20190230 Ver 1_Utility Impact site numbers_20190624

Carpenter, Kristi
From: Rivenbark, Chris
Sent: Monday, June 24, 2019 10:56 AM
To: Ward, Garcy; Barnes, Kyle W CIV USARMY CESAW
(US)
Cc: Cashin, Gordon E
Subject: R-2582A Utility Impact site numbers US 158
Northampton County
Attachments: R-2582A_Utilities reduced file.pdf
The site numbers for proposed utility impacts have been adjusted to align with the
other permit drawings. Additionally, sheets are now provided for each utility site
however impact amounts have not changed.
I will update the application package on the website.
Please let us know if you have any questions.
Chris Rivenbark
Environmental Analysis Unit
North Carolina Department of Transportation
919 707 6152 office
crivenbark(cDncdot.aov
1598 Mail Service Center
Raleigh, NC 27699-1598
1000 Birch Ridge Drive
Raleigh, NC 27610
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
parties.

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See Sheet I -A For Index of Sheets
See Sheet I-B For Conventional Symbols
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48 95 BEGIN PROJECT 11301 2
46 R-2582A F l
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WELIIO I 5
CQ �� E'ND PROJECTR-2582A
95
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DA O eoories Mill
+CROSSRO. S� Pondlid
VICINITY MAP
r' OF NORTH CAROLINA
STAT'T_j
NORTHAMPTON CO UNTY
STATE
STATE PROJECT REFERENCE NQ
SHEET
NO.
TOT AL
SHEETS
N.C.
R-2582A
NE-1
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
34472.1.4
PE
34472.2.4
Rw, UTIL.
34472.3.2
CONSTRUCTION
NEU UTILITY RELOCATION PERMIT PLANS
BEGIN T.I.P. R-2582A -L- S TA.17 + 00.00
DRIVEWAY CONNECTION
-L- STA10+50A0 95 BEGIN CONSTRUCTION - BEGIN CULVERT EXT.
-L- STA 85 +57.46
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LOCATION.- US
158
FROM I-95/111C
46 I111 ROANOKE RAPIDS
TO
SR
1312 (STJOHN
CHURCH RD)
LONG FARM RD. 0 GARNER RD.
-YI- STA/0+00.00 73 95 Arthurs END CULVERT EXT.
BEGIN CONSTRUCTION 7ro Creek -L- STA 85+8623
SR 1138
BEGIN -Y7- BRIDGE _END -Y7-
-L - STA 169+57.99 -L- STA I
lk
!� a�tffi�
BEGIN -Y8- BRIDGE
-L- STA 192+29.77
END -Y8- BRIDGE
-L- STA 193+18.77
BEGIN -Y9- BRIDGE
-L- STA 197+8723
US l58/30/
-Y9- STA 35 +50DO
END CONSTRUCTION
5
7,
S'I
vZ
I� END -Y9- BRIDGE
vcconeeccnee__ US 158/301 - ,"� / -L- STA /98+93A6
Creek -Y9- STAI3tO0�170.
BEGIN CONSTRUCTION
ST JOHN'S CHURCH RD. �Q
- -- - �� 5
5
STA457+15.00
END CONSTRUCTION
END T.I.P. R-2582A -L- STA.451 + 00.00
OCCONEECCHEE NECK RD. PORTIONS OF THIS PROJECT HAVE PARTIAL AND/OR FULL CONTROL OF ACCESS.
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GARYSBURG.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
OLD HIGHWAY RD.
Trouble
Field —
Creek t
/
BEGIN CULVERT J \ END CULVERT
-L- STA 286+38.00 -L- STA 2861
-Y/3A- E0. STA67+57.51(BK)
STA/0+00 (AH)
SERVICE RD.
-Y13A- STA 50+OOA0
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepored In the Offtce of
GRAPHIC ,AL S DESIGN DATA PROJECT LENGTH : HYDRAULICS ENGINEER
504 Meadowland Drive
SU�JHIT Hillsborough, NC 27278-8551
ADT 2 019 = 6400 Voice: [phone] Fax: [phone]
50 25 0 50 100 ADT 2039 = 8418 LENGTH ROADWAY T.I.P. PROJECT R-2582A = 8.149 MILES FDESIGN AND
IRM NO. P-0339GINEERINGSERVICES www.summitde.net
= O /o
PLANS K 11 LENGTH STRUCTURE T.I.P. PROJECT R-2582A = 0.071 MILES 2018 STANDARD SPECIFICATIONS
D = 60 o/p PE
TOTAL LENGTH OF T.I.P. PROJECT R-2582A = 8.220 MILES SIGNATURE: 59
50 25 0 50 100 T = 21 /p RIGHT OF WAY DATE. TRACY N. PARROTT, PE
V = 70 MPH June 3 0 2 017 PROJECT ENGINEER ROADWAY DESIGN ENGINEER
PROFILE (HORIZONTAL) * TTST =14 DUAL = 7OF
FUNC CLASS = GARY LOVERING, PE LETTING DATE: REKHA V. PATEL, PE ���
10 5 0 10 20
EXPRESSWAY NCDOT CONTACT April 16, 2019 PROJECT DESIGN ENGINEER
do
PROFILE (VERTICAL) STATEWIDE TIER P.E.
SIGNATURE. -
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1 6, PROJECT REFERENCE NO. SHEET NO.
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R -2582A NE -02
00 R/W SHEET NO.
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I ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
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DENOTES HAND
3, CLEARING
ANNIE TUDOR
DB 02E PG 164
-/ - CS Stn_ 79+_30;_3-3
Utility Site 2
Sta. 82+36.33
DETAIL A
INLET CHANNEL
STREAMBANK STABILIZATION
( Not to Scale)
A=O. 010 AC
v�
ARTHUR'S CREEK
(TO ROANOKE RIVER) F
PROP. EXCAVATION
EST.45 CY DDE
NATURAL
GROUND
STREAMBANK STABILIZATION
ST 65 TONS CLASS I RIPRAP
DETAIL B
OUTLET CHANNEL
STREAMBANK STABILIZATION
( Not to Scale)
NI D
KEY -IN
1 FT
NATURAL
GROUND
s
NEDA SOBHANI
DB 967 PG 334
PROPOSED AERIAL POWER
AND COMMUNICATION LINE
LATERAL V-DITCH
W/CLASS B RIP RAP
SEE DETAIL 21
0 S SUITER . R
DB 571PC 333
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the NC FIRM LICENSE No:Office of: [ESUMNIT 504 Meadowlands Driverfve
H1115
borough, INC 27278
aowM ua.�aE [phone]
[phone] (FAX)
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SAND RIDGE DEVELOPMENT
DB 653 PC 552
ASSN, INC.
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KEY-IN
/BILE FABRIC
�. `PROP. STREAM BED
L�I FTT-- EST. CY DDE
ON STREAMBANKS ONLY
m nl1Tl.ELS.kiAHNE1.
rn/ INLET CHANNEL B = 22FT - 30FT VAR. B = 15Fr - 30FT VAR.
(I) D = 2.5FT - 4.5FT VAR. STREAMBANK STABILIZATION
D = (TO T - 4.5FT VAR. TOB) EST. 90 TONS CLASS I RIPRAP
N1.5 1.5
� T = .5 FT T = .5 FT
Om \ TOB) WA20 SY GEOTEXTILE FABRIC
�ON STREAMBANKS ONLY SEE SHEET 39 FOR -L- PROFILE
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SEE DETAIL 19
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Utility Site 3
PERMANENT FILL 1
6,730 SQUARE FEET TO BE
HAND CLEARED BY POWER
44
DEVELOPMENT ASSN➢ INC.
653 PG 552
SPECIAL CUT V-DITCH
SEE DETAIL 26
A=O. 150
POWER POLE
PROPOSED AERIAL POWER
AND COMMUNICATION LINE
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
ACel
•.� DOCUMENT NOT CONSIDERED FINAL
_ 0 O 0 1 _ _ _81 SOIL - UNLESS ALL SIGNATURES COMPLETED
■ Prepared i-n he NC FIRM LI CE19E No: P-0339
Office of: 504 Meadowlands Drive
4WIMMITHillsborough, NC 27278
-Y w— n-- _ _a / — 2Z79 om�eMiuoaaween�aevnxe 1 73 732 3883
4 r�L� ����===�• (9191 732 6676.iGi4ii—
STA. 97 + 50 - L - LT OT JOHNSON
`n rn i OB G67 PG 42
SAND RIDGE DEVELOPMENT
190.01, _�—
+ 50.00
205.00'
SW\D RIDGE DEVELOPMENT,INC
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SEE DETAIL 28
SPECIAL CUT V-DITCH
SEE DETAIL 9
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DB 571PIS 333
0 S SUITER JR
DB 571PG 333
-L - TS Sto. l0/+02.50
-L- SC Sto.103+02.50
-Y4- POTSto.10+00.00
-L- POC Sto.103+64.46
SEE SHEET 40 FOR -L- PROFILE
SEE SHEET 55 FOR -Y4- PROFILE
SEE SHEET 213-9 FOR INTERSECTION DETAIL

PROJECT REFERENCE NO.
R -2582A
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET
NE -04
HYDRAULICS
ENGINEER
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DB 755 PG 192
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r- TIE FINOPOSEQ DITCH 3TA� r= SEE DETAIL 63
SPECIAL CUT V-DITCH
SEE DETAIL 32
-L - CS Sta. 283+46r67
WOODS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�(Xo (9 Prepared in the INC FIRM LICENSE No. P-0339
A� Office of: MI ■ 504 Meadowlands Drive
Hillsborough, NC 27278
aWeMNlk Fti�NEfR.�+ [phone]
[phone] (FAX)
IN
SPECIAL LATERAL V-DITCH
W/CI R RIP RAP SPECIAL MIT V—DITCH
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1,860 SQUARE FEET TO BE
HAND CLEARED FOR POWER
DENOTES HAND
CLEARING
Utility Site 8 A=O m 040 AC
SEE SHEET 47 FOR -L- PROFILE

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WB 09E PG 135
Utility Site 10
CUT OVER
STA. 408+50 - L - LT
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AND COMMUNICATION LINE PECIAL� t-
S�E -BEIAIL I
PUE -- PL
18" RCP
a
REMOVE
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am
2GI
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13081 SQUARE FEET TO BE
HAND CLEARED FOR POWER
s STA . 409+50 - L - LT
w�a 1 SPECIAL LATERAL V-DITCH
SEE DETAIL 25
-BItCH
I/ 4
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SEE DETAIL 32 SEE DETAIL 1 m
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-L- + 83.00
100.00,
150.00'
ll3
JBJB, LLC
DB 707 PG 834
3' BASE HEAD DITCH
SEE DETAIL 73
24' RCEUN REMOVE
FESNj II
FS
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• L +45.00
100.00'
-L- + 05.00
160.00'
-_ C-K _ C ,-qK C ——
SPECIAL LATERAL V-DITCH
SEE DETAIL 25
S 48°41'52" E
104.27'
LARRY E. DAVIS o
BB 932 PG 766 "I"o
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15" RCP�i �RFMAVF
US /58 26' BST
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WOODS
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209.00'
EMMETT DAVIS HEIRS o
DB 390 PG 387 o
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PECIAI, LATEkkL V-d#TCH `
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EXISTING R/W
15" RCP � 15" RCP 1
j RE OVE REMOVE
C
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SPECIAL LATERAL 3' BASE DITCH
SEE DETAIL 50
//4
JOHN JOSEPH BROWN
JANE BROWN
DB 710 PG 336
MILDRED S. EDWARDS, et al
WB 09E PG 135
CUT OVER
SPECIAL CUT V-DITCH
SEE DETAIL 26
E E
SPECIAL CUT 3' BASE DITCH
SEE DETAIL 74
SPECIAL LATERAL 4' BASE DITCH
SEE DETAIL 75
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACT
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
2
85+30 TO 85+50 -L-
DOWER LINE&POWER POLI
0.01
3
92+50 TO 97+50 -L-
OWER LINE & POWER POL
< 0.01
< 0.01
0.15
8
288+00 TO 288+80 -L-
DOWER LINE&POWER POLE
0.04
10
408+50 TO 409+50 -L-
DOWER LINE&POWER POLE
0.02
TOTALS*:
I < 0.01
1 < 0.01
1
1
0.22
1
1
1 0
1 0
1 0
*Rounded totals are sum of actual impacts
NOTES:
2016 09 09