIAL CUT BASE DITCH
24
" RCP-
I
V15" RCP-IV 4897
4896
4898
4899
4893
4894
7 SY GEOTEXTILE
2 TON CL B RIP RAP
14 SY GEOTEXTILE
5 TON CL B RIP RAP
2GIB-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF2 @ 24" RCP-IVSEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVEREMOVE DI
REMOVE DI
SEE DETAIL K
LAT. V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL G
SPECIAL MEDIAN DITCH
18" RCP
REMOVE 10'
REMOVE 10' OF 18" RCP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL F
SPECIAL CUT BASE DITCH
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
FLOWABLE FILL
PLUG & FILL W/
W/FLOWABLE
PLUG & FILL W/
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL I
BASE DITCHSTANDARD
18" RCP-IV
18" RCP-IV
4862
2GIB-WSS
4863
2GIB-WSS
30" RCP-IV
4892
18" RCP
REMOVE 40'
SEE DETAIL F
BASE DITCH
SPECIAL CUT
GEOTEXTILE
RIP RAP 5 SY
1 TON CL B
GEOTEXTILE
RIP RAP 10 SY
3 TON CL B
18" RCP-IV
4865
4866
JB w/MH
JB w/MH
SEE DETAIL AC
SPECIAL CUT BASE DITCH
21 SY GEOTEXTILE
8 TON CL B RIP RAP
SEE DETAIL F
BASE DITCH
SPECIAL CUT
SEE DETAIL F
BASE DITCH
SPECIAL CUT
SEE DETAIL B
SPECIAL CUT DITCH
W/ FLOWABLE FILL
PIPE THEN PLUG & FILL
OUTLET THROUGH EXISTING
INSTALL SHOULDER DRAIN
18"
18
" 4867
4868
18"
SEE DETAIL B
SPECIAL CUT DITCH
S
E
E DE
T
AI
L BSP
E
CI
AL CUT DI
T
CHSubmitted 2/1/2022
48
" WW
W
/1SBW
48" WW W/1SBW
48" WW
W
/1SBW
MTL
MTL
MTL
MTL
MTL
MTL MTLWOODS
WOODS
WOODS
WOODS
GUYWOODS
I-95 SBL 37' BST
I-95 NBL 37' BST
SR 1804 RHODES POND RD 20' BSTSR 1804 RHODES POND RD 19' BST10' BST
9.5' BST
3.5' BST
3.5' BST
BL-226
BY5-257EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
60.00'260.00'EXISTING R/WR/W-EIP100.00'BM #529BM #516
CONC BRIDGE18" RCP
18" RCP
18" RCP8" CMP8" CMP
18" RCP8" CMP
8" CMP
TOP=142.94'
DI
TOP=146.11'
CB CB
CB CB
DI
FES
FES
FES
FES
HW
CONC
HW
CONC
CONC PAVED DITCH
CONC PAVED DITCH
CONC HW
CONC HWBRIDGE #5463.59'N67°12'29"WWE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-9560140'140'140'.04.03.02.03.025.02.02.02.02.02.01.00.01.02.02.025.025.025.025.025.025.02.02.01.02.02.02.02.01.001:
8
.04.04.025.02.02.025.02.0226
'P.S.12'P.S.14'26'P.S.12'P.S.12'.02.02
.06
.05
.04
.03
.02
.01
.00
.01
.02.02
PROP. MEDIAN BARRIER
1:8
1:8
.02
.02
TYP.25'+82.07
77.5' TYP
P.S.
8'
P.S.
8'
P.S.
8'
P.S.
8'48'48'48'48'8:122'
22'.04P.S.14'SINGLE FACE BARRIER
MSE WALL &
SINGLE FACE BARRIER
MSE WALL &
SITE 60
F
C C
C
F
F
F
F
F F
F
F
C
C
C C
C
C
C
C
F
F F
FF
C
C
FFFF CC
PROP
. WOVEN
WIRE
FENCE
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
(CHORD)
720+00 720+00
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh57.dgndefault8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
57
MATCHLINE -L- STA. 707+00.00 SEE SHEET 56MATCHLINE -L- STA. 720+00.00 SEE SHEET 58MATCHLINE -Y11- STA. 29+00.00 SEE SHEET 82
MATCHLINE -Y11- STA. 20+00.00 SEE SHEET 81 ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,100
55,800
73,100
55,800I-95 I-95
(SR 1804)
RHODES POND ROAD
(SR 1804)
RHODES POND ROAD
I-5986A
FOR -Y11- PROFILE SEE SHT. 194
FOR -L- PROFILES SEE SHTS. 138 & 139
PAVEMENT REMOVAL
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SEE SHT. 2A-8
FOR BRIDGE SKETCH
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
300
200
300
200
GREU TL-3
GREU TL-3
-L-
B-77
B-77
710+00
715+00
-L-
-L- CS Sta. 712+76.26 -L- ST Sta. 715+86.2620+0025+00-Y11- PC Sta. 28+32.07
-Y11- PT Sta. 21+79.44
B-77B-77B-77B-77-Y11-GREU TL-3SKEW ANGLE= 93°07'52"
-Y11- POT Sta. 24+91.66
-L- POC Sta. 710+35.83=
FILL & CAP
SBGPROP.SBGPROP.PROP. SBGPROP. SBG20+00720+00
TL-3
GREU
F
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
SEE INSET A
INSET A
HC HC
CLEARING
DENOTES HAND
SHEET 11C OF 18
UTILITY PERMIT DRAWING
REVISED 1/26/2022
ELEV. = 144.40'
FS MINIMUM
24" RCP-IV24" RCP-IV36" RCP-IV2GIA-WSF
2GIA-WSF
2GIB-WSF
JB W/ MH
JB W/ MH
2GIA-WSF
2GIB-WSF
5703
5702
5701
5704
5705
5706
5710
5712
5709
5713
5714
37 SY GEOTEXTILE
15 TON CL B RIP RAP
5708
5711 15" RCP-III
14 SY GEOTEXTILE
4 TON CL B RIP RAP
5721
5720
5719
5718
2GIB-WSF
2GIB-WSF
15" RCP-III
15" RCP-III
JB W/ MH
2 ELBOWS
15" CSP
15" RCP-III
2 ELBOWS
15" CSP
2GIB-WSF
2GIB-WSF
5717 5715
5716
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVE DI
REMOVE DI
P
P
P
P
P
P
P
P
P
P
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL BASE DITCH
5722
2GIB-WSF
2GIB-WSF
OEP
REMOVE
REMOVE
REMOVE
REMOVE
SEE DETAIL P
LATERAL BASE DITCH
SEE DETAIL K
LATERAL V DITCH
REMOVE
24" RCP-III
42" RCP-III
42" RCP-III
24" RCP-III
OEP
OEP
FLOWABLE FILL
PLUG & FILL W/
15" RCP-IV
30" RCP-IV30" RCP-IV
30" RCP-IV
FLOWABLE FILL
PLUG & FILL W/FLOWABLE FILL
PLUG & FILL W/
GEOTEXTILE
RIP RAP 7 SY
2 TON CL B
Submitted 2/1/2022
48
" WW
W
/1SBW
48" WW W/1SBW
48
" WW
W
/1SBW
MTL
MTL
MTL
MTL
MTL
MTL MTLWOODS
WOODS
WOODS
WOODS
GUYWOODS
I-95 SBL 37' BST
I-95 NBL 37' BST
SR 1804 RHODES POND RD 20' BSTSR 1804 RHODES POND RD 19' BST10' BST
9.5' BST
3.5' BST
3.5' BST
BL-226
BY5-257EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
60.00'260.00'EXISTING R/WR/W-EIP100.00'BM #529BM #516
CONC BRIDGE18" RCP
18" R
CP
18" RCP8" CMP8" CMP
18" RCP8" CMP
8" CMP
TOP=142.94
'
DI
TOP=146.11'
CB CB
CB CB
DI
FES
FES
FES
FES
HW
CONC
HW
CONC
CONC PAVED DITCH
CONC PAVED DITCH
CONC HW
CONC HWBRIDGE #5463.59'N67°12'29"W140
140
140140
140140140140140
140
140 150150150150150150150150150160
160142.014
2
.0
142
.0
142
.0
142.0
142.01
4
2
.
0
1
4
2
.
0
142.0
1
4
2
.
0 142.0142.0
142.0142.0142.0144.0144.0
144.0144.0144.0
144.0144
.0
144.0144.0144.0
1
4
4
.
0
144.0 144.0144.0146.0146.0
146.0
146.0146.0
146.0146.0
146.0146.0146.0146.0146.01
4
6
.
0
1
4
6.
0 148.0148
.0
148.0 1 48.0
148.0148.0148.0148.01
4
8
.
0
1
4
8
.
0
1
4
8
.
0
148.0148.0148.0148.0148.0148.0148.0148.01
4
8
.
0
148.0148.0148.0148.0148
.01
4
8
.
0
1
4
8
.
0148.0148.0
148.0
148.0
1
4
8
.
0148.0148.0152.0152.0154.0154.0156.0156.0158.0158.0162.0162.0WE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-9560140'140'140'.04.03.02.03.025.02.02.02.02.02.01.00.01.02.02.025.025.025.025.025.025.02.02.01.02.02.02.02.01.001:
8
.04.04.025.02.02.025.02.0226
'P.S.12'P.S.14'26'P.S.12'P.S.12'.02.02
.06
.05
.04
.03
.02
.01
.00
.01
.02.02
PROP. MEDIAN BARRIER
1:8
1:8
.02
.02
TYP.25'+82.07
77.5' TYP
P.S.
8'
P.S.
8'
P.S.
8'
P.S.
8'48'48'48'48'8:122'
22'.04P.S.14'SINGLE FACE BARRIER
MSE WALL &
SINGLE FACE BARRIER
MSE WALL &
SITE 60
F
C C
C
F
F
F
F
F F
F
F
C
C
C C
C
C
C
C
F
F F
FF
C
C
FFFF CC
PROP
. WOVEN
WIRE
FENCE
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
(CHORD)
720+00 720+00
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.1/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\Utilities\I-5986A_hyd_UTL_psh57_con.dgndefault8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
57
MATCHLINE -L- STA. 707+00.00 SEE SHEET 56MATCHLINE -L- STA. 720+00.00 SEE SHEET 58MATCHLINE -Y11- STA. 29+00.00 SEE SHEET 82
MATCHLINE -Y11- STA. 20+00.00 SEE SHEET 81 ADT 2040
ADT 2018
TRAFFIC DIAGRAM
73,100
55,800
73,100
55,800I-95 I-95
(SR 1804)
RHODES POND ROAD
(SR 1804)
RHODES POND ROAD
I-5986A
FOR -Y11- PROFILE SEE SHT. 194
FOR -L- PROFILES SEE SHTS. 138 & 139
PAVEMENT REMOVAL
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SEE SHT. 2A-8
FOR BRIDGE SKETCH
FOR DITCH DETAILS SEE SHTS. 2D-5 THRU 2D-6ALL DRIVEWAY RADII 15' UNLESS OTHERWISE LABELED.
REMOVED UNLESS OTHERWISE LABELED.
ALL EXISTING ROW FENCE TO BE
300
200
300
200
GREU
TL-3
GREU TL-3
-L-
B-77
B-77
710+00
715+00
-L-
-L- CS Sta. 712+76.26 -L- ST Sta. 715+86.2620+0025+00-Y11- PC Sta. 28+32.07
-Y11- PT Sta. 21+79.44
B-77B-77B-77B-77-Y11-GREU TL-3SKEW ANGLE= 93°07'52"
-Y11- POT Sta. 24+91.66
-L- POC Sta. 710+35.83=
FILL & CAP
SBGPROP.SBGPROP.PROP. SBGPROP. SBG20+00720+00
TL-3
GREU
F
ENGLISH
25 50 100050
SCALE
0
SCALE FOR INSET
25 25 50
SEE INSET A
INSET A
HC HC
CLEARING
DENOTES HAND
SHEET 11D OF 18
UTILITY PERMIT DRAWING
REVISED 1/26/2022
ELEV. = 144.40'
FS MINIMUM
24" RCP-IV24" RCP-IV36" RCP-IV2GIA-WSF
2GIA-WSF
2GIB-WSF
JB W/ MH
JB W/ MH
2GIA-WSF
2GIB-WSF
5703
5702
5701
5704
5705
5706
5710
5712
5709
5713
5714
37 SY GEOTEXTILE
15 TON CL B RIP RAP
5708
5711 15" RCP-III
14 SY GEOTEXTILE
4 TON CL B RIP RAP
5721
5720
5719
5718
2GIB-WSF
2GIB-WSF
15" RCP-III
15" RCP-III
JB W/ MH
2 ELBOWS
15" CSP
15" RCP-III
2 ELBOWS
15" CSP
2GIB-WSF
2GIB-WSF
5717 5715
5716
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVE DI
REMOVE DI
P
P
P
P
P
P
P
P
P
P
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL D
LATERAL BASE DITCH
5722
2GIB-WSF
2GIB-WSF
OEP
REMOVE
REMOVE
REMOVE
REMOVE
SEE DETAIL P
LATERAL BASE DITCH
SEE DETAIL K
LATERAL V DITCH
REMOVE
24" RCP-III
42" RCP-III
42" RCP-III
24" RCP-III
OEP
OEP
FLOWABLE FILL
PLUG & FILL W/
15
" RCP
-IV
30" RCP-IV30" RCP-IV
30" RCP-IV
FLOWABLE FILL
PLUG & FILL W/FLOWABLE FILL
PLUG & FILL W/
GEOTEXTILE
RIP RAP 7 SY
2 TON CL B
Submitted 2/1/2022
HandExisting 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)16Overhead power: WN*0.37321 -Y5C- 23+55 - 24+62 RT Overhead power: WV0.07222 -Y5FLY- 60+09 - 62+54 RT Overhead power: WW0.20428 -L- 395+04 - 398+40 LT Overhead power: WAG*0.22430 -L- 424+05 - 426+04 LT Overhead power: WAK*0.058-L- 430+62 - 435+09 LT Overhead power: WAL*0.19647 -L- 759+32 - 776+24 RT Overhead power: WBD0.092Overhead power: WBE*0.04858 -L- 250+03 - 251+64 RT Overhead power: WC0.10159 -SR5- 30+53 - 37+69 RT0.28960 -Y11- 21+84 - 22+78 RT Overhead power: WE0.050TOTALS*:0.000 0.000 0.000 0.000 1.707 0.00 0.00 00 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 18OF 18 WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSREVISED 1/26/2022DIVISION OF HIGHWAYS Site 30: 2 poles= 6.2sqft Site 47: 1 pole= 3.1sqftTotal= 25sqft permanent fill in wetlands-Y4- 32+97 - 33+91 RT & -Y4- 37+51 - 41+72 RTOverhead power, UG telephone, waterline: WD8/21/2020Cumberland / Harnett CountiesNC DEPARTMENT OF TRANSPORTATIONI-5986A / I-5877* Denotes proposed 2' diameter power pole will be used at 3.1sqft per pole, permanent fill in wetlands Site 16: 4 poles= 12.4sqft Site 28: 1 pole= 3.1sqftSubmitted 2/1/2022