20211241 Ver 1_B3186-B5898_PRM_Redlines_20211028_20211028

Carpenter,Kristi
From:Carter, Taylor <[e-mail]>
Sent:Thursday, October 28, 2021 9:20 AM
To:McHenry, David G; Amschler, Crystal C CIV USARMY CESAW (USA)
Cc:Mitchell, Robert K; Barnett, Kevin H
Subject:RE: \[External\] RE: 401 PCN Application Submittal - B-3186 and B-5898 Intersection
and Bridges
Attachments:B3186-B5898_PRM_Redlines_20211028.pdf
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Report Spam.

All,

Dave provided a correct explanation of the piping of this stream. I’ve included plansheets 6 and 7 from the Hydraulic
Redline set and sheets 2B-4 and 2B-5 from the temporary drainage redlines in the attached PDF. Sheets 2B-4/2B-5 show
the full extent of the temporary piping system. Sheets 6/7 show the final grading and stabilization of the stream after
the detour removal.

I measured the blue JS line in the Microstation file from the outlet of the 24” CMP to the inlet of the 48” CMP and got
1195.37 linear feet. Measuring along the centerline of the stabilized stream is 1105.98 linear feet plus 38.56 linear feet
at the upstream end that remains untouched in the permanent condition totaling 1144.54 linear feet from outlet of 24”
CMP to inlet of 48” CMP. By the below logic in this email thread, the meanders make up a difference of 50.8 linear feet.

I’m more than happy to provide any more information that is needed. Please don’t hesitate to ask or give me a call.
Best,
Taylor Carter, PE
Hydraulic Engineer
HDR
555 Fayetteville Street, Suite 900
Raleigh, NC 27601-3034
D 919.232.6689 M 980.328.3782
[e-mail]
hdrinc.com/follow-us

From: McHenry, David G <[e-mail]>
Sent: Wednesday, October 27, 2021 4:17 PM
To: Amschler, Crystal C CIV USARMY CESAW (USA) <[e-mail]>; Carter, Taylor
<[e-mail]>
Cc: Mitchell, Robert K <[e-mail]>; Barnett, Kevin H <[e-mail]>
Subject: RE: \[External\] RE: 401 PCN Application Submittal - B-3186 and B-5898 Intersection and Bridges

CAUTION: \[EXTERNAL\] This email originated from outside of the organization. Do not click links or open attachments
unless you recognize the sender and know the content is safe.

Hey Crystal,

1

I sent this direct to Taylor the hydraulics engineer since she is very familiar with the plans, which are indeed confusing
for a really complex project like this, and can help us.

1) The pipes in those screen shots are temporary fills needed for the detour roadway. They will come out and
channel be “restored” with the final permanent impacts listed, and using the rock-fiffle design in those
locations. The drawings are confusing because the pipes are only shown on sheet 6A, but pipes will also extend
up the stream as well while the detour is in place. Ultimately, once the detour is no longer needed the stream
will be permanently impacted as shown in sheets 6 and 7, with those pipes gone. Taylor, please clarify as
needed. Hope that makes sense.
2) Yes those faint black hash marks are the riffle locations.
3) After removal of the pipes, the stream is being stabilized in close to same alignment. I see your point about it
shortening the channel. Taylor, can you please get us an estimate of the channel length change so I can
request mitigation? I can take a stab if needed with a ruler on my computer monito, but figure you all could
knock it out much better in CADD.

From: Amschler, Crystal C CIV USARMY CESAW (USA) <[e-mail]>
Sent: Wednesday, October 27, 2021 3:03 PM
To: McHenry, David G <[e-mail]>
Cc: Mitchell, Robert K <[e-mail]>; Carter, Taylor <[e-mail]>; Barnett, Kevin H
<[e-mail]>
Subject: \[External\] RE: 401 PCN Application Submittal - B-3186 and B-5898 Intersection and Bridges

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.

Hi Dave,

I’ve reviewed the information for this project and do have a couple of questions on the plan. See the attached PDF of
some screen shots of the plans submitted with the permit application and those discussed back in February. My
questions are as follows and the PDF identifies specific areas for reference.

st
 1 screen shot: looks like the stream is getting piped in the plan but I don’t see any permanent impacts for pipes
listed and the piped impact was not shown on the previous version of the plan we looked at ear(second screen
shot).
 The third screen shot shows the plan submitted with the permit application. I just want to clarify that the black
hashed areas (kind of hard to see under all the red) are the areas where the constructed riffles would be
placed. Is that correct? I’ve got arrows pointed at two of these on that third screen shot so you will know which
black hashed areas I’m talking about.
 And lastly, I think I was under the impression the impacts would be stabilizing the stream in the existing
alignment rather than what the plans look like is more of straightening and relocating the stream. looking back
at the plans from earlier this year I do see that it is pretty clear that the plan involved realigning/straightening
the stream in some areas. I think we are still good to issue as a relocation under GP 50 with uplift coming from
the bank and bed stabilization, buffer plantings and construction of benches, but I think we do need to account
for any stream loss that would result from straightening out those meanders. Can you provide the current
stream length vs the new proposed stream length? It would be appropriate to mitigate for any loss of stream
channel resulting from straightening out the meanders. Sorry I didn’t catch this back when we were discussing in
earlier this year.

Crystal C. Amschler
Project Manager
2

Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801
(828)‐271‐7980 Ext 4231

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:

http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

From: McHenry, David G <[e-mail]>
Sent: Friday, October 22, 2021 2:50 PM
To: Amschler, Crystal C CIV USARMY CESAW (USA) <[e-mail]>
Cc: Mitchell, Robert K <[e-mail]>; Carter, Taylor <[e-mail]>; Barnett, Kevin H
<[e-mail]>
Subject: \[Non-DoD Source\] FW: 401 PCN Application Submittal - B-3186 and B-5898 Intersection and Bridges

B-3186 and B-5898 Permit Application Package

Hey Crystal,
Attached above is the link to the external collaborator folder in Sharepoint where I put the permit application materials
that did not make it to you. The files were too large to email direct. Also, FYI I have not heard from Marla yet on the
application, but I have a 2015 scoping comment letter from her that I will provide, if needed, in which WRC waived the
moratorium for this project.

Also, I want to note to you that the stream channel design has not changed from what I showed you all back in March;
we are still using the modified rock toe with spaced rock riffle grade controls. However, the extent of rock plating used
on the slopes above the stream has changed. You can see what I mean by comparing the design in March (top screen
shot below) with the comparable area from the permit drawings in the screen shot at the bottom – note the black
colored triangle patterning. Basically more rock is need on the road shoulder north of the stabilized channel while less
or no rock plating is now needed on the south side of the channel. I copied Taylor with HDR who can clarify if needed, or
you have questions. Just wanted to point that out since it is a difference.

Hope you all have a good weekend.

Thanks

Dave
3

4

From: McHenry, David G
Sent: Sunday, September 19, 2021 1:57 PM
5

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To: Chambers, Marla J <[e-mail]>
Subject: FW: 401 PCN Application Submittal - B-3186 and B-5898 Intersection and Bridges

Hey Marla,

Hope you are well.

Wanted you to know we just submitted this application and would appreciate your review and comments. Please advise
if you need anything.

Thanks

Dave

From: [e-mail] <[e-mail]>
Sent: Sunday, September 19, 2021 1:41 PM
To: McHenry, David G <[e-mail]>
Subject: 401 PCN Application Submittal - B-3186 and B-5898 Intersection and Bridges

Your pre-construction notification application has been submitted to the North Carolina Division of Water
Resources - 401 Buffer Permitting Branch.
The time clock for the review process will not begin until after the initial review has been done and payment
received. If the application is incomplete a project manager will be contacting you to request more
information.
If you have any questions, or are experiencing any issues with the PCN online form, please contact Bev
Strickland at [e-mail].
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address,
as responses aren’t monitored.

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
6

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F07060504 03020102010008070605040302080403020100010202020201010004030202040203-L- CS Sta. 36+26.50
-L- ST Sta. 39+62.50
35+00
40+00
35+00
40+00
45+00
-L_RT- CS Sta. 36+07.43
-L_LT- CS Sta. 36+28.46
-L_LT- ST Sta. 39+64.46
-L_RT- ST Sta. 39+43.43
-L_RT- TS Sta. 44+95.45
-L
RT-
-L
LT
-
-L
-
-L-
-L RT-
-L LT-
45+00
35+00
40+00
45+00
DA=0.45AC
DA=0.08AC
DA=0.05AC
DA=0.94AC
DA=0.27AC
DA=2.17
DA=0.45AC
DA=1.07AC
DA=0.52AC
DA=0.10AC
DA=0.06AC
DA=0.22AC
DA=0.07AC
DA=0.21AC
DA=0.16AC
DA=0.05AC
DA=0.10AC
DA=0.08AC
DA=0.97AC
DA=0.19AC
UT TO RICHLAND CREEK
18" CMP
CONDITION=
PIPE SIZE=
EXISTING PIPE FIELD INFO
PHOTO #0378
OUTLET CHANNEL
A HOLE, NO DEFINED
POOR, OUTLET BURIED IN
EXISTING PIPE FIELD INFO
PIPE SIZE=
CANNOT SEE INSIDE
DITCH IN MEDIAN,
POSSIBLE PIPE UNDER CONCRETE
18" CMP
BRIDGE FIELD PHOTOS
#0357 - #0361
#0347 - #0354
5'
8'
4'
PHOTO #0362, #0363
UNDER GREENWAY
48" OUTLET,
=3"
16'
3'
=2"15'
1.5'
4'
PHOTO #0364
STABLE, SOME BARE SOIL
5.90%
5.69%
0.50%
-0.50%
ELEV. = 2587.02
-L- SAG STA. 44+38.96
5.2%0.5%
ELEV. = 2586.83
-L_RT- SAG STA. 39+98.71
5.61%0.5%NAD 83/ 2011
INV=2589.76
TOP=2592.76
INV=2584.00
INV=2601.14
TOP=2604.14
INV=2576.57
INV=2567.80
INV=2597.28
TOP=2607.48
INV=2580.60
TOP=2587.88
INV=2569.08
INV=2580.80
TOP=2591.49
INV=2603.67
TOP=2606.67
INV=2598.36
TOP=2604.86
INV=2581.10
TOP=2584.60
INV=2580.82
TOP=2592.13
INV=2583.57
TOP=2587.76
INV=2585.26
TOP=2588.26
INV=2566.98
INV=2582.85
TOP=2585.85
INV=2598.54
TOP=2602.04
INV=2596.44
INV=2584.36
TOP=2587.48
INV=2584.78
TOP=2587.78
INV=2574.00
INV=2581.21
TOP=2586.17
INV=2584.19
TOP=2587.29
INV=2581.74
TOP=2585.83
BEG WW FENCE
STA 33+50.00 LT -L- CUT 1.5:1
STA 33+20.00 LT -L- CUT 1.2:1
STA 35+00.00 LT -L- CUT 1.5:1
STA 35+30.00 LT -L- CUT 2:1
STA 31+50.00 LT -L- CUT 1.5:1
STA 31+20.00 LT -L- CUT 1.3:1
STA 32+30.00 LT -L- CUT 1.2:1
STA 32+00.00 LT -L- CUT 1.5:1
STA 44+20.00 LT -L- FILL 1.5:1
STA 44+50.00 LT -L- FILL 2:1
STA 43+88.10 RT -L- FILL 1.7:1
STA 42+95.00 RT -L- CUT 1:1
ROCK PLATING STATION RANGES:
SEE GEOTECH
ROCK PLATING
SEE GEOTECH
ROCK PLATING
SEE GEOTECH
ROCK PLATING
6

MATCHLINE -L- STA. 31+00, SEE SHEET 5 MATCHLI
NE
-L-
STA.
45+00,
SEE SHEET 7FOR -L_RT- PROFILE, SEE PROFILE SHEET 12 & 13
FOR -L_LT- PROFILE, SEE PROFILE SHEET 12 & 13
SEE SHEET 3D-2 FOR DRAINAGE DITCH DETAILSNAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:NCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\CADD\PSH\B3186-B5898_HYD_PSH.dgnUSER:TCARTERDATE:10/28/2021NCDOT_pdf_color_eng_50.pltPLOT DRIVER:9:10:09 AMTIME:NCDOT_REDLINES.tbl
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
B-3186 / B-5898
2GI
2GI
2GI
REMOVE RE
M
O
VE
REMOVE
REMOVE SYSTEM
EST. 5 TONS
CLASS 'I' RIP RAP
14 SY GEO-TEXTILE
RETA
IN
RETAIN
RETAIN0604
0603
0602
0601
0607
0608
0610
0609
0611
0606
0612
0613
0616
0614
0615
2GI
2GI
0617
0618
0619
0620
2GI
18" RCP-IV 18" RCP-IV 18" RCP-IV
18" RCP-IV
24" RCP-IV
18" RCP-IV W/ ELBOWS18" CSPW/ ELBOWS
18" CSP
W/ ELBOWS
18" CSP
06050600
18" RCP-IV 18" RCP-IV
EST. 3 TONS
CLASS 'I' RIP RAP
10 SY GEO-TEXTILE RETAINFROM STA. 43+74 TO STA. 44+10 LT.
FROM STA. 43+31 TO STA. 43+55 LT.
FROM STA. 42+02 TO STA. 42+26 LT.
6" DIAMETERS ON 12' CENTERS
FROM STA. 43+18 TO STA. 43+42 RT.
FROM STA. 42+69 TO STA. 42+93 RT.
FROM STA. 41+34 TO STA. 41+58 RT.
6" DIAMETERS ON 12' CENTERS
DECK DRAINS REQUIRED - WB DECK DRAINS REQUIRED - EB
TB 2GITB 2GI TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
EST. 5 TONS
CLASS 'I' RIP RAP
14 SY GEO-TEXTILE
EXCAVATION LIMIT (TYP.)
W/ ELBOWS
24" CSP 24" RCP-
I
V0621
DETAIL 'Z'
SEE SHEET 3D-1
BEHIND RETAINING WALL
CONCRETE DITCH
DETAIL C
SEE SHEET 3D-1
62 SY GEOTEXTILE
EST 19 TONS
W/CLASS 'B' RIPRAP
2' LATERAL BASE DITCH
DETAIL C
SEE SHEET 3D-1
126 SY GEOTEXTILE
EST 43 TONS
W/CLASS 'B' RIPRAP
2' LATERAL BASE DITCH
DETAIL U
SEE SHEET 3D-1
STREAM STABILIZATION
SEE SHEET 3D-3
ENERGY DISSIPATOR RIFFLE
DISCHARGE INCREASE = 0.61%
OUTLET LOCATION 42+94 -L- RT
PRE VS POST DISCHARGE FOR
PRE VS. POST SITE 5:
SEE SHEET 3D-1 DETAIL L
DECK DRAIN DISSIPATOR PAD
2GI-A
2GI-A
JB w/MH
RCP-IV 18"
0622
DDE=69 CY
DETAIL P
SEE SHEET 3D-1
40 SY GEOTEXTILE
EST 23 TONS
W/CLASS 'II' RIPRAP
2' LATERAL BASE DITCH
DDE=133 CY
DETAIL T
SEE SHEET 3D-1
STREAM STABILIZATION
2GI
TB
REMOVE
RCP-IV
18"
REMOVERCP-
I
V24"DDE=171 CY
DETAIL F
SEE SHEET 3D-1
LATERAL BASE DITCH
SEE SHEET 3D-1 DETAIL L
DECK DRAIN DISSIPATOR PAD
W/ELBOWS18" CSP0623
2GI
FLOWABLE FI
LL
FI
LL WI
TH
REMOVE
25702570
2570
25712571
2571
25722572
2572 257325732573
257425742574
2574
2574
2575257525752575257525752575
2575
2575
2575
2575
2575
25752576257625762576
2
5
7
6
2576
25762576
2577257725772577
2577
25772577
257825782578257825782578
2
5
7
8
2578
25782579257925792579257925792579
25792579
25802580258025802580258025802
5
8
0
2580
2580
2580
258025802580
2580
258025802580 2580258025812581258125812581
2581
2
5
8
1
2581
258125812581
25812581
25812581
25822582258225822582
258225822582
258225822582 258
22582
2582258325832583258325832583
2
5
8
3
2583
2583258325832583 258325832583
2583
2583258425842584258425842584258425842584
25842584 258425842584
2
58
4
2585258525852585258525852585258525852
5
8
525852585258525852585258525852585
2
5
8
5
2585
2585258525852585
2585
25852585258525852585
2585 2585258625862586258625862586258625862586
2586
25862586258625862586
2
5
8
6
2586
25862586
2587258725872587258725872587258725872587258725872587
2
5
8
7
2
5
8
7
258725872587258725
8
7
258725872587
25872587
2588258825882588
258825882588 25882588258825882
5
8
8
2588
2
5
88 25882
5
8
8
2
5
8
8
258825882588
25882588
25882589258925892589258925892589258925892
5
8
925892589
2589
2589
2589
2589
2
5
8
9
2589
25892589
2589
2589
2589
25892589
25902590259025902590259025902590 25902590259025902590259025902590259025902590
2
5
9
0
2
5
9
02
5
9
0
2590
2
5
9
0
2
59
02
5
9
0
2
5
9
0
259025902
5
9
0 25902590 25902590259025902590259125912
59125912591259125912
5
9
1
2
59
12
5
9
1
2
5
9
1
2591
25912591
259125912591
25912591259225922592 25922592259225922592259225922
5
9
2
2
5922592
2592
25922592
2
5
9
2
25922592
259325932
5
9
3 2593259325932593
2
5
9
3
2
5
9
3
25
93
2593
2593 2593259325932593
25942594259425942594259425942594
2
5
9
4
2
5
9
4
2
5
9
4
25942594 259425952595259525952
5
9
5 2595259525952595259525952595
2595
2
59
52
5
9
5
2
5
9
5
2
5
9
5
2
59
5
2595
2595 25952595
2595 2595259525952596259625962
5
9
6
2
5
9
625962
5
9
6
2
5
9
6
2
5
9
6 25962596 259625962596
25962596
259725972597259725972
59
72
5972597259725972597
2597259725972597259825982598 259825982
5
9
82598259825982598259825982598
2598
25992599259925992
5
9
9
2
59
92
5
9
9
259
9
2
5
9
9
2599
2599259925992
6
0
0 260026002600
2
6
0
0 260026002600260026002
6
0
02600260026002600
2
6
0
02600 260026002
6
0
0
2600 26002600
2600260126012601260126012
6
0
1
2601
2
6
0
1
26012601260126012601
2601
260226022602 260226022
6
0
2
2
6
0
2
2
6
0
2
2
6
0
2260226022602
26022602
2603 26032603 26032603
2603
2603260326032
6
0
3
2
6
0
3
2603
2604 26042
6
0
4 26042604260426042
60
426042
6
0
426042604
26042605 26052605260526052605
2605
2605 26052
6
0
5260526052
6
0
526052
6
0
5
2
60
52605260526052
6
0
5
2
6
0
5 260526052605260526052605
26052606
26062606260626062606260626062
6
0
626062
6
0
6
2606260626062
6
0
7
26072607260726072
6
0
7
260726072
6
0
726072
6
0
7
26072607260826082
6
0
8
26082608
26082
6
0
8
2
6
0
8
260826082
6
0
9
26092609260926092609
2609
2609
260926092
6
0
9
2
61
0
2
61
02610261026102610
26102
6
1
0
26102610
261026102610
2610
26102610
261026102
6
1
1
2
6
1
1
2611
26112611261126112611261126122
6
12
2612
261226122
6
1
2
2612
26122612
2612
2612261326132613
261326132613
2613
26132613261426142614
2614
2
6
1
4
26142614
2614261426152
6
15
261526
15
2
6
15
26152615
2615
26152
6
1
5
2615
26152615
2615
2615261526162616261626162616261626162
6
1
62617261726172
6
1
7
2
6
1
7
2617
2617
26172618261826182
6
1
8
2618
2
6
18
261826182
6
1
9
2619261926192
61
92619
2619
2619262026
20
2620262026202
6
202620
26202620
2
6202620
2620
2620
262026202620
2
6
2
1
26212621
26212621
2621
2621262226222
6
2
2
2
6
2
2
26222
6
2
2
262226222623
2623
262326232
6
2
3
2623
2623262426242
6
2
4
262426242
6
2
4
2624
262426252
6
2
5262526252625262526252625262526252625
2625
2625
262526252
6
2
5262626262626262626262626
2626
2
6
2
6262726272
6
2
7
2627262726272627
262726282628262826
28
262826282
6
2
8
2
6
2
9
262926292629262926292629
2629263026302630263026302630
26302
6
3
026302
6
3
0
263026302
6
3
0
2
6
3
0
26302631263126312
6
3
1
263126312631263126312632263226322
6
32
2
6
3
2
2632
26322
63
2 26322633
263326332633
263326332633
2
6
3
3 263326342634
2
6
3
4
26342
6
3
4
26342634 26342
6
3
5
2
6
3
5
26352635263526
35
2635
26
35
26352635
2
6
3
5
26352635263526352636
263626362636
263626362636
2636263726372637263726372637263726382
6
3
8
2638263826382638263826392639263926392
6
3
9
263926392
64
02
6
40
2640264026402640
26402640264026402640264026402
6
4
1
26412641264126412641264126412641264226422
6
4
2
2642264226422642264226432643
26432643
264326432643
264326442644
2644264426442644264426442645264526452
6
4
5
264526452645
2645264526452
6
4
5
26452645264526452646264626462646
26462
6
4
6
264626462647264726472647264726472647
2647
2
6
4
8
264826482648
264826482648
2648
2
6
4
9
2649264926492649264926
4
9
2649
2650
2
6
5
0265026502
6
5
0
2650 2650
26502650265026502650
26
50
2650265026502650
2651265126512651
26512
65126512
651265226522652265226522652
2
6
5
2
26522
6
5
2
26522653
265326532
6
5
32653
2653265326532653265326532653265326
542654 265426542
6
5
4
2
6
5
4
26542654
26542654265426542
6
5
5
2655
2
6
5
5 265526552655265526552655
26552655
26552
6
5
5
2655 26552
6
5
5
2655265526552655265526552656
2656265626562
65
6
2656
2656
26562656265626562
6
5
7
265726572657
2
6
5
7
2
6
5
7
2657
2657265726572657
265826582658265826582
6
5
8
265826582658265826582659
2 65 92659265926592
6
5
9
2659
265926592
6
5
9
2659
2
6
6
0 266026602660
26602660
2660266026602660
2660
2660
2660
26602660266026602660266026612661
2
6
6
1
26612661266
1
26612661266226622
6
6
2
266226622
66226622662266326632663266326632663
266326632664
266426642664266426
64
2664266426652665266526652665 266526652665
2665
2
6
6
5
2665
2665 2665
26652666
2
6
6
6
26662666
2666266626662
6
6
7
2
6
6
7
266726
67
2667266726672
6
6
8
26682668
2668266826682668
2
6
6
9
266
9
2669266926692670
2670
26702670
267
0
26702670267026702670267026712671
2671267126712672
2672
267226
7
226722673267326732673
267326742674267426742674267426752675
26752675
2675
26752675
267526752675267526762676
2676
2676
267626762
6772677
2677
2677
2677267726782
678
267826782678267926
7
9
267926792679268026802680
2 6 8 026802680
2680
268026802680268026812 6 8 1
2
6
8
1
2681
2681268126822682268226
822682
268226832683268326832683
268326842684268426842684
2684268526852685 268526852685
26852685
2685
26852685268526852686268626862686
268626862687 26872687
2687
26872
6
8
7
26872688 268826882688
26882688268926892689
2689
26892689269026902
6
9
0269026902690
2690
26902690
2690269026902
6
9
1 269126912691
269126912692269226922692
269226922693269326932693
26932
6
9
3
26942694
2694
2
6
9
4
26942695 2695269526952695
2695
2695
26952695269526952695269626962696
269626962
6
9
6 269726972697
269726972697269826982698
26982
6
9
8
2
6
9
8 269926992699
269926992
6
9
9
2700 2700270027
00
2700
2700270027002700270027012701
2701
270127012701 27022702
2702
2702270227
03
270327
03
27032
70
4
27042704
2704
270427052
7
0
5
2705 270527052
7
0
5
2705
27052705270527
06
270627062
7
0
6
2706
2707270727072707
27072707270827082708
2708
27082709
2709
2709
27092710
2
7
1
0
2710 27102710
2710
2
7
1
0
27102
7
1
0
2
7
1
1 271127112711
2711
27122712271
2
271227122713
2713
2713
2714
27
14
271427152
7
15
2715
2715271527152715
2716
2716
271627162717
271727172718
271827182719
27192719
27202720
2
7
2
0
272027202720
2
72027212
7
2
1
27
21
27222
7
2
2
272227232723272327242
7
2
4
2724
272527252725272527252726
2
7
2
6
27262727272727282728
2
7
2
8
2728
27292729
2730
273027302730 2731273127312
7
3
1
27322732
2732
2732
2733273327342734 273527352735273527352736 273627362737
273727372
7
3
8
2738273827392739 273927402740
2740 2740274027412741 2741274227422743 2743274427442745 2745274527452
7
4
5 27462746
2746
27472747
2747
27482748 27492749275027502750 275127513
5
7
8
6
3A
1
1
4 cc
c
c
c
c
c
c
c
cc
04050202010100040304030201020202010100030304040505060607070808020101000201000102030403040203040605040302020101000203040506000101020203040506070804040302010001020807060504030201000405020304050607080807060505010001-L- TS Sta. 46+11.55
-L- SC Sta. 49+47.55
-L- CS Sta. 54+04.47
50+00
55+00-L- TS Sta. 58+97.47
45+00
50+00
55+0025
+00
30+0035+00-L_LT- TS Sta. 46+20.74
-L_RT- SC Sta. 48+31.45
-L_LT- SC Sta. 49+56.74
-Y1LT- ST Sta. 26+65.97
-Y1LT- CS Sta. 24+65.97
-L_LT- CS Sta. 54+40.85
-L_LT- SRS Sta. 57+76.85
-L_RT- CS Sta. 55+30.36
-Y1RT- PCC Sta. 32+50.64
-L_RT- SRS Sta. 58+66.36
-Y1RT- CS Sta. 36+12.49
-L LT-
-L RT-
-L-
-L-
-L LT-
-L RT-
-Y1
R
T--Y
1R
T
--Y1LT-
-Y1LT-
-L_LT- POS Sta. 56+11.71 36' LT
-Y1LT- POT Sta. 33+16.69 =
45+00
-L- ST Sta. 57+40.47
-Y1RT- POC STA. 27+54.43
-L- POC STA. 49+91.10 =
45+00
50+00
55+0025+0030+00-Y1RT- POC Sta. 33+75 7' RT
-DET01 EB- PC Sta. 56+08.35 =
DA=0.40AC
DA=0.40AC
DA=0.34AC
DA=7.69AC
DA=13.50AC
DA=0.21AC
DA=0.56AC
DA=0.07AC
DA=0.30AC
DA=0.04AC
DA=0.27AC
DA=0.75AC
DA=0.22AC
DA=0.04AC
DA=0.09AC
DA=0.12AC
DA=1.30AC
DA=0.28AC
DA=0.19AC
DA=0.86AC
DA=0.10AC
DA=0.78AC
DA=1.16AC
DA=0.51AC
DA=0.24AC
DA=1.12AC
DA=0.52AC
DA=0.07AC
DA=1.99AC
DA=0.06AC
3'
16'
4'
=2"
2.5'
PHOTO #0365, #0366
SLOPED BANKS VEGETATED
15'
18" CMP
CONDITION=
PIPE SIZE=
EXISTING PIPE FIELD INFO
PHOTO #0367
4' FROM THE BANK
PERCHED 2', PROTRUDE
BOTTOM ERODED OUT,
1'
16'
=2"
14'5.5'
4'
5'
PHOTO #0368
MOSTLY VEGETATED
BARE SOIL VISIBLE,
LEFT BANK NEARLY VERTICAL,
24" CMP
CONDITION=
PIPE SIZE=
EXISTING PIPE FIELD INFO
PROTRUDE 4'
POOR, PERCHED 2',
PHOTO #0370
16'
3.5'
=1.5"
1.5'
10'
PHOTO #0369
30'
3'
15'20'=1.5"
PHOTO #0376, #0377
GEOTEXTILE ON RDY FILL SLOPE
STABLE,
18" CMP
CONDITION=
PIPE SIZE=
EXISTING PIPE FIELD INFO
PHOTO #0371, #0372
POOR
CONDITION=
PIPE SIZE=
EXISTING PIPE FIELD INFO
PHOTO #0373, #0374, #0375
30" CMP
POOR
5.52%
5.61%
5.61%
-0.50%
3.50%
4.00%
ELEV. = 2586.64
-L_LT- SAG STA. 40+08.12
5.52%0.5%
NAD 83/ 2011
INV=2612.95 INV=2631.50
TOP=2637.50
INV=2584.70
INV=2585.43
TOP=2588.63
INV=2581.80
TOP=2585.83
INV=2582.38
TOP=2585.88
INV=2600.23
TOP=2603.73
INV=2614.77
TOP=2617.77
INV=2616.77
TOP=2619.77 INV=2604.48
TOP=2608.77
INV=2619.87
TOP=2623.37
INV=2623.73
TOP=2626.73
INV=2623.23
TOP=2627.46
INV=2631.18
TOP=2635.68
INV=2582.85
TOP=2585.85
INV=2582.24
TOP=2585.85
INV=2584.47
TOP=2587.67
INV=2586.10
TOP=2589.30
INV=2610.93
TOP=2615.43
INV=2586.51
TOP=2589.71
INV=2622.82
TOP=2628.05
INV=2593.61
TOP=2599.01
INV=2590.60
TOP=2595.10
INV=2593.19
TOP=2597.19
INV=2604.50
TOP=2613.10
INV=2615.83
TOP=2619.33
INV=2614.81
TOP=2621.71
INV=2604.58
TOP=2611.76
INV=2605.23
TOP=2608.73
INV=2592.66
TOP=2601.01
INV=2573.82
INV=2593.57
TOP=2596.57
INV=2633.60
PROP WW FENCE
STA 44+38.42 LT -L- FILL 1.5:1
STA 41+81.48 LT -L- FILL 1.75:1
STA 45+50.00 RT -L- FILL 2:1
STA 43+62.50 RT -L- FILL 1.5:1
STA 49+50.00 RT -L- CUT 1.5:1
STA 47+50.00 RT -L- CUT 1.5:1
STA 47+00.00 RT -L- CUT 1.5:1
STA 43+62.50 RT -L- CUT 1:1
STA 40+61.00 RT -L- FILL 1.5:1
ROCK PLATING STATION RANGES:MATCHLINE -L- STA. 45+00, SEE SHEET 6MATCHLINE -L- STA. 59+00, SEE SHEET 87
FOR -Y1LT- PROFILE, SEE PROFILE SHEET 17 & 18
FOR -Y1RT- PROFILE, SEE PROFILE SHEET 17 & 18
FOR -L_RT- PROFILE, SEE PROFILE SHEET 13 & 14
FOR -L_LT- PROFILE, SEE PROFILE SHEET 13 & 14 MATCHLI NE -Y1RT- STA. 23+00, SEE SHEET 10SEE SHEET 3D-2 FOR DRAINAGE DITCH DETAILS
NAD 83/ 2011 HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:NCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\CADD\PSH\B3186-B5898_HYD_PSH.dgnUSER:TCARTERDATE:10/28/2021NCDOT_pdf_color_eng_50.pltPLOT DRIVER:9:10:20 AMTIME:NCDOT_REDLINES.tbl
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
B-3186 / B-5898
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
2GI
2GI
REMOVE
REMOVE
REMOVE
REMOVEREMOVEREMOVEREMOVE2GI
SYSTEM
RETAIN
2GI
0706
0707
0702
0704 0709
0703
0718
0719
0715
0713
0711
0722
0721
0720
0723
0724
0729
0727
0726
0732
0802
0801
0731
0730
0714
0717
2GI
2GI
0821
SEE DETAIL G
W/SILL
2GI
071018" RCP-
I
V 18" RCP-I
V 30" RCP-IV 24" RCP-IV 18" RCP-IV 18" CSP18" RCP-I
V 30" RCP-IV18" RCP-I
V
18" RCP-I
V
NO DECK DRAINS REQUIRED
0705
18" RCP-IV
18" RCP-IV
3GI-AW/ ELBOWS18" CSP EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
0701
TB 2GI
TB 2GI
TB 2GI
TB 2GI
SPREAD= 3.9 FT.
SHOULDER WIDTH= 4 FT.
CROSS SLOPE= 0.04 ft/ft
LONGITUDINAL SLOPE= 0.024 ft/ft
Q= 1.0 CFS
C= 0.9
I= 4.0 IN/HR
DA= 0.28 AC
SPREAD ANALYSIS 30" RCP-
I
V3
0
" RC
P
-IV
2GI
0725
0708
W/ ELBOW S30" CSP
TB 2GI
TB 2GI
TB 2GI
DETAIL T
SEE SHEET 3D-1
STREAM STABILIZATION
DETAIL 'D'
SEE SHEET 3D-1
BEHIND RETAINING WALL
CONCRETE DITCH
DETAIL H
SEE SHEET 3D-1
50 SY GEOTEXTILE
EST 17 TONS
W/CLASS 'B' RIPRAP
2' SPECIAL CUT BASE DITCH
DETAIL H
SEE SHEET 3D-1
50 SY GEOTEXTILE
EST 17 TONS
W/CLASS 'B' RIPRAP
2' SPECIAL CUT BASE DITCH
DETAIL 'D'
SEE SHEET 3D-1
BEHIND RETAINING WALL
CONCRETE DITCH
DETAIL J
SEE SHEET 3D-1
SPECIAL CUT DITCH
SEE SHEET 3D-1 DETAIL 'D'
BEHIND RETAINING WALL
CONCRETE DITCH
DETAIL X
SEE SHEET 3D-1
STREAM STABILIZATION
DETAIL Y
SEE SHEET 3D-1
STREAM STABILIZATION
SEE SHEET 3D-2
ENERGY REDUCTION RIFFLE
2GI-A
2GI-AREMOVE
RCP-IV 18"
DDE=20 CY
DETAIL C
SEE SHEET 3D-1
126 SY GEOTEXTILE
EST 43 TONS
W/CLASS 'B' RIPRAP
2' LATERAL BASE DITCH
DDE=1847 CY
DETAIL U
SEE SHEET 3D-1
STREAM STABILIZATION
RCP-IV 18" RCP-I
V 18"2GI
TB
DETAIL V
SEE SHEET 3D-1
STABILIZATION
STREAM REMOVEREMOVEREMOVE
REMOVEREMOVERE
MOVE
DETAIL Q
SEE SHEET 3D-1
62 SY GEOTEXTILE
EST 46 TONS
W/CLASS 'I' RIPRAP
2' SPECIAL CUT BASE DITCH
DETAIL J
SEE SHEET 3D-1
CUT DITCH
SPECIAL
BOX
REM
2GI
TB
2GI
TB
REMOVE
4OTCB
RCP-IV
24"
TB JB w/MH
TB JB w/MH
0712
0728
30" RCP-IV
30" RCP-IV
TB 2GI
TB 2GI
2GI-A
2GI
2GI
SEE SHEET 3D-1 DETAIL K
L=101', SLOPE=3.89%
2' STANDARD BASE DITCH
SEE SHEET 3D-1 DETAIL 'D'
IN FRONT OF RETAINING WALL
CONCRETE DITCH
2GI
0623
DDE=141 CYDETAI
L SSEE SHEET 3D-1L=39', SLOPE=16.67%40 SY GEOTEXTI
LEEST 13 TONSW
/CLASS 'B' RI
PRAP2' STANDARD BASE DI
TCHDETAI
L SSEE SHEET 3D-1 L=98', SLOPE=14.20%101 SY GEOTEXTI
LEEST 33 TONSW
/CLASS 'B' RI
PRAP2' STANDARD BASE DI
TCHREMOVE W/ ELBOWS18" CSP TB 2GI
RCP-I
V 18"
2559 2560256025602561256125612561256125622562256225622562 256225622562256225632563
25632563256325632564256425642564256425642
5
6
4
25642565256525652565256525652 5 6 5
2565256525652565256525652565 2565256525652565 25662566256625662566
25662566256625662
5
6
6 2566256625662566256625662566
2566
2566 2567256725672567
256725672567256725672567 256725672567 2567256725672567
2
5
6
7 25672567 25672567256725672567256725672568
25682568
25682568
25682
5
6
8 25682568256825682568256825682568
25682568256825682568256825682568256825682568256825682568256925692569
2 5 6 9256925692569
256925692569256925692569
25692
5
6
92569
2569
25692569
25692569
2569256925692569
256925702570257025702570
2570
2570
25702570
257025702570
25702570
257025702570257025702570257025702570
2
5
7
0 25702
5
702
5
7
0
257025 7 025702571 257125712571
257125712571
2571
257125712571257125712571257225722572
2572
2572
25722572
2572 2572257225722572 257225722572 257325732573
2 5 7 3
2573
2573
25732573
2573 2573257325732573257325732574257425742574
2574
2574
2574257425
7
4
25742574257425742574 25742574257525752575257525752575
2575
257525752575
2575
2575
2575
257525752575
257525752575
2575 25752575257525752575257525752575257525752
5
7
5
2575
257525762576 2 5 7 6
257625762576
2576
2576257625762576 257625762576257625762576 25762576
257625772577
2 5 7 7
2577 257725772577 25772577
2577
25772577
2577 257725772577257725772577
257725772577
2577257825782578
2578
2578
25782578
2578
2578
2578
2578
2578 2578257825782578 257825782578 2579257925792579
257925792579
2579
25792579
2579 257925792579257925792579
2579257925792580258025802580 258025802580
2580
25802580
25802580
2580
2580
2580258025
80
25802580
2580 2580258025802580258025802
5
8
0 258025802580
25802580
2580
258025812581 25812581
2581
25812581
25812581
2581 25812581258125812582258225822582
2582
2582
2582
25822582
2582 2582258225822582
2582 2583258325832583
2583
2583
2583
258325832583
2583
2583 25832583258325832583 25832584258425842584
2584
25842584258425842584
2584 25842584258425852585258525852585258525852585
2585
2585
2585
2585258525852585
25852585
2585
2585
2585 258525852585258525852585 25852585258525852586258625862586
2586
258625862586
2586
2 5 8 6
25862586258625862586258625862586
2586258625872587258725872587
2587
2587258725872587
2587
25872587 25872587
2587258725872587
258725882588258825882588
2588
2588258825882588
2588 258825892589258925892589
2589
2589258925892589
2589 2590259025902590259025902590
2590
2590
2590
2590
2590
25902590
25902590
25902590
2590
2590
25902590 2591259125912591
2591
2591
2591259125912591
2591259225922592259225922592
2592259225922592
2592 259325932593259325932593
2593259325932593
25932593259425942594259425942594
2594
2594
2594
25942594259525952595259525952595259525952595
2
5
9
5
2595
2595
2595
2595
25952595
259525952595
2595
259525952595 259625962596259625962
5
9
6
2596
2596
2596
2596
2596
25962
5
9
6
2596259725972597
25972597
2597
2597259725972597
2 5 9 7 259725982598259825982598
2598
2598
2598
2598
2598
2598
259825982599 2599259925992599
2599
2599
2599
2599
25992599
259925992600260026002600260026002600260026002600
2
6
0
0
2600
2600
2600
26002600
26002600260026002600
2600
260026002601260126012601
2
6
0
1
26012601
260126012601 260126012601260226022602
2602
2602260226022602
2 6 0 2
2602260226022602260326032603
2603260326032 6 0 3
26032603 26032
6
0
3
260326042604260426042604
260426042604
2604 26052605260526052605260526052605
26052605
26052605260526052605260526052605 260526062606260626062606
2606
260626062606260626072607260726072607
2607
26072607
260726072608260826082608
2608
2608
2608
260826082609260926092609
2609260926092 6 0 9
2609 261026102610261026102610
2610
2610
261026102610261026102610
26102610
2
6
1
0 2611261126112611
2611
26112611
261126112612261226122612
2612261226122612
2612 2613261326132613
2613261326132613
2613 2614261426142614
261426142614
2614 261526152615261526152615
2615
2615
26152615
2615261526152615
2 6 1 5
2615
2615 2616261626162616
261626162616
2616 261726172617
2617261726172617
2617 2618261826182618
2618261826182618
2618 261926192619
26
19
2619
26192619
2619261926202620262026202620
2
6
2
0
26202620262026202620
2620
2620
2620 262126212621
2621262126212621 262226222622
26222622
2622
2622 262326232623
262326232623
2623 262426242624
2624262426242624 26252625262526252625
2625
26252625262526252625
26252625 26262626
2626
262626262626 262726272627
262726272627 262826282628
2628262826282628 262926292629
26292 6 2 9
2629 2630263026302630
263026302630
26302630
2630 26312631263126312631263226322
6
3
2
263226322632 2633263326332633263326342634
263426342634 263526352635
2635
263526352635 2635263526362636
26362636263726372637
2637 263726382638
2638
2638 2638263926392639263926402640
2640
26402640
2
6
4
0 2640264026412641
2641 26412642264226422642 26422643
26432643 26442644
2644 26452645
264526452645
26452646264626462647264726472648
26482648264926492649265026502650 26512652265326542655265526552656265726582659266026602661266226632664
2
6
6
52665266626672668266926702672 15" CMP
18" CMP 15" CMP24" CMP
I
NV=2570.84'
I
NV=2569.65'
I
NV=2569.74'
INV=2566.73'
TOP=2572.33'
TOP=2573.71'INV=2567.31'
INV=2567.35'
INV=2571.23'
TOP=2573.63'INV=2567.67'
INV=2567.71'TOP=2575.23'I
NV=2569.25'
I
NV=2569.13'
PAVED DITCHGRCONCBST BSTBSTGRGRGR4' WW & 1SBW
4' WW & 1SBW
GRGRGR5' WW & 1SBW
CONC
CONC
24" DI
24" DI
24" DI24" DI
TOP=2576.45'
US 23/74
(EAST BOUND)US 23/74
(WEST BOUND)
28" WALNUT
50' DUKE POW
ER CO. EASEM
ENT50' DUKE POW
ER CO. EASEM
ENT4' WD RAILI
NV=2571.19'TOP=2577.58'
WOODS WOODSHEDGEWOODS 4" PVC2688.04'
O
/H
W
IRE
HGT
S
2
6
8
5
.9
9'
2
6
8
3
.
3
0'
2
6
8
3
.6
6'LOCATED PIN FLAGS MARKED AS PER WAYNESVILLE PUBLIC WORKS DEPT.WOODS
5' WW & 1SBW
HEDGE
WOODS
BATHROOM
WOOD FRAME
GR
GR
CONC
1SMTL BUS
WOODS
NAIL
EIP
GOLF COURSE
1SFD
18" WALNUT
GOLF COURSE
WOODSRR TIES
GR
BST
WOODS
BST
WOODS
HEDGE
WOODS
GR
HEDGE
FROM CITTY OF WAYNESVILLE
PER HAND DRAWN REFFERENCE
APPROXIMATE LOCATION OF SEWER LINE
MTL GAURD RAIL
MTL GAURD RAIL
MTL GAURD RAIL
s
BENCH
S
UT TO RICHLAND CREEK
18" CMP
CONDITION=
PIPE SIZE=
EXISTING PIPE FIELD INFO
PHOTO #0378
OUTLET CHANNEL
A HOLE, NO DEFINED
POOR, OUTLET BURIED IN
EXISTING PIPE FIELD INFO
PIPE SIZE=
CANNOT SEE INSIDE
DITCH IN MEDIAN,
POSSIBLE PIPE UNDER CONCRETE
18" CMP
BRIDGE FIELD PHOTOS
#0357 - #0361
#0347 - #0354
5'
8'
4'
PHOTO #0362, #0363
UNDER GREENWAY
48" OUTLET,
=3"
16'
3'
=2"15'
1.5'
4'
PHOTO #0364
STABLE, SOME BARE SOIL
EST. ELEV. = 2577.43
-DET01_WB- SAG EST. STA. 44+38.70
EXISTING PIPE - NOT SURVEYED
EST. ELEV. = 2591.25
-DET01_EB- SAG EST. STA. 40+02.26
0.30%0.50%
0.80%5.60%
0.30%
0.80%
5
.60%5.80%
INV=2601.81'
8" C
MP
I
NV=2569.21'
I
NV=2575.93'
INV=2565.17'INV=2563.58'
INV=2567.40'
INV=2564.66'
INV=2601.86
'INV=2607.43
'
INV=2599.41'
INV=2578.20'
INV=2575.14'
INV=2575.13'
INV=2568.22'DI DI DI DI
INV=2571.48'
INV=2569.03'
INV=2570.20'
INV=2576.51'
INV=2563.12'INV=2564.41'
I
NV=2570.71'I
NV=2576.42'
INV=2565.34'INV=2562.88'
INV=2569.51'
INV=2583.55'INV=2572.30'
INV=2586.29'
8" C
MP
8" CMP
24" HDPE 18" HDPEDI DI
601102577.35
48" CMP
TOP=2574.46'
TOP=2583.02'
TOP=2581.99'
TOP=2604.66'
TOP=2609
.65
'TOP=2602.90'TOP=2574.33'
-DET01 WB- CS Sta. 36+42.94
-DET01 WB- ST Sta. 39+42.94
-DET01 WB- PC Sta. 44+38.68
35+00
40+00
45+00
02000102F
B-77
TEMP GUARDRAIL
F
F
FCC
C
F
F
F
DA=1.91
DA=0.57
DA=2.45
DA=0.10
DA=0.58
DA=0.86
DA=0.07
DA=0.08
DA=0.30
DA=0.04
DA=0.07
DA=0.26
DA=0.06
DA=0.06
DA=0.26
DA=0.09
DA=0.27
DA=0.27
DA=0.58
DA=0.26
DA=0.03
DA=0.01
BEHIND RETAINING WALL
CONCRETE DITCH
( Not to Scale)
~
AND HORIZONTAL CONTROL LINE
FRONT FACE OF WALL PANEL
DETAIL Z
EPOLS 1:1
V DITCH
4" CONCRETE 1.0'3"0.8'2.0'12" (MAX)2" (MIN)4"
5.5"
FROM STA. 29+31 TO STA. 34+83 RT -DET01EB-NAD 83/ 2011
-DET01 EB- PCC Sta. 35+83.99
-DET01 EB- PT Sta. 40+18.53070605C
C
F
F 0202010001020304050735+00
40+00
45+00
02020100

2B-4
MATCHLINE -L- STA. 31+00, SEE SHEET 2B-3 MATCHLI
NE
-L-
STA.
45+00,
SEE SHEET 2B-5FOR -DET01_EB- PROFILE, SEE PROFILE SHEET 20+10+66+87+82NAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:NCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\CADD\PSH\B3186-B5898_HYD_PSH_DET.dgnUSER:TCARTERDATE:10/28/2021NCDOT_pdf_color_eng_50.pltPLOT DRIVER:9:10:41 AMTIME:NCDOT_REDLINES.tbl
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
B-3186 / B-5898
RICHLAND CREEK2'11'11'15'3'5'11'11'6'5'2'4'3'3'3'11'11'5'3'6'5'
w/Slab Lid
TB JB
FS
2419
RETAIN RETAINDETAIL 01
DISSIPATOR PAD
DECK DRAIN
2407
2408
2401
2GI-A
ON BANKS ONLY
CLASS 'I' RIP RAP
EST. 26 TONS
INV=2566.79
INV=2568.22
TOP=2572.00
INV=2568.00
42" RCP-IV
RCP-IV
42"
RCP-IV
42"
2403
2404
2405
2406
0604
2GI-A
INV=2595.00
2409
w/ ELBOWS
18" CSP
INSTALL PERMANENT DRAINAGE
INSTALL PERMANENT DRAINAGE
SEE DETAIL 'Z'
BEHIND RETAINING WALL
CONCRETE DITCH
FROM STA. 41+39 TO STA. 43+79 LT.
FROM STA. 41+24 TO STA. 43+64 RT.
6" DIAMETER PVC ON 12' CENTERS
DECK DRAINS REQUIRED
TEMP DETOUR BRIDGE
TB 2GI
JB w/MH
SLAB LID
JB w/
TB 2GI RCP-IV 18"
2402
2411
2412
2410
FROM STA. 43+52 TO STA. 43+82 LT -DET01EB-
FROM STA. 42+91 TO STA. 43+34 LT -DET01EB-
FROM STA. 41+36 TO STA. 42+14 LT -DET01EB-
FROM STA. 43+37 TO STA. 43+67 RT -DET01EB-
FROM STA. 42+65 TO STA. 43+07 RT -DET01EB-
FROM STA. 41+24 TO STA. 41+99 RT -DET01EB-
DETAIL 02
GEOTEXTILE
GROUND
PLAN VIEW
PROFILE VIEW
DECK DRAIN DISSIPATOR PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
Geotextile= 130 sy (Total)
Type of Liner= 50 TONS CL B Rip-Rap (Total)
L= Varies
PAD
DISSIPATOR
( Not to Scale)
1.0'
L
4.0'
INV=2565.34
TOP=2572.30
INV=2565.96
TOP=2574.73
INV=2567.02
TOP=2576.00
INV=2575.00
INV=2569.50
RCP-IV
15"
TB JB w/MH
2413
TB 2GI 2414
TB 2GI
2415
TB 2GI
TB 2GI
2416
2417
2418
2420
RCP-IV 15" 2424
2425
2426
2428
2427
INV=2606.02
TOP=2611.49
INV=2589.00
TOP=2594.40
INV=2589.16
TOP=2592.66
INV=2587.96
TOP=2591.21
INV=2587.71
TOP=2591.20
INV=2587.46
TOP=2591.32
INV=2587.44
TOP=2591.27
INV=2586.93
TOP=2591.64
INV=2575.34
TOP=2577.26
INV=2591.73
TOP=2594.98
INV=2591.59
TOP=2595.15
2431
2422
2429
INV=2591.53
2GI
2GI
TB 2GI
2GI
TB
2GI
TB
2GI-D
EST. 2 TONS
CLASS 'B' RIP RAP
7 SY GEOTEXTILE
RETAIN DI
RETAIN DI
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
STA. 43+93 RT -DET01EB-
DETAIL 01
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch18"24"
CSP
W
/ELBOWS
2430
DI
RETAIN
15" RCP-IV
RCP-IV 15"
RCP-IV 15"
RETAIN ALL EXISTING PIPES UNLESS OTHERWISE NOTED.
NOTES:
PIPE MATERIAL TO BE SELECTED BY CONTRACTOR.
FOR ALL DRAINAGE PIPES WITHOUT SPECIFIED MATERIAL,
TEMPORARY PHASE
1/2" STEEL PLATE FOR
COVER DI GRATE WITH
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEOTEXTILE
EST. 5 TONS
CLASS 'B' RIP RAP
14 SY GEOTEXTILE
EST. 3 TONS
CLASS 'I' RIP RAP
10 SY GEOTEXTILE
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEOTEXTILE
RCP-IV 15"
15" RCP-IV W/ELBOWS18" CSPINV=2597.28
TOP=2607.48
INV=2587.84
TOP=2591.24
25702570
2570
25712571
2571
25722572
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2
5
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6
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2
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0
2
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0
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2603 26032603 26032603
2603
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0
3
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0
3
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6
0
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6
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6
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4
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7
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6
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2709
2709
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2
7
1
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2710 27102710
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2
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1
0
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7
1
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2
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1
1 271127112711
2711
27122712271
2
271227122713
2713
2713
2714
27
14
271427152
7
15
2715
2715271527152715
2716
2716
271627162717
271727172718
271827182719
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2
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2
0
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2
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2
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27
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7
2
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7
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4
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272527252725272527252726
2
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2
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2
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2
8
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27292729
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27322732
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7
4
5 27462746
2746
27472747
2747
27482748 27492749275027502750 2751275118" CMP24" CMP24" CMP 24" CMP18" CMP24" C
MP
1
8" RCP18" CMP18" CMP15" CMP24" CMP18" CMP24" CMPT
P P
PP
P
P
1SMTLBUS
1SMTLBUS
CONC
CONC
CONC
MASONRY WALL
WHW
HWPAVED DITCH
PAVED DITCH 5' WW & 1SBW5' WW
& 1SBWBSTBST5' WW & 1SBW
5'WW & 1SBW WOODS6' CHL & 3SBWBST18" C & G
WOODS
BSTWOODS18" C

&

G
30" C

&

GLTLTLT
LTLTLT24" CONC C&GCONC SWUS 23/74
(EAST BOUND)US 23/74
(WEST BOUND)SSUS 19(WEST BOUND)
(EAST BOUND)US 19US 19(
W
EST BOUND)HI
KORY HI
LL ROAD16' BST16' BST30' DUKE POWER CO. EASEMENT30' DUKE POWER CO. EASEMENT30'
DUKE POWER CO.
EASEMENT30'
DUKE POWER CO.
EASEMENT341819202
1EIPEIPEIP
EIP EI
PEI
PEIP2659.73'O/H
W
I
RE HGT2
6
5
3.81'
O
/H
W
IR
E
HG
T
2
6
3
5
.
9
5'
O
/H
W
IR
E
HG
T
2
6
32
.
3
7'
O
/H
W
IR
E
HG
TPRIVATE ROADHI
KORY HI
LL ROADPRI
VATE ROADEXI
STI
NG R/
WEXISTING R/
WEXISTING R/
WEXISTING R/
W
EXI
STI
NG R/
W
E
XIS
TI
NG R/WC
O
N
C
R
/
W
M
O
N
WOODS
HEDGE
WOODS
WOODS
RIP RAP
WOODS
HW
HEDGE
HEDGE
HEDGE
EI
PHEDGE
WOODS
6" CHL & SBW
6" CHL & SBW
CONC SW
CONC PAD
GR
EIP
GATE
6' CHL
1SMTL BUS
5'WW & 1S
BWHEDGE
48" OAK
HW
WOODS
WOODS
EIPEIPEIP
EIP
EIP
EIP
EI
PEI
PEIP
CONC
CONC
GR
GR
PAD
CONC DUMPSTER
WOODS
18" C & G
BST
LT
6" CONC CURB
BST
LT
WOODS
BST
5' CHL GATE
HEDGE
DITCH
PAVED
US 19(EAST BOUND)
WOODS
WOODS
HHHH SHRUBSELECTRIC PANELS MTL GAURD RAI
LMTL GAURD RAI
LM
T
L

G
A
U
R
D

R
A
IL
TMTL GUARD RAI
L1SMTL
1SF
SWITCH BOXES
MTL GUARD RAIL
METER
POWER
SATALITE DISH
3'
16'
4'
=2"
2.5'
PHOTO #0365, #0366
SLOPED BANKS VEGETATED
15'
18" CMP
CONDITION=
PIPE SIZE=
EXISTING PIPE FIELD INFO
PHOTO #0367
4' FROM THE BANK
PERCHED 2', PROTRUDE
BOTTOM ERODED OUT,
1'
16'
=2"
14'5.5'
4'
5'
PHOTO #0368
MOSTLY VEGETATED
BARE SOIL VISIBLE,
LEFT BANK NEARLY VERTICAL,
24" CMP
CONDITION=
PIPE SIZE=
EXISTING PIPE FIELD INFO
PROTRUDE 4'
POOR, PERCHED 2',
PHOTO #0370
16'
3.5'
=1.5"
1.5'
10'
PHOTO #0369
30'
3'
15'20'=1.5"
PHOTO #0376, #0377
GEOTEXTILE ON RDY FILL SLOPE
STABLE,
18" CMP
CONDITION=
PIPE SIZE=
EXISTING PIPE FIELD INFO
PHOTO #0371, #0372
POOR
CONDITION=
PIPE SIZE=
EXISTING PIPE FIELD INFO
PHOTO #0373, #0374, #0375
30" CMP
POOR
2.49
%0.30%
0.80%4.0%
7
.1%
12" HDP
E
12" HDPE
DI
DI15" HDPEINV=2582.48'
I
NV=2588.01'DI DI
DI
INV=2572.30'
INV=2586.29'
INV=2576.57'
INV=2575.42'
I
NV=
2
5
7
8.2
8'
I
NV=2574.93'I
NV=2575.65'I
NV=2575.69'
I
NV=2595.31'
I
NV=2
5
8
5.
7
6'
I
NV=2
5
9
9.
5
3'
INV=2579.59'
INV=2582.48'
I
NV=2
5
8
7.
5
6'
I
NV=2
5
8
7.
7
1'I
NV=2
6
0
5.
7
7'
I
NV=2
6
0
5.
9
8'
I
NV=2611.06'
INV=2582.88'
I
NV=2591.99'DI DI
CBT
OP
=2580.84'TOP=2
5
9
2.
4
6'
T
O
P
=
2
61
6
.11'IN
V
=2605.65'IN
V
=
2
612.
1
3'IN
V
=2612.95'IN
V
=2621.83'TOP=2626.81'
I
NV=2629.87'
I
NV=2614.53'I
NV=2588.05'TOP=2594.83'
I
NV=2592.15'
I
NV=2592.56'CBCB18" HDPEINV=2570.50'
INV=2570.50'
CB
GPS-101
CB
GPS-102 30" CMPDI
DI
DI
CB
TOP=2586.56'TOP=2
6
1
3.
3
0'
TOP=2580.16'
TOP=2587.86'TOP=2598.39'
TOP=2603.85'
TOP=2603.27'
-DET01 WB- PT Sta. 56+31.80
-DET01 WB- PRC Sta. 47+78.55
55+0050+00
08070605040302-DET01 Y1RT- POT Sta. 26+81.29
-DET01 Y1RT- PC Sta. 26+94.69
-DET01 Y1RT- PT Sta. 29+15.59
-DET01 Y1RT- POT Sta. 33+01.34 11' LT
-DET01 WB- POC Sta. 55+63.37 =080702030405060230+00EX050403050402020101000304020101000304F
F
FF
C
DA=1.91
DA=1.30
DA=1.28
DA=5.83
DA=0.07
DA=0.41
DA=1.54
DA=0.09
DA=7.70
DA=0.07
DA=1.42DA=0.52
DA=0.98
DA=0.26
DA=0.03
DA=0.27
DA=0.64
DA=0.93
DA=0.96
DA=0.96
DA=0.44
DA=0.20
DA=0.05
DA=0.06
DA=0.06
DA=0.02
DA=0.01
DA=0.13 DA=0.07DA=0.17
DA=0.26
DA=0.04
DA=0.06
DA=0.26
NAD 83/ 2011
-DET01 EB- PC Sta. 46+46.25
-DET01 EB- PT Sta. 53+76.97
50+00
55+0002010003040506020106050403020001020304-Y1RT- POC Sta. 33+75 7' RT
-DET01 EB- PC Sta. 56+08.35 =35+00-Y
1R
T
--Y1RT- CS Sta. 36+12.49
-Y1RT- PCC Sta. 32+50.64 c050105040403020130+00-Y1RT- POC Sta. 29+00.00 4' LT
-DET01 Y1RT_2- PC Sta. 29+00.00 =
-DET01 Y1RT_2- PCC Sta. 30+46.37
-DET01_EB- POT Sta. 54+23.01 22' LT
-DET01 Y1RT_2- PT Sta. 31+88.64 =04050504(-Y1RT- / -Y1LT-)
US 19 / US 276
US 23 / US 74
US 74
US 23 /
US 19 /
2042
2022
2B-5
MATCHLINE -L- STA. 59+00, SEE SHEET 2B-6MATCHLINE -L- STA. 45+00, SEE SHEET 2B-4AADT YEAR
(VOLUME IN 100s)
FOR -DET01_EB- PROFILE, SEE PROFILE SHEET 21
NAD 83/ 2011 HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
REVISIONS PENTABLE:FILE:NCDOT\NCDOT-B3186_TO2_c_\6.0_CAD_BIM\6.2_Work_In_Progress\B-3186-B-5898\Hydraulics\CADD\PSH\B3186-B5898_HYD_PSH_DET.dgnUSER:CMYERSDATE:10/6/2021NCDOT_pdf_color_eng_50.pltPLOT DRIVER:3:20:27 PMTIME:NCDOT_REDLINES.tbl
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
B-3186 / B-5898
w/Slab Lid
TB JB
2523
2522
2532
2517
2512
2514
2510
2507
2505
2506
2501
2511
DI
w/Slab Lid
TB JB
36"
R
C
P-IV
36
" RCP
-IV
RCP-IV
30"
Slab Lid
TB JB w/
2538
2539
2543
2544RETAIN30" CSPINV=2612.00
INV=2598.76
2547
2542
2541
2519
2516
2513
w/ ELBOWS18" CSP2GI-D
2508
2540
2545
36" RCP-IV
36" RCP-IV
RCP-IV
18"
W/ ELBOWS
15" CSP
RCP-IV
15"
2524
INV=2570.16
TOP=2579.00
INV=2572.58
TOP=2583.50
INV=2587.99
INV=2575.50
2518
INV=2578.83
INV=2587.90
2606
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
INV=2568.51
TOP=2575.50
INV=2572.34
TOP=2578.67 TOP=2581.00
INV=2573.95
INV=2596.07
2525
2527
2502
25032504
2515
2526
2528
2529
2530
2520
2531
2521
2533
FS
2535
2534
2536
2537
2546FSINV=2590.99GRADE TO DRAIN
INV=2596.13
TOP=2599.38
INV=2598.13
INV=2598.19
TOP=2601.45
INV=2611.55
INV=2620.45
TOP=2623.70
INV=2623.38
INV=2624.54
TOP=2627.87
INV=2624.60
TOP=2627.89
INV=2624.73
TOP=2627.98
INV=2605.65
TOP=2609.50
INV=2608.39
TOP=2613.86
INV=2614.53
TOP=2620.00
2550
2551
2552
2553INV=2624.35
TB 2GI
2GI
TB
RCP-IV42"
TB 2GI
2GI
TB
2GI
TB
2GI
TB
TB 2GI
2548
RCP-IV
15"
RCP-IV
15"
DIRETAIN
B
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
FROM STA. 35+12 TO STA. 36+13 RT -Y1RT-
DETAIL K
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL K
2' STANDARD BASE DITCH
INSTALL PERMANENT
SEE DETAI
L S101 SY GEOTEXTI
LEEST 33 TONSW
/CLASS 'B' RI
PRAP2' STANDARD BASE DI
TCHI
NSTALL PERM
ANENTRETAIN RETAINEX.HW
RETAIN
2GI
RETAIN
2500
RCP-IV
15"
RCP-IV
15"RCP-IV 15" RCP-IV
15"
RETAIN CB
EX.HW
RETAIN
2GI
TB
2GI
w/MH
TBJB
w/MH
TBJB
2GI2GI
TB
2GI
TB
TB 2GI
INV=2591.11
TOP=2595.27
INV=2597.72
TOP=2602.01
INV=2597.82
TOP=2600.57
INV=2575.92
TOP=2578.20
INV=2611.61
TOP=2614.86
INV=2623.56
INV=2624.84
TOP=2628.09
INV=2624.78
INV=2626.49
TOP=2629.74
INV=2620.33
RCP-IV
36"
EST. 2 TONS
CLASS 'B' RIP RAP
7 SY GEOTEXTILE
EST. 2 TONS
CLASS 'B' RIP RAP
7 SY GEOTEXTILE
INV=2623.45
TOP=2626.70
INV=2620.38
TB 2GI
w/Slab Lid
TB JB
w/Slab Lid
TB JB
w/Slab Lid
TB JB
RETAIN ALL EXISTING PIPES UNLESS OTHERWISE NOTED.
NOTES:
PIPE MATERIAL TO BE SELECTED BY CONTRACTOR.
FOR ALL DRAINAGE PIPES WITHOUT SPECIFIED MATERIAL,
TEMPORARY PHASE
1/2" STEEL PLATE FOR
COVER DI GRATE WITH
TEMPORARY PHASE
1/2" STEEL PLATE FOR
COVER DI GRATE WITH
TEMPORARY PHASE
1/2" STEEL PLATE FOR
COVER DI GRATE WITH
2GI
CLASS 'B' RIP RAP
COUNTERMEASURE
TEMPORARY SCOUR
400 SY GEOTEXTILE
EST. 225 TONS
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEOTEXTILE
EST. 8 TONS
CLASS 'B' RIP RAP
21 SY GEOTEXTILE
w/Slab Lid
TB JB RCP-III
1
5
"15"
R
C
P
-IIIRCP-III15"15" RCP-IV 15" RCP-IVW/ELBOWS15" CSPW/Slab Lid
TB JB
TB 2GIPERM
A
NENTI
N
STALL
I
NV=2630.12INV=2578.31
TOP=2585.00
INV=2587.81
TOP=2595.00
INV=2617.11
TOP=2629.17
INV=2622.15
TOP=2635.78
INV=2623.62
TOP=2626.87
INV=2594.09
TOP=2599.51