20191006 Ver 3_401 Request Attachment_20211020

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH, NC 27699-1598
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
1000 BIRCH DRIVE
RALEIGH, NC 27610
October 20, 2021
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587-4346
ATTN: Mr. Monte Matthews
NCDOT Coordinator
Subject: Request for Modification to Section 404 Individual Permit and Section 401
Water Quality Certification for the I-40/I-77 interchange improvements
including I-40 from west of SR 2003 (Radio Road) to SR 2158 (Old Mocksville
Road) and I-77 from south of SR 2321 (East Broad Street) to south of SR 2171
(Jane Sowers Road) in Iredell County. Division 12, TIP No. I-3819B. Debit
$570.00 from WBS 34192.3.2.
References: 1) Section 404 Individual Permit, Action ID No. SAW-2018-01504,
issued January 21, 2020, modified February 25, 2021; 2) Section 401 Water
Quality Certification No. WQC004203, NCDWR Project No. 20191006 v.2,
issued February 12, 2021.
Dear Sir:
The purpose of this letter is to request a modification to the United States Army Corps of Engineers
(USACE) Section 404 Individual Permit and associated North Carolina Division of Water
Resources (NCDWR) Section 401 Water Quality Certification for the above referenced project.
Revisions resulting in changes to permitted impacts have been made to one impact site (Site 2) and
one impact site (Site 7A) has been added. Both sites are discussed in detail below.
Previously permitted stream impacts included 3,213 linear feet of permanent stream impacts (which
includes 1,047 linear feet of stream bank stabilization) and 471 linear feet (0.10 acre) of temporary
stream impacts. The total permanent wetland impacts previously permitted for roadway
construction and utilities was 1.55 acres. Previously permitted wetland impacts for roadway
construction included 1.39 acres of permanent wetland impacts (1.06 acres of permanent fill and
0.33 acre of mechanized clearing) and 2.66 acres of temporary fill in wetlands. Previously
permitted impacts associated with utilities included 0.16 acre of mechanized clearing and 0.27 acre

Page 2 of 6

of temporary wetland fill impacts (permanent fill in wetlands and hand clearing impacts were <0.01
acre).

The revised stream impacts for the project total 3,305 linear feet of permanent stream impacts
(which includes 1,139 linear feet of stream bank stabilization impacts) and 482 linear feet (0.10
acre) of temporary stream impacts. The revised wetland impacts for roadway construction include
1.40 acres of permanent wetland impacts (1.07 acres of permanent fill and 0.33 acre of mechanized
clearing), and 2.64 acre of temporary wetland fill impacts. There are no changes to utilities impacts;
therefore, the revised total permanent wetland impacts proposed for roadway construction and
utilities is 1.56 acres.

This modification will result in 92 linear feet of additional stream bank stabilization impacts, 11
linear feet of additional temporary stream impacts, and 0.01 acre of additional permanent wetland
fill impacts. There will be 0.02 acre less temporary wetland fill impacts than previously permitted.
A summary of the changes is shown in Table 1 below.

Table 1 – Summary of changes to impacts*
Impact Type Previously
Permitted Impacts
Proposed Permit
Modification
Difference
Roadway Impacts
Permanent Stream Impacts 3,213 3,305 +92
Bank Stabilization Impacts 1,047 1,139 +92
Temporary Stream Impacts 471 482 +11
Permanent Wetland Fill 1.06 1.07 +0.011
Mechanized Clearing in Wetlands 0.33 0.33 0
Hand Clearing in Wetlands 0 0 0
Temporary Wetland Fill 2.66 2.64 -0.021

Utility Impacts
Permanent Wetland Fill < 0.01 < 0.01 0
Mechanized Clearing in Wetlands 0.16 0.16 0
Hand Clearing in Wetlands < 0.01 < 0.01 0
Temporary Wetland Fill 0.27 0.27 0
*Stream impacts are in linear feet. Wetland impacts are in acres.
1The impact change was 0.014 acre. Differences were calculated using impact totals.

Please see the enclosed DWR Pre-Filing Meeting Request Form, revised DMS acceptance letter,
revised permit drawings, and as-built plans showing changes to permitted impacts at Site 2 and the
addition of impact Site 7A. These impact modifications have been constructed and are the result of
field changes approved by NCDWR prior to receiving this permit modification approval. These
changes are summarized below.

Summary of Impacts to Waters of the U.S.
Tables 2 and 3 summarize the permitted and revised impacts to jurisdictional water resources for
the project. Changes to permitted impacts are shown with a strikethrough and revisions are shown
in red text. A narrative describing the revisions made to the two permit impact sites are presented in
the following section.

Page 3 of 6

Table 2 – I-3819B Wetland Impacts*
Permit
Site
Wetland
Number
Wetland
Size
ac
Permanent
Fill in
Wetlands
ac
Temporary
Fill in
Wetlands1
ac
Mechanized
Clearing
ac
Impacts
Requiring
Mitigation
ac
2 WC 2.94 0.32 -- 0.09 0.41
2 WC/WD 2.94/9.57 0.02
0.042
0.62
0.612 0.02 0.05
0.06
3 WF 0.31 <0.01 -- 0.01 0.02
4 WD 9.57 -- -- 0.02 0.02
5 WD 9.57 0.03 2.04 0.05 0.09
8 WH 0.08 <0.01 -- <0.01 0.01
9 WK 1.20 0.40 -- 0.08 0.47
11 WAN 0.21 0.19 -- 0.02 0.21
26 WI 0.13 0.09 -- 0.04 0.13
Total Wetland Impacts3 1.06
1.072
2.66
2.642 0.33 1.39
1.404
*All wetlands impacted are riparian.
1Temporary fill impacts will result from the use of mats and crane barges.
2The impact change was 0.014 acre. Values are based on rounding.
3Values are based on rounding, due to calculating totals with actual numbers to
the thousandths.
4When permanent wetland impacts resulting from utilities are included, total
impacts requiring mitigation are 1.56 acres.

Table 3 – I-3819B Stream Impacts
Permit
Site
Stream Name/
NRTR ID
Status/
Class
Permanent Temporary
Channel
Impacts
ac
(lf)
USACE
Required
Mitigation
lf
NCDWR
Required
Mitigation
lf
Channel
Impacts
lf
(ac)
Bank
Stabilization
lf
(ac)
2 UT to Fourth Creek
SJ
Perennial
C --
42
(<0.01)
115
(0.02)
<0.01
(20)
(10)
-- --
3

UT to Fourth Creek
SI
Perennial
C
206
(0.02) -- <0.01
(10) 206 --
5 UT to Fourth Creek
SJ
Perennial
C -- -- 0.02
(77) -- --
6 Fourth Creek Perennial
C -- 12
(<0.01)
<0.01
(20) -- --
7 Fourth Creek Perennial
C -- 12
(<0.01)
<0.01
(20) -- --
7A Fourth Creek Perennial
C -- 19
(<0.01)
<0.01
(21) -- --
9 UT to Fourth Creek
SL
Perennial
C
747
(0.07) -- <0.01
(10) 747 747

Page 4 of 6

Table 3 – I-3819B Stream Impacts (continued)
Permit
Site
Stream Name/
NRTR ID
Status/
Class
Permanent Temporary
Channel
Impacts
ac
(lf)
USACE
Required
Mitigation
lf
NCDWR
Required
Mitigation
lf
Channel
Impacts
lf
(ac)
Bank
Stabilization
lf
(ac)
9A UT to Fourth Creek
SK
Perennial
C 0.01
(50)
10 UT to Fourth Creek
SK
Perennial
C -- 25
(<0.01)
<0.01
(20) -- --
12 UT to Fourth Creek
SK
Perennial
C
10
(<0.01) -- 0.01
(54) 10 --
13 UT to Fourth Creek
SL
Perennial
C
17
(<0.01)
44
(<0.01)
<0.01
(10) 17 17
14 UT to Fourth Creek
SX
Intermittent
C
17
(<0.01) -- <0.01
(10) 17 --
15 UT to Fourth Creek
SX
Intermittent
C -- 11
(<0.01)
<0.01
(20) -- --
16 UT to Fourth Creek
SX
Intermittent
C
113
(0.01) -- <0.01
(10) 113 --
17 UT to Fourth Creek
SX
Perennial
C
114
(0.02) --

<0.01
(14)

114 --
18 UT to Fourth Creek
SW
Perennial
C
72
(0.01) -- <0.01
(10) 72 --
19 UT to Fourth Creek
SW
Perennial
C
34
(<0.01) -- -- 34 --
20 UT to Fourth Creek
SBA
Perennial
C
61
(0.01) -- <0.01
(10) 61 --
21 UT to Fourth Creek
ST
Perennial
C
176
(0.10) -- <0.01
(21) 176 176
22 UT to Fourth Creek
ST
Perennial
C
455
(0.18)
901
(0.34) -- 455 455
23 UT to Fourth Creek
ST
Perennial
C -- -- <0.01
(33) -- --
24 UT to Fourth Creek
SU
Perennial
C
49
(<0.01) -- 0.01
(10) 49 --
25 UT to Fourth Creek
SU
Perennial
C
31
(<0.01) -- <0.01
(21) 31 --
27 UT to Fourth Creek
SR
Perennial
C
48
(0.01) -- <0.01
(10) 48 --
28
UT to Beaver
Creek
SO
Perennial
C
16
(<0.01) -- <0.01
(11) 16 --
Total Stream Impacts

2166 1047
1139 0.10*
(471)
(482)
2166 1395 3213
3305
* Value are based on rounding.

Page 5 of 6

Permit Impact Site Modifications (shown in revised permit drawings):

Site 2 (Permit Drawing Sheet 2) – This site has been updated to include riprap bank stabilization
along stream SJ under the footprint of the constructed three-lane ramp bridge in this location.
Because the bridge is low, the area underneath may not receive adequate sunlight to revegetate;
therefore, at the request of Donna Hood with the NCDWR, Class II riprap was installed along the
stream banks. Permanent stream bank stabilization impacts increased from 42 linear feet to 115
linear feet, which is 73 linear feet of additional impacts. Temporary stream impacts decreased from
20 linear feet to 10 linear feet, which is 10 linear feet less of impacts.

A section of the bank stabilization riprap was installed within wetland WD in order to reduce the
potential for future erosion issues, resulting in minor additional permanent wetland impacts. The
extent of the riprap was reviewed in the field and agreed to by NCDOT, Lane Construction, and
NCDWR. This area (0.014 acre) was previously permitted as temporary wetland fill impacts and
has been revised to permanent wetland fill impacts. Temporary wetland fill impacts decreased from
0.62 acre to 0.61 acre and permanent wetland fill impacts increased from 0.02 acre to 0.04 acre.

New Permit Impact Site (shown in revised permit drawings):

Site 7A (Permit Drawing Sheet 46) – This area was reviewed in the field by NCDWR, NCDOT,
and Lane Construction. Upon review, a section of stream bank erosion along Fourth Creek near the
new bridge bent was noted. This area is prone to flooding and the bank has experienced erosion
during past flooding events. At the request of Donna Hood, Class II riprap was installed along the
stream bank to provide stabilization in this location. Impacts resulting from this addition of riprap
included 19 linear feet of permanent stream bank stabilization impacts and 21 linear feet of
temporary stream impacts.

Revised Compensatory Mitigation
The North Carolina Division of Mitigation Services (NCDMS) previously provided compensatory
mitigation for 2,166 linear of permanent stream impacts and 1.55 acre of permanent riparian
wetland impacts, as referenced in the February 12, 2021 Section 404 Individual Permit issued from
the USACE and the Section 401 WQC from NCDWR issued on February 25, 2021.

Of the revised permanent stream impacts totaling 3,305 linear feet for this modification, 1,139
linear feet are the result of bank stabilization and are not considered loss of waters and therefore do
not require mitigation from USACE or NCDWR. After the revisions due to changes in the field,
permanent stream impacts that require mitigation from USACE for this project have not changed
from the previous DMS mitigation acceptance. The revised permanent wetland impacts for this
project total 1.56 acres and therefore this modification will require additional mitigation for 0.01
acre of permanent riparian wetland impacts. A revised DMS acceptance letter reflecting this change
was issued and received on October 15, 2021 (attached).

NCDOT requests to modify the permit for this project. Application is hereby made for modification
of the USACE Section 404 permit and the Section 401 WQC from NCDWR as required for the
above-described activities. We have provided a method of debiting $570.00 to be submitted to the
NCDWR for processing the WQC renewal for I-3819B, as noted in the subject line of this
application.

Page 6 of 6

A copy of this permit application and its distribution list will be posted in the NCDOT website at
http://connect.ncdot.gov/resources/Environmental. Thank you for your assistance with this project.
If you have any questions or need additional information, please contact Erin Cheely at either
[e-mail] or [phone].

Sincerely,

Philip S. Harris III, P.E., C.P.M.
Environmental Analysis Unit Head

cc:
NCDOT Permit Application Standard Distribution List

DWR Pre-Fil ing Meeting Req u est Form
ID#*Ve rsion *
Re gional Office *
Re v ie we r List *
Contact Name *
Contact Email Addre ss *
Proje ct Name *
Proje ct Owne r *
Proje ct County *
Owne r Addre ss:
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Ple ase list all e xisting proje ct ID's associate d with this proje cts.*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low and include location information.*
20191006 3
Mooresville Regional Office - [phone]
Donna Hood
Pre-Filing Me eting Reque st submitte d 3/14/2021
Michael Turchy
[e-mail]
I-3819 B
NCDOT
Iredell
City
Raleigh
State / Province / Region
NC
Postal / Zip Code
27699
Country
US
Street Address
1598 Mail Service Center
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
20191006v2
No Meeting Requested
This is a future/anticipated modification request. No meeting is
requested.
Please give a couple of dates you are available for a meeting.
Ple ase attach the docume ntation you would like to hav e the me e ting about.
Signature
Submittal Date
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:

· This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
· I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
· I also understand that DWR is not required to respond or grant the meeting request.

Your project’s thirty-day clock started upon receipt of this application.  You will receive notification regarding meeting location
and time if a meeting is necessary.  You will receive notification when the thirty-day clock has expired, and you can submit an
application.
3/14/2021

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary

NORTH CAROLINA
Environmental Quality

October 15, 2021

Mr. Philip S. Harris, III, 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-3819B, Statesville – I-40 / I-77 Interchange – I-40 from SR 2003 (Indian Ridge
Road) to SR 2158 (Old Mocksville Road) and I-77 from SR 2171 (Jane Sowers
Road) to SR 2321 (East Broad Street), Iredell County

References: USACE 404 Individual Permit issued January 21, 2020 and Individual Permit
Modification issued February 25, 2021 (USACE Action ID 2018-01504)

NCDWR 401 Water Quality Certification issued November 19, 2019 (NCDWR ID
2019-1006)

The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will
provide the additional riparian wetland mitigation for the subject project. Based on the information supplied
by you on October 14, 2021, the impacts are located in CU 03040102 of the Yadkin River basin in the
Central Piedmont (CP) and Central Piedmont (CP) Eco-Regions, and are as follows:

Table 1 – Additional Impacts (feet / acres)
Yadkin
03040102
CP
Stream Wetlands Buffer (Sq. Ft.)
Cold Cool Warm Riparian Non-
Riparian
Coastal
Marsh Zone 1 Zone 2
Impacts (feet/acres) 0 0 0 0.010 0 0 0 0
*NOTE: Some of the 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 riparian wetland mitigation for the impacts
associated with this project located in cataloging unit 03040102 of the Yadkin River basin as required by the
404 and 401 permits issued in 2019, 2020, and 2021 as shown in the below table (in mitigation credits):

Mr. Harris
TIP I-3819B
October 15, 2021
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 Type
Total Permitted
Impacts
(feet / acre / sq ft)
Mitigation Provided by
DMS per Issued
Permits (Credits)
Additional
Impact (for
approval)
Revised Total
Impacts*
Stream (warm) 2,166.000 4,332.000 0.000 2,166.000
Riparian Wetland 1.550 3.100 0.010 1.560
*Some of the additional 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.

This mitigation acceptance letter replaces the mitigation acceptance letter issued on May 20,
2018, July 12, 2019, and November 23, 2020. DMS commits to implementing additional riparian wetland
mitigation credits to offset the 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
DMS Asset Management Supervisor

cc: Mr. Monte Matthews, USACE – Raleigh Regulatory Field Office
Ms. Amy Chapman, Division of Water Resources, Wetlands/401 Unit
File: I-3819B Additional 2

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GRADING, DRAINAGE, PAVING, STRUCTURES,

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34192.1.2 P.E.

IMS-40-2(124)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
P.E.
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
9/30/2021c:\projectwise\pb\projectwiseint\wsp__victoria.kohlwey\d0339329\I3819_hyd_prm_TSH.dgnUSVK677148STATE HIGHWAY DESIGN ENGINEERDEPARTMEN
T
O
F TRA N SPORTATIONSTATEOFNORT
H
CAR
O
LI
NA5
6
7
8
9
23
22
24
25
26
12
13
14
15
16
17
18
19 20
2130
3128
29
+
RETAINING WALLS, NOISE WALLS, AND TRAFFIC CONTROL
Prepared in the Office of:TO HI
CKORYTO WI
NSTON-SALEM-Y-
-L--Y-
-L-
I-40
I-77
I-40
I-77
RADIO RD.
-Y1- SR 2003
US 21-Y4-DAV
IE
AVE
.-Y10- US
64
E
. B
R
O
A
D

S
T
.-Y
9-
S
R
2321OLD MOCKSVILLE RD.
-Y15- SR 2158
-Y5-
-LCDWB-
-Y3A-US
64TO MOORESVILLE
TO ELKIN
VICINITY MAP
PROJECT: 34192.1.2WITH ACCESS BEING LIMITED TO INTERCHANGES
THIS IS A CONTROLLED ACCESS PROJECT
4
27
MPH60
I-40 I-77
CLASSIFICATION: INTERSTATE
DUAL 3 +** TTST 16
(I-40)
(I-77)
32
WSP
NC LIC NO. F-0165
1001 Morehead Square Dr., Suite 610, Charlotte, NC 28203
ERIC W. SECKINGER, P.E.
SR 2321 (EAST BROAD ST.) TO SOUTH OF SR 2171 (JANE SOWERS RD.)
SR 2003 (RADIO RD.) TO SR 2158 (OLD MOCKSVILLE RD.) & I-77 FROM SOUTH OF
JANE SO
WER RD.SR 2171
JAMES FARM RD.
SR 2173
CRAWFORD RDOLD MOCKSVILLE RD.
SR 2158
E BRO
A
D ST.SR 2321SULLIVAN RD.
MO
CK
SV
ILLE
RD
M USEUM RD.SR 1965
S CHIPLEY FOR RD.
SR 1907
WILKESBORO HWYSALISBURY RD.ISLAND FORD RD.SR 1006
TOTAL LENGTH OF TIP PROJECT I-3819B
LENGTH STRUCTURES TIP PROJECT I-3819B
LENGTH ROADWAY TIP PROJECT I-3819B
57,300
72,500
5,800
55
16
%
% *
62,900
77,500
6,200
55
19
%
% **
BEGIN TIP PROJECT I-3819B
-L- STA. 7+83.00
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
OCTOBER 30, 2018
OCTOBER 30, 2018

4.009

0.124
3.885TIP PROJECT:I-3819B/U-603934192.3.2 N/A DESIGN BUILD
-L- STA. 219+50.00
END TIP PROJECT I-3819B
CHRISTOPHER D. DAVIS,P.E.
10
11 -L- STA. 178+50
BEGIN SEGMENT "B"
END SEGMENT "A"
-Y_N- STA. 175+00
BEGIN SEGMENT "B"
END SEGMENT "A"
-L- STA. 92+00
END SEGMENT "B"
BEGIN SEGMENT "A"
TO THE LIMITS ESTABLISHED BY METHOD III.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
2018 STANDARD SPECIFICATIONS
AND THE TOWNSHIP OF BETHANY
BOUNDARIES OF THE CITY OF STATESVILLE
THIS PROJECT IS WITHIN THE MUNICIPAL
9
A
-Y_S- STA. 111+00
END SEGMENT "B"
BEGIN SEGMENT "A"
-Y_S- STA. 25+00.09
BEGIN SEGMENT "B"
WETLAND AND SURFACE WATER IMPACT PERMITS
0
PLANS
OVERSIZED PLANS
0 200 400
100 200
100
25
SEE ABOVE
INSETS
SCALE VARIES
I-3819B/U-6039
50
50
are modified in this submittal.)
(Note: The sites highlighted in RED
DATE: October 4, 2021
SITE #2
SITE #3
SITE #4 SITE #9
SITE #10
SITE #11
SITE #7
SITE #8
SITE #12
SITE #6
SITE #5 SITE #9
SITE #13
NO IMPACTS
U-6039
SITE #14
SITE #15
SITE #16
SITE #19
SITE #22
SITE #18
SITE #17
SITE #20
SITE #21
SITE #25
SITE #23
SITE #26
SITE #24
SITE #27
SITE #28
-YRPD-
-YRPAC-
-YRPA-
-YRPBD-
-YRPCA-
-YRPB-
-YRPC-
-YLPC-
-LCDEB-
SITE #9A
SITE #7A
END CONSTRUCTION
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MTL
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NORTH CAROLINA DEPARTMENT 173.39'126.61'400.00'
EXISTING R/W
EXCEL REALTY TRUST -- NC
EXCEL REALTY TRUST -- NC
CENTRO NP HOLDINGS 1 SPE, LLC
190.04'
K & W RESTAURANTS, INC
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RUINS RIPRAP
CONC WALL
CONC WALL
CONC WALL
CONC WALL
CONC WALL
MTL
MTL
RIPRAP
RIPRAP
RIPRAP
HEIP
EIP
EIP80.30'137.71'EIP
MOORESVILLE LODGING, LLC 208.65' EIP-R/W;
;
;
AERIAL UTILITY EASEMENT
DB 2126 PG 1446
DB 2231 PG 2180
E
ASE
ME
NT
15'
AC
CESS
IHbb
b
EOIEOI
EOI
p
18" RCP54" RCP54" RCPDI8"VCP8"VCP 8"VCP6"DI
EIP-R/W
66.06'
WALL
WOODWALLWOODEASEMENTPERMANENT UTILITY
SN 09°48'43" W217.11'28' BSTBST
CONCCONCCONC
CONC18" C&G18" C&G18" C&G 18" C&G 18" C&G 18" CURB18" CURB12" GUTTER18" C&GCONC
BST
BST
BST
BST
BST
BST
BST18" C&G18" C&GGRGR
CONC
CONCBST
BSTBST
CONC BST
I-40 EB RAMP 23' CONC
I-40 EB RAMP 23' CONC30" C&G
30" C&G
3
0" C&G30" C&G
45' BST
28' BST
SR 2187 GLENWAY DR 32' BST
29' BST
SR 2187 GLENWAY DR 32.5' BST
I-40 EB RA
MP BST VARIES
I-40 WB 64.5' CONC
I-40
RAMP
BST
VAR
IES
CONC
CONC
BST
BST
15" RCP
RCP24" 24" RCP24" RCPRCP24" 15" RCP42" CMP36" RCP72" RCP42" RCP
JUNC
APPROX
24" RCP
15" RCP18" RCP
24" RCP15" RCP
12" CMP
15" RCP
15" RCP
24" RCP24" RCP24" RCP15" RCP15" CMP
18" RCP
18" RCP15" CMP15" RCP 24" RCP54" RCP
15" RCP15" R
C
P30" RCPDI
DI
30" DIP15" DIPDI
DI24" RCP
HDPE24"
SDMH
DI
DI
POSS JBPOSS JB
HW
5' CONC
54" RCP54" RCPPOSS JB
LT
LT
LT LT
LT
LT
LT
LT
48" CMP
S
PI Sta 67+43.78
D
L = 785.69'
T = 392.91'
R = 17,072.00'
PI Sta 75+26.15
D
L = 779.06'
T = 389.60'
R = 16,928.00'
-YRPAC-
-YRPCA-
-YRPC--YRPAC--LCDEB-
-LCDWB-
PI Sta 113+91.69
D
L = 782.37'
T = 391.26'
R = 17,000.00'
-L-
PI Sta 121+74.06
D
L = 782.37'
T = 391.26'
R = 17,000.00'
SE = NC SE = NC SE = NC SE = NC
DS = 50 MPHDS = 50 MPHDS = 60 MPHDS = 60 MPH
SE = NC
DS = 60 MPH
SE = NC
DS = 60 MPH
SE = 06
DS = 50 MPH
SE = 06
DS = 50 MPH
SE = 06
DS = 50 MPH
SE = 06
DS = 60 MPH
DS = 60 MPH
PIs Sta 11+98.97
F
Ls = 160.00'
LT = 107.09'
ST = 53.72'
PIs Sta 24+80.77
F
Ls = 160.00'
LT = 107.09'
ST = 53.72'
-YRPCA-
-YRPC-
-YRPDB-
-YLPC-20+00PI Sta 18+44.08
D
L = 1,175.17'
T = 592.21'
R = 290.00'
-YLPC-
-YRPB-
PIs Sta 58+35.20
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 58+74.99
D
L = 1,692.58'
T = 1,344.00'
R = 833.00'
55+00
60+0065+00PI Sta 25+49.52
D
L = 786.96'
T = 409.59'
R = 1,150.00'
PIs Sta 29+74.91
F
Ls = 144.00'
LT = 96.02'
ST = 48.02'
15+00
20+00
25+0030+00
PIs Sta 31+66.93
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 12+64.33
D
L = 511.92'
T = 264.33'
R = 833.00'
PIs Sta 15+59.95
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
30+00
35+00
PIs Sta 246+30.11
F
Ls = 240.00'
LT = 160.02'
ST = 80.02'
PI Sta 247+61.90
D
L = 103.60'
T = 51.81'
R = 2,330.00'
-YRPB-
SE = .06
-Y_RT-
SE = 05
DS = 60 MPH
PI Sta 235+92.32
D
L = 525.34'
T = 263.34'
R = 3,000.00'
PIs Sta 239+20.99
F
Ls = 200.00'
LT = 133.34'
ST = 66.67'
PIs Sta 30+68.10
F
Ls = 220.00'
LT = 146.74'
ST = 73.40'
PI Sta 34+24.03
D
L = 553.98'
T = 282.68'
R = 1,130.00'
PIs Sta 37+66.24
F
F
Ls = 200.00'
LT = 129.22'
ST = 70.90'
DS = 50 MPH
SE = EXIST. (0.06)
PIs Sta 337+98.63
F
Ls = 270.00'
LT = 180.02'
ST = 90.02'
PIs Sta 344+90.12
F
Ls = 240.00'
LT = 160.02'
ST = 80.02'
PI Sta 346+17.10
D
L = 94.00'
T = 47.00'
R = 2,320.00'
PIs Sta 347+44.11
F
Ls = 240.00'
LT = 160.02'
ST = 80.02'
SE = 05
DS = 60 MPH
PI Sta 334+86.61
D
L = 444.82'
T = 222.82'
R = 3,000.00'
15+00
-Y_LT-
DS = 50 MPH
SE = 06
PI Sta 558+84.78
D
L = 2,643.26'
T = 52,740.87'
R = 833.00'
PI Sta 81+25.21
D
L = 731.59'
T = 366.04'
R = 8,160.00'
PI Sta 72+80.46
D
L = 779.06'
T = 389.60'
R = 16,928.00'
SE = .08
DS = 30 MPH
--LCDEB
--LCDEB
--L
75+00
125+00
120+00
115+00
70+00
110+00
60+00
-LCDWB-
65+00
70+00
75+00
80+00
85+00
60+00
12'12'
12'12'12'12'12'12'12'PS12'PS10'12'12'PS11'PS11'4'12'12'12'PS11.7'PROP. GUARDRAIL
PROP. GUARDRAIL
C
AT-1
SAWCUT
SAWCUT
50
:1
25:1
PS11.7'
PROP. SBG
W/ G.R.8:1PS14'
SBG W
/ G.R.
50
:1
12'PS 12'12'12'12'PS11.7'B-77
B-77
B-77
B-77
+04.9B-77B-77PS11.7'PS9'
SBG
W/ G.R.W/ G.R.EXP. GUTTER
50:1
+33.5
50:1PS 2 4 'SFB (25:1)
(25:1)
SF
B
+60
+70.89BEG. SBG
+
5
0
+50CONC. DITCH PAV'T12'4'
B-77
8:1
w/ GLARE SCREEN
PROP. GUARDRAIL
SAWCUT
+77.7-YRPB- 28+92.04
WALL #13
END RET.
77:1
PS 9.7'PS 12'18'PS TL-3IA
MASH
+12.1
BEG. EXP. G
UTTER
EN
D SFB W/ C
AP
RESTRIPING ONLY
300' LANE DROP TAPER (LT)
GROUNDWATER FOR 1.5:1 SLOPE
SOIL SLOPE (RSS) w/ HIGH
STANDARD REINFORCED12'12'12'PS12'PS10'12'12'12'12'36'12'12'12'PS12'PS10'12'12'PS11'PS11'4'12'PS11.7'8:1
SAWCUT
EXIST. TO REMAIN
12'B-77
B-77
SBG W/ G.R.
SAWCUT
CAT-1 PS12'16'12'PS10'PS12'12'12'PS10'12'12'PS10'12'12'CONC. MED. BAR.PS12'12'12'12'PS12'PS11'12'12'12'PS11'12'12'12'12'4'PROP. SBG W/ G.R.12'PS12'PS12'PS11.7'PS12'PS11.7'4'(TYP
)25
:1
TL-3
IA MASH PS12.6'02020100
060403020506
040302010206
04
03
02
01
00
01
02(TYP)24'050605
06
0203
05040302
06 (TYP)24'(TYP)24'(TYP)
36'02EX..02EXIST.0202020210
R
E
T
AI
N
RETAIN RETAIN RETAIN RETAIN
RETAIN
24" RCP III
RETAIN RETAIN RETAINRETAINRETAINRETAINRETAINRETAIN5 TONS 14 SY
CL B RIP RAP
2 TON 7 SY
CLASS B RIP RAP
REMOVE2 TON 7 SY
CL B RIP RAP
1 TON 5 SY
CL B RIP RAP
REMOVE
REMOVEREMOVE JB
SEE DETAIL 1
W/ BERM & PSRM
LATERAL 5' BASE DITCH
2GI
2GI
2GI
2GI
2GI24" RCP-III2GI
2GI
2GI
2GI
2GI
2GI
15" CSP2GI
2GI
JB w/MH
2GI
2GI
2GI
2GI
JB w/MH
2GI
2GI
2GI
2GI
CB15" RCP-III
FS
2GI
2GI
2GI
2GI
2GI
2GI
RETAIN
2GI
GRADE TO DRAIN
REM
O
V
E
JB w/MH
CONV. DI TO
IN TYPICAL DITCH
CLASS B RIPRAP
2GI
REMOVE
REMOVE
ADJUST 2GI
SPECIAL 2GI
ADJUST
SPECIAL 2GI
ADJUST
SPECIAL 2GI
ADJUST
REMOVE
REMOVE
JB w/MH
SEE DETAIL 25
W/ CLASS 1 RIPRAP
TOE PROTECTION 1
CB
CB
FILL
FLOWABLE
15" RCP-III GTD
GTD
GTD
2GI-A
SEE DETAIL 31
WITH CLASS B RIPRAP
TOE PROTECTION
SEE DETAIL 23
'V' DITCH
SPECIAL LATERAL
18" RCP-III15" RCP-IV1 5 " RCP-IV
2GI-D
18" RCP-III
V10= 1.6 fps
Q10= 83.2 cfs
SEE DETAIL 32
CL 1 RIP RAP
DISSIPATOR BASIN #1
RIP RAP ENERGY
SEE DETAIL 27
PSH
24" RCP-IV
2GI
JB w/MH
54" RCP-IV15" RCP-III
REMOVE
SEE DETAIL 31
w/ CLASS B RIPRAP
TOE PROTECTION
3 TON 11 SY
CL B RIP RAP
2GI-D
2GI-D
15" RCP-IV
15" CSP W/ ELBOWSW/ ELBOWS
24" RCP-IV
SEE DETAIL 31
WITH CLASS B RIPRAP
TOE PROTECTION
2 TONS 7 SY
CL B RIP RAP
SEE DETAIL 31
WITH CLASS B RIPRAP
TOE PROTECTION
2GI
2GI
FS
15" RCP-IV
15" RCP-IV
27 TONS
CL I RIP RAP
SEE DETAIL 4
STABILIZATION
PIPE OUTLET CHANNEL
RCP-III 15"
42" RCP-III
42" RCP-III
42" RCP-III15" RCP-III
2GI
2GI-D
15" RCP-III 24" RCP-III
JB w/MH
30" RCP-IV
REMOVE
2GI-A
2GI-A
2GI-A
42" RCP-IIIJB w/MH
SHEET 2D-4
SEE DETAIL ON
STRUCTURE
DETENTION OUTLETREMOVEREMOVE

JB w/MH
GTD
RETAIN
JB w/MH
JB w/MH
SEE DETAIL 6
'V' DITCH
STANDARD TAIL
RETAIN
RETAIN
RETAIN
RETAIN
SEE DETAIL 74
W/ CLASS B RIPRAP
SPECIAL LATERAL 'V' DITCH
15" RCP-IV 24" RCP-III15" RCP-IV
15" RCP-IV
5 TONS 14 SY
CL B RIP RAP
REMOVE
15" RCP-IV
REMOVE
15" R
C
P-III
SEE DETAIL 22
W/ CLASS B RIPRAP
SPECIAL LATERAL 'V' DITCH
30" RCP-IIICOLLAR
SEE SPECIAL DETAIL
HW
CB
15" RCP-IV 15" RCP-IV REMOVE
JB w/MH
15" RCP-IV
15" RCP-I
V2GI
2GI
2 TON 7 SY
CLASS B RIP RAP
RETAIN FES24" RCP-IIIRETAIN & LINESEE DETAIL 84
BANK STABILIZATION
CLASS II RIP RAP
TS
S
S
WC
WD
WF
SI
WG
SJ
WE
WD
*
***
* **
**
****WD********
***
*********
*
SITE #2SITE #2
SITE #3

10/6/2021c:\projectwise\pb\projectwiseint\wsp__victoria.kohlwey\d0339329\I3819_hyd_prm_psh10_L10650-13550.dgnUSVK677148LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99IREDELL
I-3819B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-3819B
C. DAVIS
D. AINSWORTH 4-2-2019
NC LIC NO. F-0165
Suite 610, Charlotte, NC 28203
1001 Morehead Square Dr.,
(Variable)
Channel Bed
10
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SI
WF
-
YRPC-
T T FILL IN WETLAND
DENOTES TEMPORARY
( Not to Scale)
See plan
1.0'min.
DETAIL 84
RIP RAP BANK STABILIZATION
d*
Type of Liner= CL 1 or CL 2 Rip Rap (see plan)
-YRPCA- STA. 77+00 RT
-YRPCA- STA. 18+65 RT
*d=18" for CL 1 and 30" for CL 2 (No Geotextile)
Grade
Ex. or Pr.
( Not to Scale)
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 4
Length= 22 Ft.
1.5'
-Y_N- STA. 210+35 RT
-YRPC- STA. 16+04 RT
Elevation
Natural Bed

Type of Liner= CL 1 Rip-Rap - Keyed-In (No Geotextile)
SJWC
SEE SHEET 10A
SEE SHEET 10A
25 5012.5 025
SITE #3 INSET
WATER IMPACT
TEMPORARY SURFACE
GRAPHIC SCALE - INSET
SEE INSET
SITE #3
SJ
SEE DETAIL 4
W/ CLASS 1 RIPRAP
STABILIZATION
PIPE OUTLET CHANNEL
C
F
F
F
F
F
F
FF
F
F
F
F
F FFFFFFFFFCFCF
C
CCCCCCCFF
F
F
F
F
F
FFFF
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
FFF
F
F
F F
F
F
F F
F F C C C C F F
F F
C
F
F F
F FC
C C
C
C
C C
F F
C
CC
18" RCP-III
24" RCP-III
15" RCP-III
15" RCP-III
15" RCP-IV
15" RCP-IV
W/ ELBOWS
30" CSP
24" RCP-III
15" RCP-IV
15" RCP-IV
15" RCP-IV
24" RCP-III
24" RCP-III
24" RCP-III
15" RCP-IV
54" WELDED STEEL
INSTALLATION
TRENCHLESS
15" RCP-III
RCP-III
30"
15" RCP-IV
15" RCP-IV
RCP-IV
15"
w/ ELBOWS
15" CSP
w/ ELBOWS
15" CSP
MTLRIPRAP
RI PRAPRI
PRAP24" CMPI-40 EB RA
MP BST VARIES
54" RCP-YRPC-65+0015+00
PROP. SBG
W/ G.R.12'12'12'PS11.7'PS 2 4 'SFB (25:1)
(25:1)
SF
B18'PS
TL-3IA
MASH
GROUNDWATER FOR 1.5:1 SLOPE
SOIL SLOPE (RSS) w/ HIGH
STANDARD REINFORCED
03
02
01
00(TYP)24'
05040302
06(TYP)24'REMOVEREMOVE JB15" CSP2GI
2GI
2GI
SEE DETAIL 27
PSH
24" RCP-IV54" RCP-IVW/ ELBOWS
24" RCP-IV
JB w/MH
TS
S
S
-MATCHLINE- STA. 135+50.00 -L- SEE SHEET NO. 11SEE SHEET NO. 22
STA. 19+00.00 -YRPC-
STA. 31+50.00 -YRPCA-
-MATCHLINE-
SEE
SHEET NO
. 23
-MATCHLINE- STA
. 247+00 -Y_RT-NAD 83/95NC GRIDSEE SHEET NO. 22 STA. 66+90.00 -YRPAC--MATCHLINE-
SEE SHEET W-1 FOR WALL 13 ENVELOPE
SEE SHEET 2D-1 DRAINAGE DETAILS
SEE SHEET 73 FOR -YLPC- PROFILE
SEE SHEET 72 FOR -YRPDB- PROFILE
SEE SHEET 66 FOR -YRPCA- PROFILE
SEE SHEET 65 FOR -YRPC- PROFILE
SEE SHEET 63 FOR -YRPAC- PROFILE
SEE SHEET 56, 57 FOR -Y_RT- PROFILE
SEE SHEET 56, 57 FOR -Y_LT- PROFILE
SEE SHEET 47, 48 FOR -LCDEB- PROFILE
SEE SHEET 39 FOR -L_EB- PROFILE
SEE SHEET 39 FOR -L_WB- PROFILE
SEE SHEET 37, 38 FOR -L_RT- PROFILE
SEE SHEET 37, 38 FOR -L_LT- PROFILE-MATCHLINE- STA. 106+50.00 -L- SEE SHEET NO. 9AAA
W
PLAN VIEW
SECTION A-A
(4'min typ.)
Permanent Soil Reinforcement
matting (PSRM)
Seed with native
grasses at installation.
*NOT TO SCALE
BFILL
S
LOPE2:12:1INFLOW
3/08
not shown for clarity)
(Rip Rap in basin
GROUND
NATURAL
Outlet
Pipe or Ditch
Scour Hole (PSH)
Square Preformed
D
PSRM
MIN. 1' TUCK
WITH NATURAL GROUND
INSTALL LEVEL AND FLUSH
WITH GEOTEXTILE
LINER: CLASS B RIPRAP
DETAIL 27 - PREFORMED SCOUR HOLE
PIPE (d = 15")
W= 4'
D= 1'
B= 3.75'
-Y11- STA. 30+74 LT
-YRPDB- STA. 18+52 RT
-YRPDB- STA. 16+85 RT
-YRPCA- STA. 80+36 RT
-YRPC- STA. 15+09 RT
-YRPA- STA. 13+01 RT
-Y_S- STA. 120+82 LT
AA
W
PLAN VIEW
SECTION A-A
(4'min typ.)
Permanent Soil Reinforcement
matting (PSRM)
Seed with native
grasses at installation.
*NOT TO SCALE
B
FI
LL
S
LOP
E2:12:1INFLOW
3/08
not shown for clarity)
(Rip Rap in basin
GROUND
NATURAL
Outlet
Pipe or Ditch
Scour Hole (PSH)
Square Preformed
D
PSRM
MIN. 1' TUCK
WITH NATURAL GROUND
INSTALL LEVEL AND FLUSH
WITH GEOTEXTILE
LINER: CLASS B RIPRAP
DETAIL 28 - PREFORMED SCOUR HOLE
PIPE (d = 18")
W= 4'
D= 1.5'
B= 4.5'
-YRPC- STA. 22+09 RT
-YRPDB- STA. 15+69 RT
F
F
F
F
F
F
15" RCP-IV
7
75775 775
775
775
7757757757757
75
775
775
780 780780780
780
780780780
780780780780780780780
780
780
780
780
780780780780780
780780
780780780780780780780780780780780
780
780780780 780
780
780780
780780780
780 780780780 780780780780 780780
780780780780
780780780
7857857
85785 785785785
785
785785785785785785785785
7
85
785785785
785785785785785785
785785
790790790790790790790790
790
790790790790790790790
790
790790790
790790790
790
790
790790
790 790 79079079079079079079
0
790
795
795 795 795
795795
795
795 795795795795795
795
795
79579579
5795
795
795795
795
795
79
5
795
795
795795
795
795
795795795
795795
795
795
800
800 800 800 800800
800
800800
800
800
800
800800800
800
80080
0
800
80080
0800
800
800
800
800800800800805805805805805805805
805
805
805805
805
805
805 805805805
805805805805
8
0
5
805805
805
805
80
5 805805
805
80
5
805805810810
810
810810810
810 810810 810810
810
810810
810
810
810810
810
810
810 810810
810
810810810
810810810
810
810
810
8108108108108
10
810
810
810
810
810
810 810810 810810810810815
815
815815815
815
815
815
815
815
815
815
815 815815815815815815
815
815 815815
815815815815815
815
815
815815815815
815815
815
815
815815815815815
815
815
815
815815 815815815820
8208
20
820
820
820
820
820
820
820
820
820
820820820
820820820820
8
20
820820820
820
820
820
8208208
20
8
2
0820820820820820820
820
825825
825
825 825
825
825
825 825
825
825
825825825
825825
825825825
825825825825
825
8
2
5
8258 25825830830830
830
830
830
830
8
3
0
830830
830
830
830830830
8
3
0830
830
830
830830830830
830 83083083
0 830830 835835
835
835835835
835
835835835835835835840840
840
840840840840840
8
4
5845
845
845
DI
DI
MTL
MTL
M
T
L
MTL
MTL
MTL
MTL
CONC
16 •'60" CONC60" CONCS1SFBUS
S
54" CONC
54" CONC
96" CHLSRIPRAPRIPRAPRIPRAP72" RCPRIP RAPMTL MTL
MTL
MTL
MTL
RI
PRAP134.94'DUKE ENERGY -- 68' R/WOF TRANSPORTATION
NORTH CAROLINA DEPARTMENT 173.39'126.61'400.00'
EXISTING R/W
EXCEL REALTY TRUST -- NC
EXCEL REALTY TRUST -- NC
CENTRO NP HOLDINGS 1 SPE, LLC
190.04'
K & W RESTAURANTS, INC
EX
IST
ING R/W
68.00';;
I I
c
n
|
}aaEOIEOIM
TL3S CABLE
24" CMPJB
30" RCP
24" RCP36" CMP42" CMP
18" RCP 15" CMP42" RCP
DI
W/FESS
8"VCP
8"VCP 8"V
C
P 8"VCP30"VCP
DIU/C
U/C
RIPRAP
RIPRAP
WOOD WALL
WALLWOOD1SMTLBUS
DI
CONC
72" CONC
RUINS RIPRAP
CONC WALL
CONC WALL
CONC WALL
CONC WALL
CONC WALL
MTL
MTL
RIPRAP
RIPRAP
RIPRAP
HEIP
EIP
EIP80.30'137.71'EIP
MOORESVILLE LODGING, LLC 208.65' EIP-R/W;
;
;
AERIAL UTILITY EASEMENT
DB 2126 PG 1446
DB 2231 PG 2180
E
ASE
ME
NT
15'
AC
CESS
IHbb
b
EOIEOI
EOI
p
18" RCP54" RCP54" RCPDI8"VCP8"VCP 8"VCP6"DI
EIP-R/W
66.06'
WALL
WOODWALLWOODEASEMENTPERMANENT UTILITY
SN 09°48'43" W217.11'28' BSTBST
CONCCONCCONC
CONC18" C&G18" C&G18" C&G 18" C&G 18" C&G 18" CURB18" CURB12" GUTTER18" C&GCONC
BST
BST
BST
BST
BST
BST
BST18" C&G18" C&GGRGR
CONC
CONCBST
BSTBST
CONC BST
I-40 EB RAMP 23' CONC
I-40 EB RAMP 23' CONC30" C&G
30" C&G
3
0" C&G30" C&G
45' BST
28' BST
SR 2187 GLENWAY DR 32' BST
29' BST
SR 2187 GLENWAY DR 32.5' BST
I-40 EB RA
MP BST VARIES
I-40 WB 64.5' CONC
I-40
RAMP
BST
VAR
IES
CONC
CONC
BST
BST
15" RCP
RCP24" 24" RCP24" RCPRCP24" 15" RCP42" CMP36" RCP72" RCP42" RCP
JUNC
APPROX
24" RCP
15" RCP18" RCP
24" RCP15" RCP
12" CMP
15" RCP
15" RCP
24" RCP24" RCP24" RCP15" RCP15" CMP
18" RCP
18" RCP15" CMP15" RCP 24" RCP54" RCP
15" RCP15" R
C
P30" RCPDI
DI
30" DIP15" DIPDI
DI24" RCP
HDPE24"
SDMH
DI
DI
POSS JBPOSS JB
HW
5' CONC
54" RCP54" RCPPOSS JB
LT
LT
LT LT
LT
LT
LT
LT
48" CMP
S
PI Sta 67+43.78
D
L = 785.69'
T = 392.91'
R = 17,072.00'
PI Sta 75+26.15
D
L = 779.06'
T = 389.60'
R = 16,928.00'
-YRPAC-
-YRPCA-
-YRPC--YRPAC--LCDEB-
-LCDWB-
PI Sta 113+91.69
D
L = 782.37'
T = 391.26'
R = 17,000.00'
-L-
PI Sta 121+74.06
D
L = 782.37'
T = 391.26'
R = 17,000.00'
SE = NC SE = NC SE = NC SE = NC
DS = 50 MPHDS = 50 MPHDS = 60 MPHDS = 60 MPH
SE = NC
DS = 60 MPH
SE = NC
DS = 60 MPH
SE = 06
DS = 50 MPH
SE = 06
DS = 50 MPH
SE = 06
DS = 50 MPH
SE = 06
DS = 60 MPH
DS = 60 MPH
PIs Sta 11+98.97
F
Ls = 160.00'
LT = 107.09'
ST = 53.72'
PIs Sta 24+80.77
F
Ls = 160.00'
LT = 107.09'
ST = 53.72'
-YRPCA-
-YRPC-
-YRPDB-
-YLPC-20+00PI Sta 18+44.08
D
L = 1,175.17'
T = 592.21'
R = 290.00'
-YLPC-
-YRPB-
PIs Sta 58+35.20
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 58+74.99
D
L = 1,692.58'
T = 1,344.00'
R = 833.00'
55+00
60+0065+00PI Sta 25+49.52
D
L = 786.96'
T = 409.59'
R = 1,150.00'
PIs Sta 29+74.91
F
Ls = 144.00'
LT = 96.02'
ST = 48.02'
15+00
20+00
25+0030+00
PIs Sta 31+66.93
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 12+64.33
D
L = 511.92'
T = 264.33'
R = 833.00'
PIs Sta 15+59.95
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
30+00
35+00
PIs Sta 246+30.11
F
Ls = 240.00'
LT = 160.02'
ST = 80.02'
PI Sta 247+61.90
D
L = 103.60'
T = 51.81'
R = 2,330.00'
-YRPB-
SE = .06
-Y_RT-
SE = 05
DS = 60 MPH
PI Sta 235+92.32
D
L = 525.34'
T = 263.34'
R = 3,000.00'
PIs Sta 239+20.99
F
Ls = 200.00'
LT = 133.34'
ST = 66.67'
PIs Sta 30+68.10
F
Ls = 220.00'
LT = 146.74'
ST = 73.40'
PI Sta 34+24.03
D
L = 553.98'
T = 282.68'
R = 1,130.00'
PIs Sta 37+66.24
F
F
Ls = 200.00'
LT = 129.22'
ST = 70.90'
DS = 50 MPH
SE = EXIST. (0.06)
PIs Sta 337+98.63
F
Ls = 270.00'
LT = 180.02'
ST = 90.02'
PIs Sta 344+90.12
F
Ls = 240.00'
LT = 160.02'
ST = 80.02'
PI Sta 346+17.10
D
L = 94.00'
T = 47.00'
R = 2,320.00'
PIs Sta 347+44.11
F
Ls = 240.00'
LT = 160.02'
ST = 80.02'
SE = 05
DS = 60 MPH
PI Sta 334+86.61
D
L = 444.82'
T = 222.82'
R = 3,000.00'
15+00
-Y_LT-
DS = 50 MPH
SE = 06
PI Sta 558+84.78
D
L = 2,643.26'
T = 52,740.87'
R = 833.00'
PI Sta 81+25.21
D
L = 731.59'
T = 366.04'
R = 8,160.00'
PI Sta 72+80.46
D
L = 779.06'
T = 389.60'
R = 16,928.00'
SE = .08
DS = 30 MPH
--LCDEB
--LCDEB
--L
75+00
125+00
120+00
115+00
70+00
110+00
60+00
-LCDWB-
65+00
70+00
75+00
80+00
85+00
60+00
12'12'
12'12'12'12'12'12'12'PS12'PS10'12'12'PS11'PS11'4'12'12'12'PS11.7'PROP. GUARDRAIL
PROP. GUARDRAIL
C
AT-1
SAWCUT
SAWCUT
50
:1
25:1
PS11.7'
PROP. SBG
W/ G.R.8:1PS14'
SBG W
/ G.R.
50
:1
12'PS 12'12'12'12'PS11.7'B-77
B-77
B-77
B-77
+04.9B-77B-77PS11.7'PS9'
SBG
W/ G.R.W/ G.R.EXP. GUTTER
50:1
+33.5
50:1PS 2 4 'SFB (25:1)
(25:1)
SF
B
+60
+70.89BEG. SBG
+
5
0
+50CONC. DITCH PAV'T12'4'
B-77
8:1
w/ GLARE SCREEN
PROP. GUARDRAIL
SAWCUT
+77.7-YRPB- 28+92.04
WALL #13
END RET.
77:1
PS 9.7'PS 12'18'PS TL-3IA
MASH
+12.1
BEG. EXP. G
UTTER
EN
D SFB W/ C
AP
RESTRIPING ONLY
300' LANE DROP TAPER (LT)
GROUNDWATER FOR 1.5:1 SLOPE
SOIL SLOPE (RSS) w/ HIGH
STANDARD REINFORCED12'12'12'PS12'PS10'12'12'12'12'36'12'12'12'PS12'PS10'12'12'PS11'PS11'4'12'PS11.7'8:1
SAWCUT
EXIST. TO REMAIN
12'B-77
B-77
SBG W/ G.R.
SAWCUT
CAT-1 PS12'16'12'PS10'PS12'12'12'PS10'12'12'PS10'12'12'CONC. MED. BAR.PS12'12'12'12'PS12'PS11'12'12'12'PS11'12'12'12'12'4'PROP. SBG W/ G.R.12'PS12'PS12'PS11.7'PS12'PS11.7'4'(TYP
)25
:1
TL-3
IA MASH PS12.6'02020100
060403020506
040302010206
04
03
02
01
00
01
02(TYP)24'050605
06
0203
05040302
06 (TYP)24'(TYP)24'(TYP)
36'02EX..02EXIST.0202020210
R
E
T
AI
N
RETAIN RETAIN RETAIN RETAIN
RETAIN
24" RCP III
RETAIN RETAIN RETAINRETAINRETAINRETAINRETAINRETAIN5 TONS 14 SY
CL B RIP RAP
2 TON 7 SY
CLASS B RIP RAP
REMOVE2 TON 7 SY
CL B RIP RAP
1 TON 5 SY
CL B RIP RAP
REMOVE
REMOVEREMOVE JB
SEE DETAIL 1
W/ BERM & PSRM
LATERAL 5' BASE DITCH
2GI
2GI
2GI
2GI
2GI24" RCP-III2GI
2GI
2GI
2GI
2GI
2GI
15" CSP2GI
2GI
JB w/MH
2GI
2GI
2GI
2GI
JB w/MH
2GI
2GI
2GI
2GI
CB15" RCP-III
FS
2GI
2GI
2GI
2GI
2GI
2GI
RETAIN
2GI
GRADE TO DRAIN
REM
O
V
E
JB w/MH
CONV. DI TO
IN TYPICAL DITCH
CLASS B RIPRAP
2GI
REMOVE
REMOVE
ADJUST 2GI
SPECIAL 2GI
ADJUST
SPECIAL 2GI
ADJUST
SPECIAL 2GI
ADJUST
REMOVE
REMOVE
JB w/MH
SEE DETAIL 25
W/ CLASS 1 RIPRAP
TOE PROTECTION 1
CB
CB
FILL
FLOWABLE
15" RCP-III GTD
GTD
GTD
2GI-A
SEE DETAIL 31
WITH CLASS B RIPRAP
TOE PROTECTION
SEE DETAIL 23
'V' DITCH
SPECIAL LATERAL
18" RCP-III15" RCP-IV1 5 " RCP-IV
2GI-D
18" RCP-III
V10= 1.6 fps
Q10= 83.2 cfs
SEE DETAIL 32
CL 1 RIP RAP
DISSIPATOR BASIN #1
RIP RAP ENERGY
SEE DETAIL 27
PSH
24" RCP-IV
2GI
JB w/MH
54" RCP-IV15" RCP-III
REMOVE
SEE DETAIL 31
w/ CLASS B RIPRAP
TOE PROTECTION
3 TON 11 SY
CL B RIP RAP
2GI-D
2GI-D
15" RCP-IV
15" CSP W/ ELBOWSW/ ELBOWS
24" RCP-IV
SEE DETAIL 31
WITH CLASS B RIPRAP
TOE PROTECTION
2 TONS 7 SY
CL B RIP RAP
SEE DETAIL 31
WITH CLASS B RIPRAP
TOE PROTECTION
2GI
2GI
FS
15" RCP-IV
15" RCP-IV
27 TONS
CL I RIP RAP
SEE DETAIL 4
STABILIZATION
PIPE OUTLET CHANNEL
RCP-III 15"
42" RCP-III
42" RCP-III
42" RCP-III15" RCP-III
2GI
2GI-D
15" RCP-III 24" RCP-III
JB w/MH
30" RCP-IV
REMOVE
2GI-A
2GI-A
2GI-A
42" RCP-IIIJB w/MH
SHEET 2D-4
SEE DETAIL ON
STRUCTURE
DETENTION OUTLETREMOVEREMOVE

JB w/MH
GTD
RETAIN
JB w/MH
JB w/MH
SEE DETAIL 6
'V' DITCH
STANDARD TAIL
RETAIN
RETAIN
RETAIN
RETAIN
SEE DETAIL 74
W/ CLASS B RIPRAP
SPECIAL LATERAL 'V' DITCH
15" RCP-IV 24" RCP-III15" RCP-IV
15" RCP-IV
5 TONS 14 SY
CL B RIP RAP
REMOVE
15" RCP-IV
REMOVE
15" R
C
P-III
SEE DETAIL 22
W/ CLASS B RIPRAP
SPECIAL LATERAL 'V' DITCH
30" RCP-IIICOLLAR
SEE SPECIAL DETAIL
HW
CB
15" RCP-IV 15" RCP-IV REMOVE
JB w/MH
15" RCP-IV
15" RCP-I
V2GI
2GI
2 TON 7 SY
CLASS B RIP RAP
RETAIN FES24" RCP-IIIRETAIN & LINESEE DETAIL 84
BANK STABILIZATION
CLASS II RIP RAP
TS
S
S
WC
WD
WF
SI
WG
SJ
WE
WD
*
***
* **
**
****WD********
***
*********
*
SITE #2SITE #2
SITE #3

10/6/2021c:\projectwise\pb\projectwiseint\wsp__victoria.kohlwey\d0339329\I3819_hyd_prm_psh10_L10650-13550.dgnUSVK677148LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99IREDELL
I-3819B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-3819B
C. DAVIS
D. AINSWORTH 4-2-2019
NC LIC NO. F-0165
Suite 610, Charlotte, NC 28203
1001 Morehead Square Dr.,
(Variable)
Channel Bed
10
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SI
WF
-
YRPC-
T T FILL IN WETLAND
DENOTES TEMPORARY
( Not to Scale)
See plan
1.0'min.
DETAIL 84
RIP RAP BANK STABILIZATION
d*
Type of Liner= CL 1 or CL 2 Rip Rap (see plan)
-YRPCA- STA. 77+00 RT
-YRPCA- STA. 18+65 RT
*d=18" for CL 1 and 30" for CL 2 (No Geotextile)
Grade
Ex. or Pr.
( Not to Scale)
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 4
Length= 22 Ft.
1.5'
-Y_N- STA. 210+35 RT
-YRPC- STA. 16+04 RT
Elevation
Natural Bed

Type of Liner= CL 1 Rip-Rap - Keyed-In (No Geotextile)
SJWC
SEE SHEET 10A
SEE SHEET 10A
25 5012.5 025
SITE #3 INSET
WATER IMPACT
TEMPORARY SURFACE
GRAPHIC SCALE - INSET
SEE INSET
SITE #3
SJ
SEE DETAIL 4
W/ CLASS 1 RIPRAP
STABILIZATION
PIPE OUTLET CHANNEL
C
F
F
F
F
F
F
FF
F
F
F
F
F FFFFFFFFFCFCF
C
CCCCCCCFF
F
F
F
F
F
FFFF
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
FFF
F
F
F F
F
F
F F
F F C C C C F F
F F
C
F
F F
F FC
C C
C
C
C C
F F
C
CC
18" RCP-III
24" RCP-III
15" RCP-III
15" RCP-III
15" RCP-IV
15" RCP-IV
W/ ELBOWS
30" CSP
24" RCP-III
15" RCP-IV
15" RCP-IV
15" RCP-IV
24" RCP-III
24" RCP-III
24" RCP-III
15" RCP-IV
54" WELDED STEEL
INSTALLATION
TRENCHLESS
15" RCP-III
RCP-III
30"
15" RCP-IV
15" RCP-IV
RCP-IV
15"
w/ ELBOWS
15" CSP
w/ ELBOWS
15" CSP
785785785
785 790790790790790
790
7
9
5
795795
795 80
0
8
0
5
810 815MTLRIPRAP
RI PRAPRI
PRAP24" CMPI-40 EB RA
MP BST VARIES
54" RCP-YRPC-65+0015+00
PROP. SBG
W/ G.R.12'12'12'PS11.7'PS 2 4 'SFB (25:1)
(25:1)
SF
B18'PS
TL-3IA
MASH
GROUNDWATER FOR 1.5:1 SLOPE
SOIL SLOPE (RSS) w/ HIGH
STANDARD REINFORCED
03
02
01
00(TYP)24'
05040302
06(TYP)24'REMOVEREMOVE JB15" CSP2GI
2GI
2GI
SEE DETAIL 27
PSH
24" RCP-IV54" RCP-IVW/ ELBOWS
24" RCP-IV
JB w/MH
TS
S
S
-MATCHLINE- STA. 135+50.00 -L- SEE SHEET NO. 11SEE SHEET NO. 22
STA. 19+00.00 -YRPC-
STA. 31+50.00 -YRPCA-
-MATCHLINE-
SEE
SHEET NO
. 23
-MATCHLINE- STA
. 247+00 -Y_RT-NAD 83/95NC GRIDSEE SHEET NO. 22 STA. 66+90.00 -YRPAC--MATCHLINE-
SEE SHEET W-1 FOR WALL 13 ENVELOPE
SEE SHEET 2D-1 DRAINAGE DETAILS
SEE SHEET 73 FOR -YLPC- PROFILE
SEE SHEET 72 FOR -YRPDB- PROFILE
SEE SHEET 66 FOR -YRPCA- PROFILE
SEE SHEET 65 FOR -YRPC- PROFILE
SEE SHEET 63 FOR -YRPAC- PROFILE
SEE SHEET 56, 57 FOR -Y_RT- PROFILE
SEE SHEET 56, 57 FOR -Y_LT- PROFILE
SEE SHEET 47, 48 FOR -LCDEB- PROFILE
SEE SHEET 39 FOR -L_EB- PROFILE
SEE SHEET 39 FOR -L_WB- PROFILE
SEE SHEET 37, 38 FOR -L_RT- PROFILE
SEE SHEET 37, 38 FOR -L_LT- PROFILE-MATCHLINE- STA. 106+50.00 -L- SEE SHEET NO. 9AAA
W
PLAN VIEW
SECTION A-A
(4'min typ.)
Permanent Soil Reinforcement
matting (PSRM)
Seed with native
grasses at installation.
*NOT TO SCALE
BFILL
S
LOPE2:12:1INFLOW
3/08
not shown for clarity)
(Rip Rap in basin
GROUND
NATURAL
Outlet
Pipe or Ditch
Scour Hole (PSH)
Square Preformed
D
PSRM
MIN. 1' TUCK
WITH NATURAL GROUND
INSTALL LEVEL AND FLUSH
WITH GEOTEXTILE
LINER: CLASS B RIPRAP
DETAIL 27 - PREFORMED SCOUR HOLE
PIPE (d = 15")
W= 4'
D= 1'
B= 3.75'
-Y11- STA. 30+74 LT
-YRPDB- STA. 18+52 RT
-YRPDB- STA. 16+85 RT
-YRPCA- STA. 80+36 RT
-YRPC- STA. 15+09 RT
-YRPA- STA. 13+01 RT
-Y_S- STA. 120+82 LT
AA
W
PLAN VIEW
SECTION A-A
(4'min typ.)
Permanent Soil Reinforcement
matting (PSRM)
Seed with native
grasses at installation.
*NOT TO SCALE
B
FI
LL
S
LOP
E2:12:1INFLOW
3/08
not shown for clarity)
(Rip Rap in basin
GROUND
NATURAL
Outlet
Pipe or Ditch
Scour Hole (PSH)
Square Preformed
D
PSRM
MIN. 1' TUCK
WITH NATURAL GROUND
INSTALL LEVEL AND FLUSH
WITH GEOTEXTILE
LINER: CLASS B RIPRAP
DETAIL 28 - PREFORMED SCOUR HOLE
PIPE (d = 18")
W= 4'
D= 1.5'
B= 4.5'
-YRPC- STA. 22+09 RT
-YRPDB- STA. 15+69 RT
F
F
F
F
F
F
15" RCP-IV
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/30/2021c:\projectwise\pb\projectwiseint\wsp__victoria.kohlwey\d0339329\I3819_hyd_prm_psh10A_L10650-13550.dgnUSVK677148I-3819B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC LIC NO. F-0165
Suite 610, Charlotte, NC 28203
1001 Morehead Square Dr.,
MTL
RIPRAPPOSS JB
15+00
65+0012'12'PS12'PS10'12'12'4'12'B-7712'12'PS12'PS10'12'12'4'12'EXIST. TO REMAIN
B-77
B-77
50:1 PS11.7'TL-3
IA MASH
+94.4
BEG. SBG
PS12.6'
2GI
2GI
SPECIAL 2GI
ADJUST
V10= 1.6 fps
Q10= 83.2 cfs
2GI
2GI
2GI
15" RCP-IV
15" RCP-IV
2GI
2GI
************
***
WC
F
F
F
F
F
F
F
F
F
15" RCP-IV
15" RCP-IV
24" RCP-III
24" RCP-III
15" RCP-IV
15" RCP-IV
RCP-IV
15"
MTL
RIPRAPRIPRAP72" RCP24" RCPPOSS JB
S
-YRPCA-
20+00
70+00
12'12'12'12'4'PROP. SBG W/ G.R.PS11.7'040302(TYP)
36'RETAIN2 TON 7 SY
CL B RIP RAP
2GI
2GI
3 TON 11 SY
CL B RIP RAP
REMOVE
24" RCP-IIISEE DETAIL 84
BANK STABILIZATION
CLASS II RIP RAP
*
**
*
*
**
**
WD
*********
*
( Not to Scale)
See plan
1.0'min.
DETAIL 84
RIP RAP BANK STABILIZATION
d*
Type of Liner= CL 1 or CL 2 Rip Rap (see plan)
-YRPCA- STA. 77+00 RT
-YRPCA- STA. 18+65 RT
Grade
Ex. or Pr.
*d=18" for CL 1 and 30" for CL 2 (No Geotextile)
SITE #2
25 50 100500
10A
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL INFF
SITE #2
SITE #2
GRAPHIC SCALE - INSETNAD 83/95NC GRIDT T FILL IN WETLAND
DENOTES TEMPORARY
STRUCTURE #12)
ACCESS - BRIDGE
CONSTRUCTION
(MATTING FOR
IN WETLAND
TEMPORARY FILL
STRUCTURE #12)
ACCESS - BRIDGE
CONSTRUCTION
(MATTING FOR
IN WETLAND
TEMPORARY FILL
IN STREAM BED.
WITH NCDWR. NO RIPRAP WAS PLACED
IN THE FIELD THROUGH COORDINATION
*NOTE: RIPRAP WAS INSTALLED
SJ
F
FFF
F
F F
24" RCP-III
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/30/2021c:\projectwise\pb\projectwiseint\wsp__victoria.kohlwey\d0339329\I3819_hyd_prm_psh10A_L10650-13550.dgnUSVK677148I-3819B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC LIC NO. F-0165
Suite 610, Charlotte, NC 28203
1001 Morehead Square Dr.,
780
780780780
780780785785785
785
790790790
790
790
790790
MTL
RIPRAPPOSS JB
15+00
65+0012'12'PS12'PS10'12'12'4'12'B-7712'12'PS12'PS10'12'12'4'12'EXIST. TO REMAIN
B-77
B-77
50:1 PS11.7'TL-3
IA MASH
+94.4
BEG. SBG
PS12.6'
2GI
2GI
SPECIAL 2GI
ADJUST
V10= 1.6 fps
Q10= 83.2 cfs
2GI
2GI
2GI
15" RCP-IV
15" RCP-IV
2GI
2GI
************
***
WC
F
F
F
F
F
F
F
F
F
15" RCP-IV
15" RCP-IV
24" RCP-III
24" RCP-III
15" RCP-IV
15" RCP-IV
RCP-IV
15"
775
775
775775780780
7
80
780780
780780
7807807
8
5785785785
790
790790
790 795795
795
795MTL
RIPRAPRIPRAP72" RCP24" RCPPOSS JB
S
-YRPCA-
20+00
70+00
12'12'12'12'4'PROP. SBG W/ G.R.PS11.7'040302(TYP)
36'RETAIN2 TON 7 SY
CL B RIP RAP
2GI
2GI
3 TON 11 SY
CL B RIP RAP
REMOVE
24" RCP-IIISEE DETAIL 84
BANK STABILIZATION
CLASS II RIP RAP
*
**
*
*
**
**
WD
*********
*
( Not to Scale)
See plan
1.0'min.
DETAIL 84
RIP RAP BANK STABILIZATION
d*
Type of Liner= CL 1 or CL 2 Rip Rap (see plan)
-YRPCA- STA. 77+00 RT
-YRPCA- STA. 18+65 RT
Grade
Ex. or Pr.
*d=18" for CL 1 and 30" for CL 2 (No Geotextile)
SITE #2
25 50 100500
10A
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL INFF
SITE #2
SITE #2
GRAPHIC SCALE - INSETNAD 83/95NC GRIDT T FILL IN WETLAND
DENOTES TEMPORARY
STRUCTURE #12)
ACCESS - BRIDGE
CONSTRUCTION
(MATTING FOR
IN WETLAND
TEMPORARY FILL
STRUCTURE #12)
ACCESS - BRIDGE
CONSTRUCTION
(MATTING FOR
IN WETLAND
TEMPORARY FILL
IN STREAM BED.
WITH NCDWR. NO RIPRAP WAS PLACED
IN THE FIELD THROUGH COORDINATION
*NOTE: RIPRAP WAS INSTALLED
SJ
F
FFF
F
F F
24" RCP-III
22

SEE SHEET NO. 21
STA. 80+40.00 -YRPAC-
-MATCHLINE-
SEE

SH
E
ET
N
O
.

1
0-MA
TCH
L
IN
E
-
S
TA
. 2
3
5
+
0
0
-Y
_RT
-SEE SH
EET
N
O. 21STA. 120+00 -Y
_S--M
A
TC
H
LIN
E-NAD 83/95NC GRIDSEE SHEET NO. 11
STA. 21+60 -YRPD-
STA. 44+50 -YRPCA--
MATCHLINE-SEE SHEET NO. 10
STA. 19+00.00 -YRPC-
STA. 31+50.00 -YRPCA-
-MATCHLINE-
SEE SHEET NO. 10 STA. 66+90.00 -YRPAC--MATCHLINE- REVISIONS1

9/24/2021c:\projectwise\pb\projectwiseint\wsp__victoria.kohlwey\d0339329\I3819_hyd_prm_psh22_Y12000-13500.dgnUSVK677148LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99IREDELL
I-3819B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-3819B
C. DAVIS
D. AINSWORTH 4-2-2019
NC LIC NO. F-0165
Suite 610, Charlotte, NC 28203
1001 Morehead Square Dr., vv MTLBIKE TRAIL 10' BST MTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTL48" CHL48" CHL48" CHL 48" CHL48" CHL
48" CHL
48" CHL
48" CHL
RIPRAP
RIPRAP
RIPRAP
DI
BENCH RI
PRAPS
DI
RIPRAP
RIPRAP
DI
DI107.27'
5.55'148.59'24.18'
8.33'
EIP
EIP
EIP
EIP
72.94'132.92'
40.82'
26.39'
EIP
OF
TRANSPORTAT
ION
NORTH
CAROL
INA
DEPARTMENT
CHRISTOPHER
DICKEY
99.34'
1 6 4 .7 4 'DUKE ENERGY -- 68' R/W730.56'G
. L
. WILSON
BUILDING
COMPANY
SULLIVAN ROAD PARTNERS, LLC
SULLIVAN ROAD PARTNERS, LLC
AND
KRISTEN
TODD7.67' EIP-R/W
7 .7 1' E IP -R/W7.43' EIP-R/WEXISTING R/W
"GREENWAY EASEMENT" --
2
0' R/W"GREEN
WAY EASE
MENT" -- 20' R/W;;;;
;
15.00'
15.00'
15.00'
AERIAL UTILITY EASEMENT
AERIAL UTILITY EASEMENTDRAINAGE EASEMENTPERMANENT EOIEOIEO
IEO
IMT
L
MTLMTLMTLMTL12" CMPDI15" RCP15" RCP
30" RCP24" RCPFES18" R C P
18"
R
CP
DIDIW/FESDI
72" PAVED 48" PAVED48" PAVED72" PAVED30"VCP
20.00'R/WEXISTING I-77 NB 37.5' BSTI-77 NB RAMP 38' BSTBSTI-40 EB RAMP CONC VARIESI-77 NB RAMP BST VARIES
15" CMP15" RCP
36" RCP15" RCP15" RCP
15" RCPB
IKE TRA
IL
10' BSTMTLMTLMTLMTL
S
SMTLMTL48" CHL 48" CHLB
IKE TRA
IL
10' BSTWOODMTLMTLBST48" WW125.92'97.41'281.26'DUKE ENERGY -- 68' R/WDUKE ENERGY -- 68' R/W"G
RE
ENW
AY EA
SEM
EN
T" -
- 20'
R/W
96
.23'11.23'EXISTING R/WEXISTING R/W68.00'EASEMENTDRAINAGE PERMANENT pMTLMTL15" CMPDICONCCONC30"V
C
P30"VCP
3
0"VCP3
0"VCP20.00'18" C&G18" C&G18" C&G18" C&G6" CURBBST BRIDGEBST BRIDGE12
" CM
P12" CM
P
519
S
;;;STATESVILLE
CITY OF
AN UNDIVIDED 5% INTEREST
JOYCE R. JOHNSON
ALLEN C. JOHNSON AND
LIMITED PARTNERSHIP
SUPERIOR PROPERTIES OF IREDELL
PROP. CHL FENCE PROP CH
L FENCEPROP CHL FENCE
PROP CHL FENCE-YRPAC--YRPD-
-Y R PD B -
-YRPDB-
-YRPAC-
-YRPD-
-YRPDB-
-YRPC-
-YRPCA-130+00-YRPCA-
SE = 06
DS = 50 MPH
SE = 06
DS = 50 MPH
SE = 04
DS = 50 MPH
SE = 06
DS = 50 MPH
SE = 05
DS = 60 MPH
SE = 05
DS = 60 MPH
DS = 50 MPH
SE = 06 SE = NC
DS = 50 MPH
SE = NC
DS = 60 MPH
-YRPCA-
-
Y
RP
C--YRPC-SE = NC
DS = 50 MPH
PIs Sta 11+93.35
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 14+07.08
D
L = 327.27'
T = 165.77'
R = 833.00'
PIs Sta 16+16.61
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 22+11.11
D
L = 730.47'
T = 365.50'
R = 7,870.00'10+0015+00
20+00
125+00PI Sta 117+68.63
D
L = 1,074.43'
T = 537.61'
R = 11,500.00'15+0020+0025+0030+00
PIs Sta 23+74.30
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 26+43.97
D
L = 433.64'
T = 221.71'
R = 845.00'
PIs Sta 29+03.94
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 74+01.12
D
L = 593.15'
T = 297.92'
R = 2,550.00'70+0075+0080+00PI Sta 41+32.83
D
L = 1,389.22'
T = 917.93'
R = 833.00'35+0040+00
-Y_S-
PIs Sta 30+95.94
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 14+24.03
D
L = 392.80'
T = 196.43'
R = 9,000.00'
PIs Sta 31+66.93
Ls = 144.00'
F
LT = 96.04'
ST = 48.03'230+00PIs Sta 232+62.32
F
Ls = 200.00'
LT = 133.34'
ST = 66.67'
PI Sta 235+92.32
D
L = 525.34'
T = 263.34'
R = 3,000.00'
-Y_RT-330+00PIs Sta 331+73.81
F
Ls = 270.00'
LT = 180.02'
ST = 90.02'
PI Sta 334+86.61
D
L = 444.82'
T = 222.82'
R = 3,000.00'
-Y_LT-
PIs Sta 20+25.04
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 24+66.97
D
L = 736.00'
T = 393.97'
R = 833.00'
PIs Sta 28+57.03
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
20+00
25+00-Y RT--Y LT-120+00235+00335+0012'12'PS
12'
PS4'
12'12'
PS
4'
PS
12'12'12'
24'12'12'24'36'
12'
12'
12'
12'
12'
12'
36'
PS
11'
PS
11'
12'12'12'12'12'12'48'12'12'12'12'60'12'12'12'12'12'PS11'12'
PS
4'12'12'GREU TL-3CAT-1G REU TL-3
12'
PS
12'PS
14'
PS
14'
P
R
OP. GUAR
DR
AIL
PROP. GUARDRAIL
PROP. GUARDRAILPROP. GUARDRAILCAT-1
8:1
12'12'12'
1
2'12'12'1
2'PS1
1.
7'PS11.7'12'12'
PS
12'
PS
4'
PS
4'PS12'GREU TL-3PS11.7'
PS
14'
50:1
50:1PS17.7'PROP. SBG W/ G.R.
8:1
8:18:1
C
AT-1
B-77B-77B-77B-77
B
-7
7B
-7
7B-77B-77B-7712'
SFB W/ RET. WALL
+008:1
12'12'PS14'
PS14'PS12'
12'12'PS
12'
PS
4'+
00
12'12'PS4'PS4'1
2'1
2'PS4'
+59.7
+54.2
END SBG
S
B
G W/ G.
R.
12'
PS11.7'12'PS4'
PS
20'25:1
25:1
W/ RET. WALL +00
END G.R./ BEG SFB SFB W/ RET. WALL8:1S.F.B.+
6
0.3
3BEG
. G.R.
END
SFB
+22.3EN
D SFB
SBG W/ G.R.50:18:1
+60
12'12'12'PS11'PS12'PS12'PS14'PS11'12'12'12'
12'PS11.7'12'PS9'
+25
GUTTER
END EXP.
+92.1
END SBG
W/ 1.5:1 SLOPE
ROCK PLATING
PROP. G.R.PROP. RET. WALL W/ SFB
CAT-1
+08
PS
9.7'+52+06.5PROP. SFB w/ MOMENT SLAB
S.F.B.+
07
.06
144' SHLD. TAPER
2
5:1
+00
+50
+73
24:1 +10.95B
EG. T
-BAR.
TL-3GREU
185.72
+99.14 PS12'
+50
PS11.7'50:1PS 11.7'
77:1
BY OTHERS
TOWER RELOCATED
BY OTHERS
TOWER RELOCATED
+
8
8.1
END
SBG +29.85END TAPER000102030405050403020100010206050
6
05040302060504030206
05
04
03
0
2
01 0
0
01
0
2
03
04
05
06
0605
0202
02 (TYP)40'(TYP)54'02
(TYP)24'
06
05
04
03
02
03
04
02
04 02(TYP)24'(TYP)24'(TYP)24'(TYP)24'
(TYP)24'
04
06
05040302
(T
YP)24'040302(TYP)24'03 0100
+20.32
02
02
63.64' RT
+06.39 -YRPD-
67.61' RT
+08.88 -YRPD-
87.00' RT
+47.01 -YRPD-
5
6
82.29' RT
+10.22 -YRPDB-
113.81' RT
+52.96 -YRPDB-
59.05' RT
+18.67 -YRPD-
90.56' RT
+37.16 -YRPD-
7REMOVERE
MOVE
REMOVERE
MOVE
2GI
2GI
2GI
2GI
2GI
2GI
2GI
FS
FS
2GI
REMOVEREMOV
E
2GI
FS
R
EM
OVE
REMOV
E
2GI
2GI
R EM O V E
15" RCP-III
18" RCP-III
1 TONS 5 SY
CL B RIP RAP REMOVEFS
18" RCP-III 15" RCP-III 15" RCP-IV 18" CSP2GI
2GI
2GI
2GI
2GI
REMOVESEE DETAIL 14
W/ CLASS B RIPRAP
LATERAL 5' BASE DITCH
15" RCP-III
2GI
36" R
CP-III
3
6"
R
C
P-III
2GI
2GI
GRADE
TO
DRAIN
2 TONS 7 SY
CL B RIP RAP
RE
MOVE
15" RCP-III
SEE DETAIL 16
'V' DITCH
SPECIAL CUT
15" CSP 15" RCP-III FS 36" RCP-IIISEE DETAIL 15
BEHIND RETAINING WALL
CONCRETE DITCH
SEE DETAIL 23
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 25
W/ CLASS 1 RIPRAP
TOE PROTECTION 1 REMOVESEE DETAIL 27
PSH15" CSPSEE DETAIL 27
PSH
SEE DETAIL 13
AT EMBANKMENT
CLASS 2 RIP RAP
SEE DETAIL 29
AT EMBANKMENT
CLASS I RIP RAP
SEE DETAIL 28
PSH
SEE DETAIL 27
PSH
DETAIL 27
SEE
PSH
SEE DETAIL 31
WITH CLASS B RIPRAP
TOE PROTECTION
2GI
2GI
2GI 15" RCP-IV15" RCP-IV
15 TONS 30 S.Y.
CL 1 RIP RAP
2GI-A
2GI-A
2GI-D
2GI-D
V10= 8.1 fps
Q10= 7.3 cfs
TB 2GI
TB 2GI
TB 2GI
JB w/MH
V10= 8.8 fps
Q10= 5.3 cfs
SEE DETAIL 28
PSH
15" RCP-IV18" RCP-IV2GI
15" RCP-IV2GI-A
2GI
2GI
2GI
2GI-A15" RCP-I
V15" RCP-IV
15" R
CP-III
W/ ELBOW
S18" R
CP
-III15" RCP-IVW/ ELBOW
SSEE DETAIL 31
WITH CLASS B RIPRAP
TOE PROTECTION
SEE DETAIL 31
B RIPRAP
WITH CLASS
TOE PROTECTION
W/ ELBOWS15" CSPW/ ELBOW
S15" CSPHW
18" RCP-III
SEE DETAIL 56
LATERAL 2' BASE DITCH
SEE DETAIL 92
W/ CLASS 1 RIPRAP
LATERAL 3' BASE DITCH
2GI 15" RCP-IV 2GI
15" R
CP-III
2 TON 7 SY
CLASS B RIP RAP
3 TON 10 SY
CLASS B RIP RAP
2GI15" RCP-IV 15" RCP-V 2GI-D
JB w/MH
W/ ELBOWS15" CSP2GI-D
GTD
GTD
GTD
15" RCP-III
15" RCP-I
V 36" RCP-II I
TB 2GI TB 2GI15" RCP-I
VREMOVE REMOVE
REMOVE
REMOVE
*at Riprap Apron
V2= 1.9 fps*
Q2= 4.1 cfs
2GI
2GISEE DETAIL 13
AT EMBANKMENT
CLASS 2 RIP RAP
SEE DETAIL 58
5' BASE DITCH
LATERAL
4 TONS 10 SYCL 1 RIP RAPF
*
WD
WH
SJ
WD
F
F
F
F
F
F
F
s
*******
SITE #7
SITE #8
SITE #3
SITE #5
SITE #6
SITE #4
SITE #7A
F
F
F
F
FFFFFFFFFFFFFFFFFFFFFFFFF
F
F
F
F FF CFCFFFFF
F
C
F
C
F
C
C
C
C
F
F
F
F
F
FF
F
C
C
C
C
C
15" RCP-III
15" RCP-IV
15" RCP-III
15" RCP-IV
15" RCP-IV
15" RCP-IV
15
" RCP
-IV
15" RCP-IV
15
" RCP
-IV
RCP-III
36"
15" RCP-IV
ELBOWS
CSP W/
15"MTLMTL12'
PS11.7'
12'
PS4'
W/ 1.5:1 SLOPE
ROCK PLATING
+50
2GI15" CSP 15" RCP-III
*******FFF15" RCP-IIIAERIAL UTILITY EASEMENTDRAINAGE EASEMENTPERMANENT PROP CHL FENCE022GI15" RCP-
III
SEE DETAIL 27
PSH15" CSP2GI
W/ ELBOW
SF
*
F
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SEE SHEET 22B
SEE SHEET 22B
T T FILL IN WETLAND
DENOTES TEMPORARY
SEE SHEET 22A
25 5012.5 025
GRAPHIC SCALE - INSETS
INSETSITE #8
SEE INSET
SITE #8
SEE SHEET 22A
SEE INSET
SITE #4
SITE #4 INSET
15" RCP-IV
PERMIT DRAWING
SHEET 46 OF 67
Rev. 10/04/2021
22

SEE SHEET NO. 21
STA. 80+40.00 -YRPAC-
-MATCHLINE-
SEE

SH
E
ET
N
O
.

1
0-MA
TCH
L
IN
E
-
S
TA
. 2
3
5
+
0
0
-Y
_RT
-SEE SH
EET
N
O. 21STA. 120+00 -Y
_S--M
A
TC
H
LIN
E-NAD 83/95NC GRIDSEE SHEET NO. 11
STA. 21+60 -YRPD-
STA. 44+50 -YRPCA--
MATCHLINE-SEE SHEET NO. 10
STA. 19+00.00 -YRPC-
STA. 31+50.00 -YRPCA-
-MATCHLINE-
SEE SHEET NO. 10 STA. 66+90.00 -YRPAC--MATCHLINE- REVISIONS1

9/24/2021c:\projectwise\pb\projectwiseint\wsp__victoria.kohlwey\d0339329\I3819_hyd_prm_psh22_Y12000-13500.dgnUSVK677148LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99IREDELL
I-3819B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-3819B
C. DAVIS
D. AINSWORTH 4-2-2019
NC LIC NO. F-0165
Suite 610, Charlotte, NC 28203
1001 Morehead Square Dr.,
770770770770
770
770770770770770770770
770770770770770
770770770770775775775 775775 775775
775
775775775775775775775775775775775 775775
775
775
775
775775775775775775775775775775
7 75 7757757757
7
5
775775
775775775
775775
7757757757757757757757757757757757
75775
775
775775775775775775775775775
775
7757757
7
5
7757757757757757757757757757757757757757757757757757757757757757757757
7
5775775
775775
7
75
775
775
775
775 7757757
7
5
775775775775775775 775775775775775
775775775775775775
775
7
7
5
775
7757757757757
7
5
775
775775775775
775775775775775
775
775
775775
775
775775775
775775775 77577577
5
775
775775775775
775
775775775
780 7807807807
8
0780780 7807
8
07807807807807807
8
0
7807807807807
80
780780780780
780780780
780
7
80
7
8
0
780
780780
78
0780780780780780
780
780780780780
7807807 8 0
780780 7807807807
8
078078078
0780
780
780
7
80780780
780
780780780780780780780780780780780780780780780780
780 78078
0
7
80
780780780780780
780 780780780780780
780 780780 780780
7807807807
807807807
8
0
780 780780785785785785785785785785785
785785785785785
785
785785785785
785785785
785
7
8
5 785785785785
78578578578578
5
785785
785785785785785785785785785 785785785785785785785785
785
785785785
785
785
785785785785785785785785785785785785785785
785785785
7
9
0790 7907907907
9
0790790790790790790790790
790790
790790790790790790790
790790790790790790
7
9
0790790790790
7907907907907907907907907
90
790
790790
790
790
790790790
790790790790790790790790790790790790790
790
790
790795795795795795
795795795795795795795
795
795
795
795795
795795795795 795795795795
795795795
795 795795795
79579579579
5
7
9
5
795
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795
795 795795
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795
795 795795795 795795795795795795795
795
795795800800800
8008008008
0
0
800 800
800
800800800800800
800
800
800
800800
800
800
800800800800
80
0
800
800
8 0 0
800
800
800 800800
800800800
800
800 8008008008008008
0
0
805
805
8
0
5
805805
80 5
805
805
805
805
805
805805
805
805
805805805805
805
805
805
805805805805
805 805 805
805
805
805 8058058058058058058058
0
5 805805810810
810810810810810
810
8
1
0
8
10 810
810810 810810810
810
810
810 810810810
810
810810810810810
810810810
810
810
8 10
810 810810810
810
810 810810 810810810810810810810810815815
815 815815
815
815815 815
8158
1
5815 815 815815815815
815
815
815
815
815
815
815
8 15 815815815
815
8158158
1
5
8158158 15 8158158158158158158158158158158158
15
815
815
815815815
815 815815820820820820820820820820
820820
820
820
820820
820
820
820
820
820
820820820820820820820820820
820820820 820820820
820
820
820820
820820
820820820
820
825825825825
825 825825
825
825
825
825
825825825825
825
825825
825
825 825825825825825825 825825830
830
830
835
vv MTLBIKE TRAIL 10' BST MTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTL48" CHL48" CHL48" CHL 48" CHL48" CHL
48" CHL
48" CHL
48" CHL
RIPRAP
RIPRAP
RIPRAP
DI
BENCH RI
PRAPS
DI
RIPRAP
RIPRAP
DI
DI107.27'
5.55'148.59'24.18'
8.33'
EIP
EIP
EIP
EIP
72.94'132.92'
40.82'
26.39'
EIP
OF
TRANSPORTAT
ION
NORTH
CAROL
INA
DEPARTMENT
CHRISTOPHER
DICKEY
99.34'
1 6 4 .7 4 'DUKE ENERGY -- 68' R/W730.56'G
. L
. WILSON
BUILDING
COMPANY
SULLIVAN ROAD PARTNERS, LLC
SULLIVAN ROAD PARTNERS, LLC
AND
KRISTEN
TODD7.67' EIP-R/W
7 .7 1' E IP -R/W7.43' EIP-R/WEXISTING R/W
"GREENWAY EASEMENT" --
2
0' R/W"GREEN
WAY EASE
MENT" -- 20' R/W;;;;
;
15.00'
15.00'
15.00'
AERIAL UTILITY EASEMENT
AERIAL UTILITY EASEMENTDRAINAGE EASEMENTPERMANENT EOIEOIEO
IEO
IMT
L
MTLMTLMTLMTL12" CMPDI15" RCP15" RCP
30" RCP24" RCPFES18" R C P
18"
R
CP
DIDIW/FESDI
72" PAVED 48" PAVED48" PAVED72" PAVED30"VCP
20.00'R/WEXISTING I-77 NB 37.5' BSTI-77 NB RAMP 38' BSTBSTI-40 EB RAMP CONC VARIESI-77 NB RAMP BST VARIES
15" CMP15" RCP
36" RCP15" RCP15" RCP
15" RCPB
IKE TRA
IL
10' BSTMTLMTLMTLMTL
S
SMTLMTL48" CHL 48" CHLB
IKE TRA
IL
10' BSTWOODMTLMTLBST48" WW125.92'97.41'281.26'DUKE ENERGY -- 68' R/WDUKE ENERGY -- 68' R/W"G
RE
ENW
AY EA
SEM
EN
T" -
- 20'
R/W
96
.23'11.23'EXISTING R/WEXISTING R/W68.00'EASEMENTDRAINAGE PERMANENT pMTLMTL15" CMPDICONCCONC30"V
C
P30"VCP
3
0"VCP3
0"VCP20.00'18" C&G18" C&G18" C&G18" C&G6" CURBBST BRIDGEBST BRIDGE12
" CM
P12" CM
P
519
S
;;;STATESVILLE
CITY OF
AN UNDIVIDED 5% INTEREST
JOYCE R. JOHNSON
ALLEN C. JOHNSON AND
LIMITED PARTNERSHIP
SUPERIOR PROPERTIES OF IREDELL
PROP. CHL FENCE PROP CH
L FENCEPROP CHL FENCE
PROP CHL FENCE-YRPAC--YRPD-
-Y R PD B -
-YRPDB-
-YRPAC-
-YRPD-
-YRPDB-
-YRPC-
-YRPCA-130+00-YRPCA-
SE = 06
DS = 50 MPH
SE = 06
DS = 50 MPH
SE = 04
DS = 50 MPH
SE = 06
DS = 50 MPH
SE = 05
DS = 60 MPH
SE = 05
DS = 60 MPH
DS = 50 MPH
SE = 06 SE = NC
DS = 50 MPH
SE = NC
DS = 60 MPH
-YRPCA-
-
Y
RP
C--YRPC-SE = NC
DS = 50 MPH
PIs Sta 11+93.35
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 14+07.08
D
L = 327.27'
T = 165.77'
R = 833.00'
PIs Sta 16+16.61
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 22+11.11
D
L = 730.47'
T = 365.50'
R = 7,870.00'10+0015+00
20+00
125+00PI Sta 117+68.63
D
L = 1,074.43'
T = 537.61'
R = 11,500.00'15+0020+0025+0030+00
PIs Sta 23+74.30
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 26+43.97
D
L = 433.64'
T = 221.71'
R = 845.00'
PIs Sta 29+03.94
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 74+01.12
D
L = 593.15'
T = 297.92'
R = 2,550.00'70+0075+0080+00PI Sta 41+32.83
D
L = 1,389.22'
T = 917.93'
R = 833.00'35+0040+00
-Y_S-
PIs Sta 30+95.94
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 14+24.03
D
L = 392.80'
T = 196.43'
R = 9,000.00'
PIs Sta 31+66.93
Ls = 144.00'
F
LT = 96.04'
ST = 48.03'230+00PIs Sta 232+62.32
F
Ls = 200.00'
LT = 133.34'
ST = 66.67'
PI Sta 235+92.32
D
L = 525.34'
T = 263.34'
R = 3,000.00'
-Y_RT-330+00PIs Sta 331+73.81
F
Ls = 270.00'
LT = 180.02'
ST = 90.02'
PI Sta 334+86.61
D
L = 444.82'
T = 222.82'
R = 3,000.00'
-Y_LT-
PIs Sta 20+25.04
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
PI Sta 24+66.97
D
L = 736.00'
T = 393.97'
R = 833.00'
PIs Sta 28+57.03
F
Ls = 144.00'
LT = 96.04'
ST = 48.03'
20+00
25+00-Y RT--Y LT-120+00235+00335+0012'12'PS
12'
PS4'
12'12'
PS
4'
PS
12'12'12'
24'12'12'24'36'
12'
12'
12'
12'
12'
12'
36'
PS
11'
PS
11'
12'12'12'12'12'12'48'12'12'12'12'60'12'12'12'12'12'PS11'12'
PS
4'12'12'GREU TL-3CAT-1G REU TL-3
12'
PS
12'PS
14'
PS
14'
P
R
OP. GUAR
DR
AIL
PROP. GUARDRAIL
PROP. GUARDRAILPROP. GUARDRAILCAT-1
8:1
12'12'12'
1
2'12'12'1
2'PS1
1.
7'PS11.7'12'12'
PS
12'
PS
4'
PS
4'PS12'GREU TL-3PS11.7'
PS
14'
50:1
50:1PS17.7'PROP. SBG W/ G.R.
8:1
8:18:1
C
AT-1
B-77B-77B-77B-77
B
-7
7B
-7
7B-77B-77B-7712'
SFB W/ RET. WALL
+008:1
12'12'PS14'
PS14'PS12'
12'12'PS
12'
PS
4'+
00
12'12'PS4'PS4'1
2'1
2'PS4'
+59.7
+54.2
END SBG
S
B
G W/ G.
R.
12'
PS11.7'12'PS4'
PS
20'25:1
25:1
W/ RET. WALL +00
END G.R./ BEG SFB SFB W/ RET. WALL8:1S.F.B.+
6
0.3
3BEG
. G.R.
END
SFB
+22.3EN
D SFB
SBG W/ G.R.50:18:1
+60
12'12'12'PS11'PS12'PS12'PS14'PS11'12'12'12'
12'PS11.7'12'PS9'
+25
GUTTER
END EXP.
+92.1
END SBG
W/ 1.5:1 SLOPE
ROCK PLATING
PROP. G.R.PROP. RET. WALL W/ SFB
CAT-1
+08
PS
9.7'+52+06.5PROP. SFB w/ MOMENT SLAB
S.F.B.+
07
.06
144' SHLD. TAPER
2
5:1
+00
+50
+73
24:1 +10.95B
EG. T
-BAR.
TL-3GREU
185.72
+99.14 PS12'
+50
PS11.7'50:1PS 11.7'
77:1
BY OTHERS
TOWER RELOCATED
BY OTHERS
TOWER RELOCATED
+
8
8.1
END
SBG +29.85END TAPER000102030405050403020100010206050
6
05040302060504030206
05
04
03
0
2
01 0
0
01
0
2
03
04
05
06
0605
0202
02 (TYP)40'(TYP)54'02
(TYP)24'
06
05
04
03
02
03
04
02
04 02(TYP)24'(TYP)24'(TYP)24'(TYP)24'
(TYP)24'
04
06
05040302
(T
YP)24'040302(TYP)24'03 0100
+20.32
02
02
63.64' RT
+06.39 -YRPD-
67.61' RT
+08.88 -YRPD-
87.00' RT
+47.01 -YRPD-
5
6
82.29' RT
+10.22 -YRPDB-
113.81' RT
+52.96 -YRPDB-
59.05' RT
+18.67 -YRPD-
90.56' RT
+37.16 -YRPD-
7REMOVERE
MOVE
REMOVERE
MOVE
2GI
2GI
2GI
2GI
2GI
2GI
2GI
FS
FS
2GI
REMOVEREMOV
E
2GI
FS
R
EM
OVE
REMOV
E
2GI
2GI
R EM O V E
15" RCP-III
18" RCP-III
1 TONS 5 SY
CL B RIP RAP REMOVEFS
18" RCP-III 15" RCP-III 15" RCP-IV 18" CSP2GI
2GI
2GI
2GI
2GI
REMOVESEE DETAIL 14
W/ CLASS B RIPRAP
LATERAL 5' BASE DITCH
15" RCP-III
2GI
36" R
CP-III
3
6"
R
C
P-III
2GI
2GI
GRADE
TO
DRAIN
2 TONS 7 SY
CL B RIP RAP
RE
MOVE
15" RCP-III
SEE DETAIL 16
'V' DITCH
SPECIAL CUT
15" CSP 15" RCP-III FS 36" RCP-IIISEE DETAIL 15
BEHIND RETAINING WALL
CONCRETE DITCH
SEE DETAIL 23
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 25
W/ CLASS 1 RIPRAP
TOE PROTECTION 1 REMOVESEE DETAIL 27
PSH15" CSPSEE DETAIL 27
PSH
SEE DETAIL 13
AT EMBANKMENT
CLASS 2 RIP RAP
SEE DETAIL 29
AT EMBANKMENT
CLASS I RIP RAP
SEE DETAIL 28
PSH
SEE DETAIL 27
PSH
DETAIL 27
SEE
PSH
SEE DETAIL 31
WITH CLASS B RIPRAP
TOE PROTECTION
2GI
2GI
2GI 15" RCP-IV15" RCP-IV
15 TONS 30 S.Y.
CL 1 RIP RAP
2GI-A
2GI-A
2GI-D
2GI-D
V10= 8.1 fps
Q10= 7.3 cfs
TB 2GI
TB 2GI
TB 2GI
JB w/MH
V10= 8.8 fps
Q10= 5.3 cfs
SEE DETAIL 28
PSH
15" RCP-IV18" RCP-IV2GI
15" RCP-IV2GI-A
2GI
2GI
2GI
2GI-A15" RCP-I
V15" RCP-IV
15" R
CP-III
W/ ELBOW
S18" R
CP
-III15" RCP-IVW/ ELBOW
SSEE DETAIL 31
WITH CLASS B RIPRAP
TOE PROTECTION
SEE DETAIL 31
B RIPRAP
WITH CLASS
TOE PROTECTION
W/ ELBOWS15" CSPW/ ELBOW
S15" CSPHW
18" RCP-III
SEE DETAIL 56
LATERAL 2' BASE DITCH
SEE DETAIL 92
W/ CLASS 1 RIPRAP
LATERAL 3' BASE DITCH
2GI 15" RCP-IV 2GI
15" R
CP-III
2 TON 7 SY
CLASS B RIP RAP
3 TON 10 SY
CLASS B RIP RAP
2GI15" RCP-IV 15" RCP-V 2GI-D
JB w/MH
W/ ELBOWS15" CSP2GI-D
GTD
GTD
GTD
15" RCP-III
15" RCP-I
V 36" RCP-II I
TB 2GI TB 2GI15" RCP-I
VREMOVE REMOVE
REMOVE
REMOVE
*at Riprap Apron
V2= 1.9 fps*
Q2= 4.1 cfs
2GI
2GISEE DETAIL 13
AT EMBANKMENT
CLASS 2 RIP RAP
SEE DETAIL 58
5' BASE DITCH
LATERAL
4 TONS 10 SYCL 1 RIP RAPF
*
WD
WH
SJ
WD
F
F
F
F
F
F
F
s
*******
SITE #7
SITE #8
SITE #3
SITE #5
SITE #6
SITE #4
SITE #7A
F
F
F
F
FFFFFFFFFFFFFFFFFFFFFFFFF
F
F
F
F FF CFCFFFFF
F
C
F
C
F
C
C
C
C
F
F
F
F
F
FF
F
C
C
C
C
C
15" RCP-III
15" RCP-IV
15" RCP-III
15" RCP-IV
15" RCP-IV
15" RCP-IV
15
" RCP
-IV
15" RCP-IV
15
" RCP
-IV
RCP-III
36"
15" RCP-IV
ELBOWS
CSP W/
15"785785790790795795800MTLMTL12'
PS11.7'
12'
PS4'
W/ 1.5:1 SLOPE
ROCK PLATING
+50
2GI15" CSP 15" RCP-III
*******FFF15" RCP-III
775775AERIAL UTILITY EASEMENTDRAINAGE EASEMENTPERMANENT PROP CHL FENCE022GI15" RCP-
III
SEE DETAIL 27
PSH15" CSP2GI
W/ ELBOW
SF
*
F
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SEE SHEET 22B
SEE SHEET 22B
T T FILL IN WETLAND
DENOTES TEMPORARY
SEE SHEET 22A
25 5012.5 025
GRAPHIC SCALE - INSETS
INSETSITE #8
SEE INSET
SITE #8
SEE SHEET 22A
SEE INSET
SITE #4
SITE #4 INSET
15" RCP-IV
PERMIT DRAWING
SHEET 47 OF 67
Rev. 10/04/2021
( Not to Scale)
RIP RAP AT EMBANKMENT
Grade
Ditch
2'
GEOTEXTILE
10'min.
1.0'min.
DETAIL 13
Type of Liner= Class 2 Rip-Rap
-YRPDB- 14+25 RT
-YRPAC- 78+50 RT
-YRPAC- 27+86 RT
-Y_S- STA. 33+80 RT
-Y_S- STA. 69+50 LT
( Not to Scale)
2:12:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-YRPDB- FROM STA. 11+99 TO STA. 14+29 RT
DETAIL 58
b= 5.0 Ft.
B= 5.0 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 13
AT EMBANKMENT
CLASS 2 RIP RAP
s
B
IKE
TRA
IL
10' B
ST
S
S96
.23'11.23'p
1
5" CMP12'12'12'
82.29' RT
+10.22 -YRPDB-
SEE DETAIL 13
AT EMBANKMENT
CLASS 2 RIP RAP
SEE DETAIL 58
5' BASE DITCH
LATERAL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/30/2021c:\projectwise\pb\projectwiseint\wsp__victoria.kohlwey\d0339329\I3819_hyd_prm_psh22A_Y12000-13500.dgnUSVK677148I-3819B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0 2550
22A
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
TEMPORARY IMPACTS IN
INSET
5025
INSET
FOURTH CREEK
FOURTH CREEK
SITE# 6
SURFACE WATER
TEMPORARY IMPACTS IN
GRAPHIC SCALE - INSETSNAD 83/95NC GRIDSITE# 7 & 7A
SITE 7A
SITE 7
SURFACE WATER
TEMPORARY IMPACTS IN
SURFACE WATER
IMPACTS IN
FROM NCDWR.
IN THE FIELD PER GUIDANCE
NOTE: RIPRAP WAS INSTALLED
WATER
SURFACE
IMPACTS IN
PERMIT DRAWING
SHEET 48 OF 67
Rev. 10/04/2021
( Not to Scale)
RIP RAP AT EMBANKMENT
Grade
Ditch
2'
GEOTEXTILE
10'min.
1.0'min.
DETAIL 13
Type of Liner= Class 2 Rip-Rap
-YRPDB- 14+25 RT
-YRPAC- 78+50 RT
-YRPAC- 27+86 RT
-Y_S- STA. 33+80 RT
-Y_S- STA. 69+50 LT
( Not to Scale)
2:12:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-YRPDB- FROM STA. 11+99 TO STA. 14+29 RT
DETAIL 58
b= 5.0 Ft.
B= 5.0 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill775780785SEE DETAIL 13
AT EMBANKMENT
CLASS 2 RIP RAP
s
770
770
770770775775
775775780780B
IKE
TRA
IL
10' B
ST
S
S96
.23'11.23'p
1
5" CMP12'12'12'
82.29' RT
+10.22 -YRPDB-
SEE DETAIL 13
AT EMBANKMENT
CLASS 2 RIP RAP
SEE DETAIL 58
5' BASE DITCH
LATERAL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/30/2021c:\projectwise\pb\projectwiseint\wsp__victoria.kohlwey\d0339329\I3819_hyd_prm_psh22A_Y12000-13500.dgnUSVK677148I-3819B
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0 2550
22A
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
TEMPORARY IMPACTS IN
INSET
5025
INSET
FOURTH CREEK
FOURTH CREEK
SITE# 6
SURFACE WATER
TEMPORARY IMPACTS IN
GRAPHIC SCALE - INSETSNAD 83/95NC GRIDSITE# 7 & 7A
SITE 7A
SITE 7
SURFACE WATER
TEMPORARY IMPACTS IN
SURFACE WATER
IMPACTS IN
FROM NCDWR.
IN THE FIELD PER GUIDANCE
NOTE: RIPRAP WAS INSTALLED
WATER
SURFACE
IMPACTS IN
PERMIT DRAWING
SHEET 49 OF 67
Rev. 10/04/2021
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 Site 1 Eliminated
2 14+00 -21+50-YRPCA-Roadway Fill 0.32 0.09
2 16+70 - 21+50-YRPCA-Bridge/Stream Bank Stabilization**0.04 0.61 0.02 0.02 < 0.01 115 10
3 15+75-YRPC-Roadway Fill < 0.01 0.01 0.02 < 0.01 206 10
4 24+00-YRPC-Roadway Fill 0.02
5 70+00 - 76+25 -YRPAC-Bridge 0.03 1.81 0.05
5 72+70 - 74+50 -YRPAC-Construction Access 0.23 0.02 77
6 121+50-Y_LT-Stream Bank Stabilization < 0.01 < 0.01 12 20
7 120+90-Y_RT-Stream Bank Stabilization < 0.01 < 0.01 12 20
7A 120+95-Y_RT-Stream Bank Stabilization**< 0.01 < 0.01 19 21
8 19+00-YRPDB-Roadway Fill < 0.01 < 0.01
9 28+50 - 34+00-YRPAC-Roadway Fill 0.40 0.08 0.07 < 0.01 747 10
9A 28+10 - 28+30-YRPAC-Construction Access 0.01 50
10 28+00-YRPAC-Stream Bank Stabilization < 0.01 < 0.01 25 20
11 27+50 - 26+50-YRPAC Roadway Fill 0.19 0.02
12 149+00-150+00-L-Bridge < 0.01 0.01 10 54
13 167+00-Y_RT-Stream Bed Stabilization < 0.01 17
13 167+00-Y_RT-Stream Bank Stabilization < 0.01 < 0.01 44 10
14 28+50-Y-Stream Bed Stabilization < 0.01 < 0.01 17 10
15 33+75-Y-Stream Bank Stabilization < 0.01 < 0.01 11 20
16 37+10-37+20-Y-54" RCP Extension < 0.01 15
16 35+90-37+10-Y-Stream Bed Stabilization < 0.01 < 0.01 98 10
17 37+70-37+80-Y-54" RCP Extension < 0.01 20
17 37+80-38+50-Y-Stream Bed Stabilization 0.01 < 0.01 94 14
SHEET 66 SUBTOTALS*:0.98 2.64 0.00 0.29 0.00 0.16 0.07 1462 356 0.00
*Rounded totals are sum of actual impacts for sites listed on Sheet 66. See Sheet 67 for project total.
Revised 2018 Feb SHEET 66 OF 67
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
IREDELL
TIP NO. I-3819B
WBS NO.
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/04/2021
**Additional riprap was added for bank stabilization per NCDWR request
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
18 47+50-Y-54" RCP Extension < 0.01 39
18 47+50-Y-Stream Bed Stabilization < 0.01 < 0.01 33 10
19 46+00-Y-Roadway Fill < 0.01 34
20 68+50-Y-New Channel < 0.01 < 0.01 13 10
20 68+50-Y-Roadway Fill < 0.01 48
21 70+20-Y- 3@9'X11" RCBC Extension 0.02 39
21 69+20-70+20-Y-Stream Bed Stabilization 0.08 < 0.01 137 21
22 71+30-71+90-Y- 3@9'X11" RCBC Extension 0.02 45
22 71+90-72+89-Y-Stream Bed Stabilization 0.08 160
22 72+89-75+10-Y-Stream Bank Stabilization**0.08 225
22 75+10-84+00-Y-Stream Bank Stabilization 0.34 901
22 83+59-83+85-Y-Stream Bed Stabilization < 0.01 25
23 87+70-Y-Roadway Fill < 0.01 33
24 93+75-Y-66" RCP Extension < 0.01 < 0.01 49 10
25 94+50-Y-66" RCP Extension < 0.01 10
25 94+50-Y-Stream Bed Stabilization < 0.01 < 0.01 21 21
26 116+70-120+10-Y-Roadway Fill 0.09 0.04
27 210+00-Y-60" RCP Extension < 0.01 29
27 210+00-Y-Stream Bed Stabilization < 0.01 < 0.01 19 10
28 24+00-Y15RPB-Stream Bed Stabilization < 0.01 < 0.01 16 11
SHEET 66 SUBTOTAL 0.98 2.64 0.00 0.29 0.00 0.16 0.07 1462 356 0.00
SHEET 67 SUBTOTAL 0.09 0.00 0.00 0.04 0.00 0.67 0.03 1843 126 0.00
PROJECT TOTALS*:1.07 2.64 0.00 0.33 0.00 0.83 0.10 3305 482 0.00
*Rounded totals are sum of actual impacts for entire project area
Revised 2018 Feb SHEET 67 OF 67
10/04/2021
IREDELL
TIP NO. I-3819B
WBS NO.
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
As-built survey limits for riprap installed on banks at Site 2; see permit drawings for additional information.
As-built survey limits for riprap installed on banks at Site 7A; see permit drawings for additional information.