20150362 Ver 1_CP4 Project Plans_20150202

1 11;h�A i1V North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project /TIP No.: 1 -3802A County ies : Cabarrus Rowan Page 1 of 6
General Project Information
Project No.:
1 -3802A
Project Type: Roadway Wii ening Date: 11/6/2014
NCDOT Contact:
Bill Elam, Jr., PE
Contractor / Desi ner:
Charles Heafner
Address:
1590 MSC
Address:
Parsons Brinckerhoff
Raleigh, NC 27699 -1590
121 W Trade St. Suite 1950
Charlotte, NC 28202
Phone:
919 - 707 -6700
Phone:
704 - 342 -5401
Email:
Email:
lcheafner bworld.com
City/Town:
Kanna olis and Concord
Count ies :
Cabarrus
Rowan
River Basin(s):
Yadkin -Pee Dee
CAMA County?
1 No
No
Primary Receiving Water:
Cold Water Creek, Irish Buffalo, Three Mile Branch
NCDWQ Stream Index No.:
13-17-9-(2),13-17-9-4-5,13-17-9-4-(1.5)
NCDWQ Surface Water Classification for Primary Receiving Water
Primary:
Class C
Water Supply IV WS -IV
Supplemental:
None
Other Stream Classification:
None
303(d) Impairments:
biological impairment
copper(Cu)
turbidity
Buffer Rules in Effect
Project Description
Project Length (Iin. Miles or feet):
7.698 miles Surrounding Land Use: URBAN
Proposed Project
Existing Site
Project Built-Upon Area ac.
approx. 80% more pavement along -L- ac.
ac.
Typical Cross Section Description:
Four, 12 -foot travel lanes in each direction separated by a concrete median barrier with
Two, 12 -foot travel lanes in each direction separated by a grassed median with 4 -foot
11 -foot paved shoulders adjacent to median barrier.
paves shoulders adjacent to inside lanes and I V paved shoulders adjacent to outside
Average Daily Traffic (veh /hr /day):
Design /Future: 193000 (2035)
Existing: 89000 (2008)
General Project Narrative:
The NCDOT is widening a section of 1 -85 that lies within the municipal boundaries of the Cities of Kannapolis and Concord. The proposed roadway will be an eight lane
highway, divided by a concrete median barrier. Associated improvements at intersections along the project will also be completed.
Construction will unavoidably impact several streams and wetlands. Where practicable, 1.5:1 slopes will be used to minimize impacts. Where culverts are being extended in
jurisdictional streams rip rap for stabilization is being installed on banks only.
A portion of 1 -85 is within the critical area of the water supply of Lake Fisher. Seven (7) Hazardous Spill Basins are designed to protect all "blue -line" streams within the critical
area.
Best Management Practices:
A dry detention basin is proposed in Loop D of the US29/601 (Y7) interchange. The Hazardous Spill Basin in the gore area of Ramp A at Lane Street (Y13) includes forebays
to dissipate velocities, and collect sediment, debris, etc.
Promotion of sheet flow and infiltration with grassed shoulders except were shoulder berm gutter was required.
Drainage systems outlet to rip rap pads.
Removal of exiting road fill under bridges will improve conveyance and reduce velocities in bridge opening.
Rip rap on embankments was used to prevent erosion where ditches enter streams.
Bridge

I lighwsav North Carolina Department of Transportation
Stor1Y1water
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN _
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project /TIP No.: 1 -3802A Count ies : CABARRUS Page 2 of 6
Project Environmental Summary
Surface Water Impacts
Sheet
No.
Station
(From / To)
Feature
Impacted
Water/Wetland/
Buffer Type
Receiving Surface
Water Name
NRTR Map
ID
NCDWQ Stream
Index
NCDWQ Surface
Water Classification
303(d)
Impairments
Type of
Impact
Existing
SCM
Proposed
SCM
5
82 +95
Stream
Intermittent
UT To Irish Buffalo
Creek
UTK
13- 17 -9 -(2)
C
Copper, Turbidity
Culvert
N/A
83 +05
6
94 +73
Stream
Perennial
Irish Buffalo Creek
BC
13- 17 -9 -(2)
C
Copper, Turbidity
Stabilization
N/A
95 +00
6
96 +92
Stream
Perennial
UT To Irish Buffalo
Creek
UTF
13- 17 -9 -(2)
C
Copper, Turbidity
Culvert
N/A
97 +04
10
157 +13
Stream
Intermittent
UT To Irish Buffalo
Creek
SBB
13- 17 -9 -(2)
C
Copper, Turbidity
Culvert
N/A
157 +37
11
159 +40
Stream
Intermittent
UT To Irish Buffalo
Creek
SBB
13- 17 -9 -(2)
C
Copper, Turbidity
Culvert
N/A
159 +50
12
193 +25
Stream
Intermittent
UT to Three Mile
Branch
SCA
13- 17 -9 -4 -5
C
None
Fill
N/A
195 +08
12
193 +25
Stream
Intermittent
UT to Three Mile
Branch
SCAA
13- 17 -9 -4 -5
C
None
Fill
N/A
195 +08
12
185 +96
Stream
Intermittent
UT to Three Mile
Branch
SCBA
13- 17 -9 -4 -5
C
None
Fill
186 +20
12
195 +38
Stream
Intermittent
UT to Three Mile
Branch
SCBA
13- 17 -9 -4 -5
C
None
Fill
N/A
195 +58
13
205 +38
Stream
Intermittent
UT to Three Mile
Branch
SCC
13- 17 -9 -4 -5
C
None
Stabilization
N/A
205 +57
15
230 +97
Stream
Intermittent
UT to Cold Water
Creek
SDAA
13- 17- 9- 4 -(1.5)
C
biological
impairment
Fill
N/A
237 +58
15
230 +97
Stream
Intermittent
UT to Cold Water
Creek
SDAA
13- 17- 9- 4 -(1.5)
C
biological
impairment
Fill
N/A
237 +58
16
230 +97
Stream
Intermittent
UT to Cold Water
Creek
SDAA
13- 17- 9- 4 -(1.5)
C
biological
impairment
Fill
N/A
237 +58
16
241 +00
Stream
Perennial
UT to Cold Water
Creek
SDA
13- 17- 9- 4 -(1.5)
C
biological
impairment
Stabilization
N/A
241 +45
16
247 +77
Stream
Perennial
UT to Cold Water
Creek
SDA
13- 17- 9- 4 -(1.5)
C
biological
impairment
Stabilization
N/A
248 +08
18
266 +50
Stream
Intermittent
UT to Cold Water
Creek
SDBBA
13- 17- 9- 4 -(1.5)
C
biological
impairment
Culvert
N/A
266 +70
18
267 +62
Stream
Intermittent
UT to Cold Water
Creek
SDBBA
13- 17- 9- 4 -(1.5)
C
biological
impairment
Fill
N/A
268 +45
18
266 +87
Wetland
Non -Tidal Freshwater
Marsh
UT to Cold Water
Creek
WQ
13- 17- 9- 4 -(1.5)
C
biological
impairment
Fill
N/A
268 +45
18
269 +31
Stream
Intermittent
UT to Cold Water
Creek
SDBBA
13- 17- 9- 4 -(1.5)
C
biological
impairment
Culvert
N/A
269 +95
19
275 +82
Stream
Intermittent
UT to Cold Water
Creek
SDBA
13- 17- 9- 4 -(1.5)
C
biological
impairment
Fill
N/A
276 +22
19
278 +85
Wetland
Non -Tidal Freshwater
Marsh
UT to Cold Water
Creek
WR
13- 17- 9- 4 -(1.5)
C
biological
impairment
Fill
N/A
279 +14
20
304 +95
Wetland
Non -Tidal Freshwater
Marsh
UT to Cold Water
Creek
WU
13- 17- 9- 4 -(1.5)
C
biological
impairment
Fill
N/A
305 +18
20
305 +85
Stream
Perennial
UT to Cold Water
Creek
SED
13- 17- 9- 4 -(1.5)
C
biological
impairment
Culvert
N/A
306 +00
22
337 +60
Stream
Perennial
Cold Water Creek
SE
13- 17- 9- 4 -(1.5)
C
biological
impairment
Stabilization
N/A
339 +30

22
339 +93
Stream
Intermittent
UT to Cold Water
Creek
SEF
13- 17- 9- 4 -(1.5)
C
biological
impairment
Fill
N/A
341 +50
22
341 +50
Wetland
Intermittent
UT to Cold Water
Creek
WW
13- 17- 9- 4 -(1.5)
C
biological
impairment
Fill
N/A
341 +60
23
350 +50
Stream
Perennial
UT to Cold Water
Creek
SFB
13- 17- 9- 4 -(1.5)
C
biological
impairment
Fill
N/A
350 +65
23
352 +00
Stream
Perennial
UT to Cold Water
Creek
SFB
13- 17- 9- 4 -(1.5)
C
biological
impairment
Stabilization
N/A
352 +30
List all stream and surface water impact locations regardless of jurisdiction or size.
Equalizer Pipes to be noted as a minimization of impacts.
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
Description of Minimization of Impacts or Mitigation
References

I lighwsav North Carolina Department of Transportation
Stor>hwater
Highway Stormwater Program ' ^^
STORMWATER MANAGEMENT PLAN
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project /TIP No.: 1 -3802A Count ies : Cabarrus Rowan Page 3 of 6
Project Environmental Summary
Surface Water Impacts
Sheet
No.
Station
(From / To)
Feature
Impacted
Water/Wetland/
Buffer Type
Receiving Surface
Water Name
NRTR Map
ID
NCDWQ Stream
Index
NCDWQ Surface
Water Classification
303(d)
Impairments
Type of
Impact
Existing
SCM
Proposed
SCM
36
49 +43
Stream
Intermittent
UT To Irish Buffalo
Creek
SCZ
13- 17 -9 -(2)
C
Copper, Turbidity
Fill
N/A
50 +82
36
49 +15
Stream
Intermittent
UT To Irish Buffalo
Creek
SCZA
13- 17 -9 -(2)
C
Copper, Turbidity
Fill
N/A
49 +20
37
57 +66
Wetland
Non -Tidal Freshwater
Marsh
UT To Irish Buffalo
Creek
WA
13- 17 -9 -(2)
C
Copper, Turbidity
Fill
N/A
58 +22
37
57 +66
Stream
Intermittent
UT To Irish Buffalo
Creek
SYA
13- 17 -9 -(2)
C
Copper, Turbidity
Fill
N/A
58 +22
45
15 +91
Wetland
Non -Tidal Freshwater
Marsh
UT to Cold Water
Creek
WCX
13- 17- 9- 4 -(1.5)
C
None
Fill
N/A
16 +62
45
15 +91
Stream
Intermittent
UT to Cold Water
Creek
SCX
13- 17- 9- 4 -(1.5)
C
None
Fill
N/A
16 +62
26
387 +79
Stream
Perennial
UT to Lake Fisher
SFC
13- 17- 9 -4 -(1)
WS -IV; CA
None
Stabilization
N/A
388 +81
26
388 +21
Wetland
Riparian
UT to Lake Fisher
WBB
13- 17- 9 -4 -(1)
WS -IV; CA
None
Hand Clearing
N/A
388 +97
26
388 +75
Stream
Intermittent
UT to Lake Fisher
SFC
13- 17- 9 -4 -(1)
WS -IV; CA
None
Stabilization
N/A
389 +25
28
405 +09
Stream
Perennial
UT to Lake Fisher
SFD
13- 17- 9 -4 -(1)
WS -IV; CA
None
Stabilization
N/A
405 +33
28
406 +12
Stream
Perennial
UT to Lake Fisher
SFD
13- 17- 9 -4 -(1)
WS -IV; CA
None
Culvert
N/A
406 +18
28
406 +18
Stream
Perennial
UT to Lake Fisher
SFD
13- 17- 9 -4 -(1)
WS -IV; CA
None
Channel
Change
N/A
406 +78
28
411 +42
Stream
Intermittent
UT to Lake Fisher
SFE
13- 7- 9 -4 -(1)
WS -IV; CA
None
Stabilization
N/A
412 +43
29
412 +53
Stream
Intermittent
UT to Lake Fisher
SFE
13- 7- 9 -4 -(1)
WS -IV; CA
None
Channel
Change
N/A
412 +85
29
412 +70
Stream
Intermittent
UT to Lake Fisher
SFE
13- 7- 9 -4 -(1)
WS -IV; CA
None
Fill
N/A
413 +59
29
430 +31
Stream
Intermittent
UT to Lake Fisher
SGC
13- 7- 9 -4 -(1)
WS -IV; CA
None
Culvert
N/A
430 +88
29
430 +82
Stream
Intermittent
UT to Lake Fisher
SGC
13- 7- 9 -4 -(1)
WS -IV; CA
None
Outfall Channel
N/A
431 +02
List all stream and surface water impact locations regardless of jurisdiction or size.
Equalizer Pipes to be noted as a minimization of impacts.
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
Description of Minimization of Impacts or Mitigation
References

li ;hv\7av North Carolina Department of Transportation
Storil3'vtiater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN --
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project /TIP No.: 1 -3802A Count ies : Cabarrus Rowan Page 4 of 6
Project Environmental Summary
Surface Water Impacts
Sheet
No.
Station
(From / To)
Feature
Impacted
Water/Wetland/
Buffer Type
Receiving Surface
Water Name
NRTR Map
ID
NCDWQ Stream
Index
NCDWQ Surface
Water Classification
303(d)
Impairments
Type of
Impact
Existing
SCM
Proposed
SCM
29
436 +31
Stream
Intermittent
UT to Lake Fisher
SGA
13- 7- 9 -4 -(1)
WS -IV; CA
None
Stabilization
N/A
436 +49
29
436 +49
Stream
Intermittent
UT to Lake Fisher
SGA
13- 7- 9 -4 -(1)
WS -IV; CA
None
Culvert
N/A
436 +56
29
439 +34
Stream
Intermittent
UT to Lake Fisher
SGA
13- 7- 9 -4 -(1)
WS -IV; CA
None
Culvert
N/A
439 +51
29
439 +51
Stream
Intermittent
UT to Lake Fisher
SGA
13- 7- 9 -4 -(1)
WS -IV; CA
None
Stabilization
N/A
440 +19
29
436 +52
Stream
Intermittent
UT to Lake Fisher
SGAD
13- 7- 9 -4 -(1)
WS -IV; CA
None
Channel
Change
N/A
426 +84
30
448 +88
Stream
Perennial
UT to Lake Fisher
SG -1
13- 7- 9 -4 -(1)
WS -IV; CA
None
Stabilization
N/A
450 +74
32
470 +69
Wetland
Riparian
UT to Lake Fisher
WAL
13- 7- 9 -4 -(1)
WS -IV; CA
None
Excavation
N/A
473 +72
32
470 +85
Stream
Intermittent
UT to Lake Fisher
SHA
13- 7- 9 -4 -(1)
WS -IV; CA
None
Excavation
N/A
475 +00
32
475 +00
Stream
Intermittent
UT to Lake Fisher
SHA
13- 7- 9 -4 -(1)
WS -IV; CA
None
Culvert
N/A
477 +32
32
477 +32
Stream
Intermittent
UT to Lake Fisher
SHA
13- 7- 9 -4 -(1)
WS -IV; CA
None
Stabilization
N/A
477 +45
32 -33
477 +43
Stream
Perennial
UT to Lake Fisher
SH
13- 7- 9 -4 -(1)
WS -IV; CA
None
Stabilization
N/A
479 +19
List all stream and surface water impact locations regardless of jurisdiction or size.
Equalizer Pipes to be noted as a minimization of impacts.
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
Description of Minimization of Impacts or Mitigation
References

I floffix%'i1v North Carolina Department of Transportation
:;at�n� krvtc=r
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: 1 -3802A County(ies): Cabarrus Rowan Page 4 of 6
Preformed Scour Holes and Energy Dissipators
Sheet
No.
Station
Energy Dissipator
Type
Riprap Type
Drainage Area
(ac)
Conveyance Structure
Pipe /Structure
Dimensions
in
Q10
(cfs)
V10
(fps)
5
82 +50 -L -LT
Riprap Apron / Pad
Class'B'
0.65
Pipe
15
3.5
0.4
5
82 +98 -L -LT
Riprap Apron / Pad
Class'B'
Pipe
30
26.6
2.0
5
82 +97 -L -LT
PFSH
Class'B'
0.10
Pipe
15
0.5
1.3
6
93 +45 -L -LT
Riprap Apron / Pad
Class'B'
0.63
Pipe
15
3.3
1.3
6
93 +50 -L -LT
Riprap Apron / Pad
Class'B'
1.45
Ditch
"V" Ditch
5.1
18
6
93 +94 -L -RT
PFSH
Class'B'
0.04
Pipe
15
0.2
0.5
6
95 +50 -L -LT
Riprap Apron / Pad
Class'B'
3.00
Ditch
4ft Base Ditch
10.4
2.7
6
96 +30 -L -RT
Riprap Apron / Pad
Class'B'
2.31
Pipe
24
12.3
1.7
10
156 +50 -L -RT
Riprap Apron / Pad
Class'B'
1.03
Pipe
15
5.5
1.5
10
156 +50 -L -LT
Riprap Apron / Pad
Class'B'
0.59
Pipe
15
3.1
1.2
10
156 +94 -L -RT
Riprap Apron / Pad
Class'B'
4.23
Pipe
18
12.3
1.8
11
160 +00 -L -LT
Riprap Apron / Pad
Class'B'
0.19
Pipe
15
1.0
0.9
12
61 +30 -Y7 -LT
Riprap Apron / Pad
Class'B'
0.66
Pipe
15
6.1
1.6
12
14 +26- Y7RPA -RT
Riprap Apron / Pad
Class'B'
0.71
Pipe
15
3.8
1.3
13
205 +61 -L -RT
Riprap Apron / Pad
Class I
15.57
Pipe
48
93.4
2.6
15
231 +50 -L -LT
Riprap Apron / Pad
Class'B'
0.67
Pipe
15
3.4
1.3
15
233 +50 -L -LT
Riprap Apron / Pad
Class'B'
0.40
Pipe
15
2.1
1.1
15
234 +07 -L -LT
Riprap Apron / Pad
Class'B'
4.65
Pipe
24
8.3
1.5
15
237 +00 -L -LT
Riprap Apron / Pad
Class'B'
0.69
Pipe
15
3.7
1.3
16
241 +00 -L -LT
Riprap Apron / Pad
Class'B'
2.66
Ditch
W" Ditch
9.3
4.0
16
247 +50 -L -RT
Riprap Apron / Pad
Class'B'
20.84
Ditch
"V" Ditch
20.8
2.6
18
264 +52 -L -RT
Riprap Apron / Pad
Class I
9.50
Pipe
36
37.9
2.9
18
269 +70 -L -RT
Riprap Apron / Pad
Class'B'
4.24
Ditch
"V" Ditch
14.8
3.6
® YES ❑ No Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA
HEC -14 (July 2006), been met and verified, as applicable? If No, provide further explanantion of why design criteria was not met.
Additional Comments

Third Edition. Hvdraulic Desian of Enerov Dissinators for Culverts and Channels (July 2006). as aoolicable. for desian auidance and criteria
H411hwa North Carolina Department of Transportation f.
. -
Highway Stormwater Program - --
STORMWATER MANAGEMENT PLAN
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project /TIP No.: 1 -3802A County(ies): Cabarrus Rowan Page 5 of 6
Preformed Scour Holes and Energy Dissipators
Sheet
No.
Station
Energy Dissipator
Type
Riprap Type
Drainage Area
(ac)
Conveyance Structure
Pipe /Structure
Dimensions
Q10
(cfs)
V10
(fps)
22
337 +50 -L -LT
Riprap Apron / Pad
Class'B'
3.12
Pipe
18
8.5
1.6
22
336 +40 -L -RT
Riprap Apron / Pad
Class'B'
2.94
Ditch
2ft Base Ditch
13.8
1.8
22
338 +65 -L -LT
Riprap Apron / Pad
Class'B'
1.27
Pipe
18
11.5
2.5
22
340 +70 -L -LT
Riprap Apron / Pad
Class'B'
0.42
Pipe
15
2.3
1.1
22
339 +00 -L -RT
Riprap Apron / Pad
Class'B'
15.38
Ditch
2ft Base Ditch
44.8
3.9
23
350 +60 -L -LT
Riprap Apron / Pad
Class'B'
1.19
Ditch
"V" Ditch
4.1
3.4
36
11 +64 -Y5 -LT
Riprap Apron/ Pad
Class
26.58
Pipe
54
126.4
2.8
37
57 +50 - -L -LT
Riprap Apron / Pad
Class'B'
1.30
Ditch
"V" Ditch
4.5
3.4
37
58 +00 -L -LT
Riprap Apron / Pad
Class'B'
2.63
Ditch
"V" Ditch
9.1
3.0
® YES NO Have minimum design criteria, as presented In t e NUUU I Best Management Practices Toolbox (2008), NUUU I 6tanciard etails, or FHWA
HEC -14 (July 2006), been met and verified as applicable? If No provide further ex lanantion of why design criteria was not met.
Additional Comments
Refer to the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), NCDOT Standard Details, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC -14),

I ligi-IN -vay North Carolina Department of Transportation
:StvrtT7�vaTr:.
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: 1 -3802A Count (ies ): Cabarrus Rowan Page 6 of 6
Other Stormwater Control Measures
Sheet No.
Station
SCM Type
Drainage Area
(ac)
Required / Minimum Treatment
Design Treatment
All Design
Criteria Met?
12
188 +30
Dry Detention
Basin
5.55
WQv (cf)
10143.00 cf
45272.00 cf
Yes
190 +50
26
388 +15 TO
Hazardous Spill
Basin
9.55
2yr, tc =10 min, td= 5 min storm runoff + 10,000
gal (cf)
10921.00 cf
11000.00 cf
Yes
390 +35 -L- LT
28
409 +50 TO
Hazardous Spill
Basin
6.20
2yr, tc =10 min, td= 5 min storm runoff + 10,000
gal (cf)
7560.00 cf
8000.00 cf
Yes
411 +35 -L- LT
28/29
412 +80 TO
Hazardous Spill
Basin
18.20
2yr, tc =10 min, td= 5 min storm runoff + 10,000
gal (cf)
17316.00 cf
17790.00 cf
Yes
417 +15 -L- LT
29
425 +60 TO
Hazardous Spill
Basin
15.90
2yr, tc =10 min, td= 5 min storm runoff + 10,000
gal (cf)
19285.00 cf
267000.00 cf
Yes
432 +75 -L- LT
29/30
440 +25 TO
Hazardous Spill
Basin
3.95
2yr, tc =10 min, td= 5 min storm runoff + 10,000
gal (cf)
5798.00 cf
6420.00 cf
Yes
442 +30 -L- LT
30
447 +65 TO
Hazardous Spill
Basin
6.07
2yr, tc =10 min, td= 5 min storm runoff + 10,000
gal (cf)
7429.00 cf
8300.00 cf
Yes
448 +55 -L- LT
32
478 +00 TO
Hazardous Spill
Basin
16.00
2yr, tc =10 min, td= 5 min storm runoff + 10,000
gal (cf)
15385.00 cf
16700.00 cf
Yes
478 +80 -L- LT
29
428 +00 -L- LT
Forebay
8.24
10% of WQv (cf) From Impervious Area
2900.00 cf
3000.00 cf
Yes
29
25 +00 -RPA-
Forebay
0.25
10% of WQv (cf) From Impervious Area
90.00 cf
630.00 cf
Yes
LT
29
23 +2 -RPA-
Forebay
0.47
10% of WQv (cf) From Impervious Area
165.00 cf
790.00 cf
Yes
LT
29
20 +00 -RPA-
Forebay
2.55
10% of WQv (cf) From Impervious Area
880.00 cf
3900.00 cf
Yes
LT
Additional Comments
Equalizer Pipes to be noted as a minimization of impacts.

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BEGIN CONSTRUCTION
APPROX. 5000'+1- SOUTH
NOTE: PROJECT LIMITS EXTEND TO COVER PROPOSED
STRIPING MODIFICATIONS ON 1 -3803B
STATE OF NORTH lk---'AROLINA
DIVISION OF HIGHWAYS
CABARRUS & ROWAN
BEGIN TIP PROJECT I -3802A
-L- STA. 77 + 95.16
SITE #1
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THIS PROJECT IS WITHIN THE MUNICIPAL
BOUNDARIES OF THE CITY OF KANNAPOLIS
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BEGIN BRIDGE
-L- STA. 93+90.92
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD III.
THIS IS A CONTROLLED ACCESS PROJECT WITH
ACCESS BEING LIMITED TO INTERCHANGES.
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-Y3- STA. 29+06.22 W
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c� -Y3- STA. 32 + 08.88
BEGIN BRIDGE
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END BRIDGE
-RR- STA. 18639 +1 . 3
BEGIN BRIDGE
-Y3- STA. 67 + 3.91
SITE #21
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LOCATION.- I -85
BEGIN BRIDGE
END BRIDGE
-Y7- STA. 52 +53.33
-L- STA. 95 +75.08
END BRIDGE
SITE
-Y7- STA. 54+46.58
CITY OF KANrygpOLIS
#4
CITY OF JFONC
CLEARING ON THIS PROJECT SHALL BE PERFORMED
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SITE #21
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LOCATION.- I -85
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TOTAL
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END BRIDGE
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SITE #6
b� -Y3- STA. 7 + 38.00
SITE #5
SITE #17
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SITE #25
SITE #20
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TOTAL
SHEETS
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1-3802A
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STATE PROJ. NO.
F. A. PROJ. NO.
DESCRIPTION
36780.3.FS1
-L- STA. 339+75.37
NHIMF -85- 2(77)55
Design -Build
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ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
DESIGN PROJECT MANAGER
DAVID B. GOURLEY, PE
PROFILE (HORIZONTAL)
10 5 0 10 20
LETTING DATE:
APRIL 3, 2 O14
K. ZAK HAMI D I, PE
NCDOT CONTACT: DESIGN BUILD PROJECT ENGINEER -
TRANSPORTATION PROGRAM MANAGEMENT UNIT
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)
B L I T H E PARSONS
BRINCKERHOFF
SITE #35
END CONSTRUCTION
-L- STA. 494 +11.14
SITE #29
END TIP PROJECT I -3802A
-L- STA. 484 + 40.00 BEGIN BRIDGE
-Y13- STA. 28 + 34.81
SITE #28
SITE #19
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PROJECT LENGTH
Prepared In the Office
T TRADE STREET
SUITE 1950
PARSONS BRINCKERHOFF CHARLOTTE, NC 28202
HYDRAULICS ENGINEER
STATE OF HIGHWAYS
OF NORTHCAROLINA
50 25 0 50 100
��Q7-
LENGTH OF ROADWAY TIP PROJECT I -3802A = 7.613 mi
LENGTH OF STRUCTURES TIP PROJECT I -3802A = 0.085 mi
(BRIDGES MEASURED FROM PROJECTED CENTERLINE STATION)
TOTAL LENGTH OF TIP PROJECT I -3802A = 7.698 mi
NC LIC. NO. F -0165
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
END BRIDGE
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-L- STA. 337 +10.63
SITE #27
BEGIN BRIDGE
-Y12- STA. 25 +46.20 - Y13RPB-
SITE #16
SITE #15
SITE #14
SITE #13
SITE #12
SITE #11
END BRIDGE
-Yl l- STA. 27+90.52
SITE #18
PERMIT DRAWING
SHEET 1 OF 114
Y13RPC-
SEND BRIDGE
-Y12- STA. 27 +78.94
SITE #26
DESIGN EXCEPTIONS FOR MAINLINE ( -L -)
MEDIAN SHOULDER WIDTH, MAXIMUM
GRADES ON -Yll- & -Y12- APPROVED
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INCOMPLETE PLANS
DO NOT USE FOR R W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONS°Il°RUCTION
GRAPHIC SCALES
DESIGN DATA
ADT 200$ = 89 000
PROJECT LENGTH
Prepared In the Office
T TRADE STREET
SUITE 1950
PARSONS BRINCKERHOFF CHARLOTTE, NC 28202
HYDRAULICS ENGINEER
STATE OF HIGHWAYS
OF NORTHCAROLINA
50 25 0 50 100
ADT 2035 = 193,000
D H V = 8 %
D = 55 %
T = 19 %
V = 70 MPH
*( TTST 14 + DUAL 5)
FUNCTIONAL CLASSIFICATION:
INTERSTATE
STATEWIDE TIER
LENGTH OF ROADWAY TIP PROJECT I -3802A = 7.613 mi
LENGTH OF STRUCTURES TIP PROJECT I -3802A = 0.085 mi
(BRIDGES MEASURED FROM PROJECTED CENTERLINE STATION)
TOTAL LENGTH OF TIP PROJECT I -3802A = 7.698 mi
NC LIC. NO. F -0165
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
P.E.
SIGNATURE:
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50 25 0 50 100
2012 STANDARD SPECIFICATIONS
DANIEL H. BRIDGES, PE
RIGHT OF WAY:
APRIL 3 2 014
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
DESIGN PROJECT MANAGER
DAVID B. GOURLEY, PE
PROFILE (HORIZONTAL)
10 5 0 10 20
LETTING DATE:
APRIL 3, 2 O14
K. ZAK HAMI D I, PE
NCDOT CONTACT: DESIGN BUILD PROJECT ENGINEER -
TRANSPORTATION PROGRAM MANAGEMENT UNIT
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)

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DETAIL 17 ROADWAY SIGN SHEET NO. HYDRAULICS
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SHEET 9 OF 114
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SHEET 9 OF 114

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PROJECT REFERENCE NO. SHEET NO.
1 -3802A 51
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680
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670
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---- - - - -60 ---- - - - - -- --------- - - - - -- ------- - - - - -- ---- - - - - --
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SHEET 11 OF 114
DENOTES TEMPORARY
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MLWTHG � --
12' RCP
BRIER NV,6
56.93'
F KLUTTZ GEORGE R
f ITROUTMAN'LAND
NVESTMENTS
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SHEET 23 OF 114

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CHANNEL CHANGE
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COIR FIBER b
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I-3802A
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
V10 = 1.8 FPS
CL \E L \DA
SITE #19
•TING DITCH
IP RAP
REPAIR EXISTING RIP RAP
BANK STABILIZATION
W/CL I RIP RAP WHERE
DISTURBED BY REMOVAL OF
EXISTING PIERS
SEE DETAIL #17
50'
GRAPHIC SCALE
illI L ''z--I L _--z—
Q10 = 3.78 CFS
V10 = 1.63 FPS
2' LATERAL BASE DITCH
W/CL B RIP RAP
SEE DETAIL #11
0'
50'
PERMIT DRAWING
SHEET 51 OF 114
]E]L][MINA
SHEET NO.
HYDRAULICS
ENGINEER
Y PLANS
DO NOT USE FOR CONSTRUCTION
C
TEMPO RAR\
ATER IMPA
VULL S CAOLL C
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER

Cr
Ln
670
670
PROJECT REFERENCE NO.
I-3802A
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
660
650
640
PI = 336 +00.00
EL = 626.68'
VC = 4/0'
K = 222
DS = T8--MPH
630
620
610
600
PI = 340 +70d00
EL = 632.98�
VC = 240'
K=l82
DS = 70 MPH
BEGIN BRIDGE
—L— STA. = 337 +48.66
ELEV. = 628.75
(+)1.3411%
EXCAVATION
EST. 1450 CY
590
Ik
r
\�
END
BRIDGE
660
—L— STA.= 340+13.16
ELEV. - 632.33
(+)1.341
I%
(+)26633%
___--TP"
EXCAVATION
EST. 2500 CY
580
END
DITCH
-L- STA. 338+60 LT
EL. 602.00'
PROPOSED GRADE
650
640 670
-LSB-
SEE SHEETS 22 &
23 FOR -L- PLAN
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE FREQUENCY
BASE HW ELEVATION
0T DISCHARGE
OT FREQUENCY
OT HW ELEVATION
DATE OF SURVEY
WS ELEVATION
AT DATE OF SURVEY
4390 CFS
50 YR
622.7
/00 YR
623.36
24400 CFS
500+ YR
632.9
5/21/20/4
6/0.0
630 660
620 650
At = 344 +.30.00
EL = 642.57'
VC = 2/5'
K=184
DS=7OMPH
EXISTING GROUND
600 630
590 620
580 610
PI = 346 +70,00
EL = 651.76'
VC = 2/0'
K - 927
DS = >80 MPH
PERMIT D
SHEET 53
RAWING
OF 114
— L— STA. 348 +02.90 =
— Ytf— STA.26+57.8/
EL. 656.55
PI = 348+80.00
EL = 659.33'
VC = 2/0'
K=2975
DS = >80 MPH
INCOMPLE
DO NOT USE FO
TE PLANS
W ACQUISITION
PI = 350+90.00
EL = 666.74'
VC = 2/0'
K = 885
DS = )8o- MPH
BEGJ. DITCI+
—L— STA. 350+50 LT
EL. 635.82'
I
660
650
640
630
620
610
337+00 338+00
339+00
340+00
341 +00
342 + 00
343 +00
344 + 00
345 +00
346+00
347+00
348+00
349 +00
350+00
351 +00
0
00
00
00
00
00
00
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670
660
650
640
630
620
610
PI = 335 +70.00
EL ^ 626.76'
VC 290'
K=182
DS J 70 MPH
{+ .0895Y
600
590
580
337+00
/
\
EXCAVATION
EST:2000 CY
i
END BRIDGE
670 700
L— = 339 +5/.
ELEV. = 631.10
= 63/.66'
= 30Q' BEG
K = 186 —L—
DS = 71 MPH EL .
PI = 340 +20.00
EL
VC
r+T1.085Z
EXCAVATION
EST.1650 CY
BEG. DITCH
STA. 343+00 RT
655.97'
P1 = 342 +80.00
EL = 638.69' -
VC = 2/0'
K = 1108
DS
660 690
LNB
SEE S IEETS
&--r-2-8---FOR ---L-- --PLAN
,
6,60 680
= >80 MPH
DITCH
STA. 342+00 TAT
630.36'
(+)27042
—
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—L— STA. 348+00 RT
EL . 694.68'
700
640 670
620 650
END DITCH
—L— STA. 338+50 RT
EL. 605.13'
END DITCH
L- STA. 337+67 RT
EL. 602.17'
338+00
339+00
340+00 341 +00
+)2.8937%
__-
600 630
590 620
342 + 00
580 610
343 +00
PI = 344 +-90.00
EL = 64477'
VC = 2/0'
K = 263
DS = >80 MPH
PI = 347 +00.00
EL = 652.52'
BEG. DITCH
—L— STA. 349+00 RT
EL. 677.73'
VC = 210'
K =5458
=
DS>80 MPH
—L — STA. 348+17.28 =
—Y11— Sr A. 27 +29.27
EL. 656.81
690
ENE DITCH
—L— STA. 351+00 RT
EL. 680.12'
680
670
PROPOSED GRADE
( 4-)3.6544%
660
PI = 3514-50.00
EL = 668.97'
VC = 210'
K = 4209 650
DS — >80
EXISTING GROUND
344 + 00
630
620
345 + 00
346+00
347+00
348+00
349+00
350+00 351 +00

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PROJ. REFERENCE NO.
SHEET NO.
660
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PROJECT REFERENCE NO.
I-3802A
SHEET NO.
26
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BAKER ALICE M
CL 'I' RIP RAP
EST 7 TONS
EST 15 SYGF
RETAIN
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BERM DITCH
SEE DETAIL 3, SHT. 2-N
NatrgL
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X
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Bq
DETAIL 35
BANK STABILIZATION
( Not to Scale)
NWSl�
17
CHANNEL BED
(Variable)
Type of Liner = CI 'II' Rip -Rap
No Rip Rap Shall Be Placed
Natural
"Ground
2.0', TYP.
GEOTEXTILE, TYP.
In Channel Bed
CL 'B' RIP RAP
EST 1 TONS
EST 5 SYGF
CONTRACTOR TO
VERIFY FINAL ELEV.
OF STRUCTURE INV.
FALSE SUMP
SEE DETAIL 5
SHT. 2 N
�� 01 —
HILEMAN PAUL B JR
JOHN WAYNE &
CHRISTEL JOSEY
EXISTING R/W
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A,
7, SHT. 2-NxISTI
CL 'B' TOE PROTECTION
SEE DETAIL 4, SHT. 2-N
R/W
REMOVE CONCRETE DITCH
FALSE SUMP
SEE DETAIL 5
SHT. 2-N
DETAIL 6
BANK STABILIZATION
( Not to Scale)
CHANNEL BED
(Variable)
LINE EXISTING DITCH
WITH CL 'I' RIP RAP
TO DEPTH OF 1 FT
FROM STA. 383+30
TO STA. 384 + 05 RT
EST 35 TONS
EST 230 SYGF
Natural
-Ground
2.0', TYP.
GEOTEXTILE, TYP.
Type of Liner = CI 'I' Rip -Rap
No Rip Rap Shall Be Placed In Channel Bed
F
0
7
48" WW W/ I S BW
X X
RETAIN HW
CULVERT 2601 APPEARS TO
BE IN GOOD CONDITION,
BASED UPON VISUAL
/
INSPECTION OF PIPE U/S
AND D/S OF FILL SLOPES.
RECOMMEND RIP RAP
ARMORING AT OUTFALL
IF I,
FROM L,
SHOW A Ur,
(-
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ING SCOU
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EST 7 SYGF
SITE • #25 RETA
X R/WX ON X48" WW
BAKER
W/ IS BW
X X
LINE EXISTING DITCH
WITH CL 'I' RIP 2AP
TO DEPTH OF FT
FROM STA. 387-20
TO STA. 387+95 RT
EST 35 TONS
EST 230 S`'GF
CHARLES R SR & WF BAKER MYRTLE H
PERMANENT ROCK CHECK DAM
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AND 5'-0" BASE RR APRON
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T
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.•�uiiuirw.:
11
✓.1
DENOTES IMPACTS IN
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CL 'I' RIP RAP B/ K
STABILIZATION, TYP.
SEE DETAIL 6, SHT. 2-N
EST 15 TONS
EST 55 SYGF
TOP=69
100'
GRAPHIC SCALE
0'
100'
PERMIT DRAWING
SHEET 73 OF 114
- CL 'II' RIP kAP BANK
STABILIZTION, TYP.
SEE D. AIL 35, SH
EST 3 TONS
ES r 130 SYGF
'/T/W/
2GI
9.4' CONC. HW
T0P=691.31'
ZARDOUS SPIL
IN 1
E DETAIL HSB-1
HT. 2-0
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SEE DETAIL 4, SH
' RIP RAF
411LST WTfONS BW SPECIAL CUT ' 1P
EST 16 SYGF SEE DETAIL 1, SHT. 2-N
FALSE SUMP
30" SEE DETAIL 5
HT. 2-N
SITE #25
E EXISTING DITCH
H CL 'I' RIP RAP
DEPTH OF 1 FT
M STA. 388 + 95
STA. 392 + 00 RT
185 TONS
670 SYGF
SE SHEET 26B
CULVERT 2602 APPEARS TO
BE IN GOOD CONDITION,
BASED UPON VISUAL
INSPECTION OF PIPE U/S
AND D/S OF FILL SLOPES.
RECOMMEND FURTHER STRUCTURAL
EVALUATION AND VIDEO.
DENOTES HAND
CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
X
REMOVE CONCRETE DITCk p
PUE
PUE
PATTERSON ROBERT S
OVERCASH MYRTLE P
JOANN P STEWART
•
R/W SHEET NO.
PRELIMINA
DO NOT USE FO]
.RY PLANS
CONSTRUCTION
BLYTHE PARSONS
BRINCKERHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
NOTES:
1. EXISTING PIPE MAY BE RETAINED FOR
TEMPORARY DRAINAGE DURING CONSTRUCTION.
ONCE PROPOSED DRAINAGE SYSTEM IS
INSTALLED AND FUNCTIONING PIPE IS TO
BE REMOVED. THE PORTION OF PIPE
REMAINING UNDER NEW PAVEMENT IS TO BE
PLUGGED AND THE FILLED WITH FLOWABLE
FILL.
SEE SHEET 72 FOR —LSB— & —LNB— PROFILES

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BANK STABILIZATION
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NWSl�
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CHANNEL BED
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No Rip Rap Shall Be Placed In Channel Bed
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DETAIL 6
BANK STABILIZATION
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CHANNEL BED
(Variable)
Natural
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Type of Liner = CI 'I' Rip -Rap
No Rip Rap Shall Be Placed In Channel Bed
11I
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CULVERT 2601 APPEARS Tp
BE IN \ GOOD CONDITIOIN,
BASED\ UPON VISUAL ,
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RECOMMENDTRIP RAP
OUTFALL
-969
IF 1,
F\ROIk1
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9 \ \
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DENOTES IMPACTS IN
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DENOTES TEMPORARY
IMPACTS IN SURFACE WATER \
0
LIJ
LLI
LLI
PROJECT REFERENCE NO.
I-3802A
R/W SHEET NO.
PRELIMINA
DO NOT USE FOI
SHEET NO.
RY PLANS
CONSTRUCTION
11P BLYTHE I; WM% HOFF
e SEPI
(IIIIII)
CEC NO GN Is NT ER ELI RC I TN I GO &N
1025 Wade Avenue
Raleigh, NC 27605
License: C-2197
NOTES:
1. EXISTING PIPE MAY BE RETAINED FOR
TEMPORARY DRAINAGE DURING CONSTRUCTION.
ONCE PROPOSED DRAINAGE SYSTEM IS
INSTALLED AND FUNCTIONING PIPE IS TO
BE REMOVED. THE PORTION OF PIPE
REMAINING UNDER NEW PAVEMENT IS TO BE
PLUGGED AND THE FILLED WITH FLOWABLE
FILL.
SEE SHEET 72 FOR —LSB— & —LNB— PROFILES

50'
0'
50'
PROJECT REFERENCE NO.
I-3802A
SHEET NO.
26A
R'W SHEET NO.
01
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DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
EMPRORARY IMPACTS
SURF E WATERS
RI FINAL 10 FEET
),
X
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STABILIZ TION, TYP.
SEE D /AIL 35, SHT.
EST 3 TONS
ESTA30 SYGF
Fuu
15"
7
7>
nn
85 SB
TB 2GI
15" RCP -III
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GRAPHIC SCALE
PERMIT DRAWING
SHEET 75 OF 114
RDOUS SPILL
IN 1
E DETAIL HSB-1
HT. 2-0
CL 'B' TOE PROTTION
SEE DETAIL 4, SHT. 2-N
V
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LY 0 WALLA
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/
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PRELIMINA
DO NOT USE FO]
.RY PLANS
, CONSTRUCTION
B L WTHE PARSONS
R� RHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
64
ITT! 8"� DIP-FIR9!R PPE
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SHT. 2-N
REMOVE EX. HW F
ST
T
1.4'
2'
T
24" RCP -III -
T
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TB 2��
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PROJECT REFERENCE NO.
I-3802A
SHEET NO.
26A
R'W SHEET NO.
0
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PRELIMINA
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.RY PLANS
, CONSTRUCTION
e SEPI
(IIIII)
CEC NO GN Is NT ER ELI RC I TN I GO &N
1025 Wade Avenue
Raleigh, NC 27605
License: C-2197
AEST !•S Bw ,S13}EdIAL C
SHT. 2-4
RCPLITI
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2t

50'
0' 50'
PROJECT REFERENCE NO.
I-3802A
SHEET NO.
266
R'W SHEET NO.
-T81' RCP -I
DENOTES IMPACTS IN
SURFACE WATER
1
X
X
BA
R/WXNON\
V
K
-R
C
X
DENOTES HAND
CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
1-85 NB TB 2GI
4 8 " WW W/ I S 3W
X X X X
LINE EXISTING DITCH -�
WITH CL '1' RIP RAP
TO DEPTH OF 1 FT
FROM STA. 3 8 7+ 2 0
TO STA. 387 + 95 RT
EST 35 TONS
EST 230 SYGF
ARLRS R SR & WF BA
ER VYRTL
PERMANENT ROCK CHECK DAM
2'-0" HIGH, 10'-0" WIDE WEIR
AND 5'-0" BASE RR APRON
LINE W/CL 'I' RIP RAP
TO WETLAND BOUNDARY
CL 'I' RIP RAP B1 J K
STABILIZATION, TYP.
SEE DETAIL 6, SHT. 2-N
EST 15 TONS
EST 55 SYGF
F
TO
69
u
n
GRAPHIC SCALE
PERMIT DRAWING
SHEET 77 OF 114
REMOVE EX. HW
9/»
CULVERT 2602 APPEARS TO
BE IN GOOD CONDITION,
BASED UPON VISUAL
INSPECTION OF PIPE U/S
AND D/S OF FILL SLOPES.
RECOMMEND FURTHER STRUCTURAL
EVALUATION AND VIDEO.
fl
cfn
SITE #25
fl
fl
cnn
T,yo
\-!P
/ -8.5 NBl _ 15" RCP-4 I
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ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
BLYTHE
PARSONS
BRINCKERHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
WAPPlhattki NM Mir at" A Sa
REMOVE
LINE EXISTING DITCH
WITH CL 'I' RIP RAP
TO DEPTH OF 1 FT
FROM STA. 388 + 95
TO STA. 392 + 00 RT
EST 185 TONS
EST 670 SYGF
Q10=2.7 CFS
V10=2.9 FPS
2C
7
REMOVE CONCRETE DIT802
X PUE
PUE
01ATTERSO
OV-RCAS
JOA\\
PUE
01
3 ST=WART
ROBERT S
VYRTL

PROJECT REFERENCE NO.
I-3802A
SHEET NO.
266
R'W SHEET NO.
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01
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DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
IT =a" DIP --
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SHEET 78 OF 114
----------
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PRELIMINA
DO NOT USE FO]
.RY PLANS
, CONSTRUCTION
B L J T H E PARSONS
BRINCKERHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
15" RCP -III
4 n' R• T I I=
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0 5 10
L PROJ. REFERENCE NO.
I-3802A
SHEET NO.
X-433
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11
DETAIL 17
CHANNEL CHANGE AT PIPE OUTLET
( Not to Scale)
Nit cd
GGroundd
GEOTEXTILE, TYP.
CHANNEL BED
Length = 51 Ft. (+/—) (Variable)
Min. d = 2.0 Ft.
Type of Liner = CI 'I' Rip -Rap
No Rip Rap Shall Be Placed
Natural
"Ground
In Channel Bed
C C rl r nnl r I*1 / 11T1 fl/17T
SEE
GEO
PAUL
SPECIAL LATE
LINE W/CL 'I'
SEE DETAIL 1
CL 'I'
STAB
SEE DET
TO EXIST.
imlimikisansterarai
LIJ
/-OF AID/ nwn/ n(r
11.0' BST
RETAIN H
CL 'I' RIP RAP
EST 35 TONS
EST 125 SYGF
CHANNEL CHANGE
AT PIPE OUTLET
SEE DETAIL 17, SHT. 2-N
GRADE=3.78% (+/-)
111 E;..; Pr. Mg: .1... , PI" (11 16'
OPE
IE TO EXI
-FENCE x
TERAL BASE b1 CCH 3'
LINE W9tE6"'6.93'
DETAIL 15, SHT. 2-N
GE F &
NE BOST 240
L BASE DITCH
CL 'B' RIP R
80.0 LF - 16" DIP
(PER PLAN)
SEE WE
DETAIL 6
BANK STABILIZATION
( Not to Scale)
CHANNEL BED
(Variable)
Type of Liner = CI 'I' Rip -Rap
No Rip Rap Shall Be Placed
TEEL CASING
15"PVC
T0P-
INV=665.16 '
%MH
//
EMOy�
RETAIN
Nt
round
DETAIL 35
BANK STABILIZATION
( Not to Scale)
NWS
CHANNEL BED
(Variable)
Natural
"Ground
2.0', TYP.
GEOTEXTILE, TYP.
Type of Liner = CI 'II' Rip -Rap
No Rip Rap Shall Be Placed In Channel Bed
TOP PIPE=668
IN=666.96'
ENDWALL
CONTRACTOR TO
CL 'I' RI*RAP AT EMBANKMENT
SEE DETAIL 36, SHT. 2-N
-L - POT ST A. 4? +20.46, 59.00' LT
STANDARD TAIL BASE DITCH - 0•
LINE W/CL 'I' DPE INVESTMENTS LLC
GRADE=9.90% (+/-)
TAIL 16, SHT. 2-N
TOP PIPE=668.8
T0P.679.57'
T. INV=669.22'
MIECEM
(PER PLAN)
60.0 LF OF 3
)" X 0.312" SW S
PER PLAN)
GEOTEXTILE, TYP.
Channel Bed
T0P=69.1.75'
INV=678.71'
SPECIAL CUT ITCH
SEE DETAIL 1, 2-
Natural
Ground
d
GEOTEXTILE
Type of Liner =
HAZARDOUS SPILL BASIN 2
SEE DETAIL HSB-2
SHT. 2-0
CL 'B' RIP RAP
EST 2 TONS
ES 7 G
RETAIN
EXTEND
CONC. FUNNEL
ITE P .413
Channel Bed
E-- REMOVE
CONTRACTOR
Ditch
Grade
DETAIL 36
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
1
1.0'min.
GEOTEXTILE
Channel Bed
2.0'
Type of Liner=CL 'I' Rip -Rap
No Rip Rap Shall Be Placed
NWS
Below NWS
CL 'B' RIP RAP
EST 5 TONS
EST 16 SYGF un
'B' RIP RAPT ED 8"DI
ST 3 TONS PIE=672.3
ST 11 SYGF
OF STRUCTURE INV.
6, REMOVE DI
15"PVC
DETAIL 18
15" RCP -III -
—FALSE S
SPECIAL CUT 'V'
SEE DETAIL 1, SH
SPECIAL CUT
SEE DETAIL 1
SEE
Proposed
Fill Slope
HAZARDOUS SPILL BASIN 3
SEE DETAIL HSB-3
SHT. 2-0
SEE SHEET 28C
I CL 'II' RIP RAP BANK
EXPOSED 87' P TABILIZATION, TYP.
TOP PIPE- •7 °5 SEE DETAIL 35, SHT. 2-N
EST 110 TONS
EST 495
6
uuiIIb..
Of
4*
TOP=677. 2'
arz—EOEows
B' TOE PROTECTION
DET .2-N
REMOVE DI '�o:_
TB 2G1
TB 2G1
�y
..l.
15" RCP
-III
.�
_TB
TB 2G1
RETAIN
�
-
•.. -
24" RCP -III -
_ •LLAR AND
_ ...........
EXTEND
'B' OE
• N
4
M
•ter
-
6' ;A„//G
;.
F—
..............
:"P"1:411.';:::1..*'6''
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PROTECTI
DETAII
TO
111
)ITCH TOP=6' .33'
.2-N INV=. 9.58'�
V' DITCH
SHT. 2-N
TIE TO EXIS .
"
�ag:�
�-
,., 1111
FENCE
FE'�.
Floodplain Bench
w/Coir Fiber Matting
Min. D = 2.0 Ft.
Max. d = 4.0 Ft.
B=5.0 Ft.
b =Varies 1 Ft. to 20 Ft.
CI 'I' Rip -Rap On Banks, 2'-0" Thick
Coir Fiber Matting on FP Bench
No Rip Rap Shall Be Placed In Channel Bed
Natural
Ground
Exist. Channel
ANNEL CHAN
LOODPJM
D ETHYL
DE/-
CL 'I'
EST 6
CONE
DAM
OIR FIBE? MATT
200 S
UL ERT 2802 APPE S TO
BE GOOD CO DITION,
BAS.D UPON V AL
INS'' CTION PIPE UPS
AN L D,S O FILL SLOPES.
RE OMMEN FURTHER STRUCTURAL
EVALUATION AND VIDEO.
PROJECT REFERENCE NO.
I-3802A
SHEET NO.
28
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
PRELIMINA
DO NOT USE FO]
HYDRAULICS
ENGINEER
.RY PLANS
CONSTRUCTION
11 B L J T H E PARSONS
BR►NCKERHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
100' O' 100'
GRAPHIC SCALE
PERMIT DRAWING
SHEET 80 OF 114
DENOTES IMPACTS IN
SURFACE WAT E R
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
NOTES:
1. EXISTING PIPE MAY BE RETAINED FOR
TEMPORARY DRAINAGE DURING CONSTRUCTION.
ONCE PROPOSED DRAINAGE SYSTEM IS
INSTALLED AND FUNCTIONING PIPE IS TO
BE REMOVED. THE PORTION OF PIPE
REMAINING UNDER NEW PAVEMENT IS TO BE
PLUGGED AND THE FILLED WITH FLOWABLE
FILL.
SEE SHEETS 73 & 74 FOR -LSB- & -LNB- PROFILES
SEE SHEET 93 FOR-Y13RPB- PROFILE
SEE SHEET 94 FOR-Y13RPC- PROFILE

c
01
0
0
01
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DETAIL 17
CHANNEL CHANGE AT PIPE OUTLET
( Not to Scale)
Ground
GGroundd
GEOTEXTILE, TYP.
Length =51 Ft. (+/-)
Min. d = 2.0 Ft.
Type of Liner = CI 'I' Rip -Rap
No Rip Rap Shall Be Placed
UT'- TCH'
-St ENDETA -1-SI-fT -2-N
S6g_
(Variable)
In
Natural
"Ground
Channel Bed
CL '1' RIP RAP
EST 35 TONS
EST 125 SYGF /
CHkNIL CHAN�T E l e�
/ /AT PIP' OVTLE1' /
I SEE DETAIL' 1 , S�iT. 2�/
/ ORADO= .7;%/j-y7y/
//4\/\,
/ //
//
NC '/
ALSE ,SUMP
EE DETAI
694
RETAIN
Ground
M/ti
4474
9q
DETAIL 35
BANK STABILIZATION
( Not to Scale)
NWS
CHANNEL BED
(Variable)
DETAIL 36
RIP RAP AT EMBANKMENT
( Not to Scale)
_I
\ I1 I
I I
1
I) /
1 11 V�11
I11>/ifili;//7/6
1(1
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I I I j I I /
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\\\\.\\\ � \ � sue\ \`,
Natural
"Ground
2.0', TYP.
GEOTEXTILE, TYP.
Type of Liner = CI 'II' Rip -Rap
No Rip Rap Shall Be Placed In Channel Bed
SEE
7////%c'I'\RIP RAP -AT- Bl i ►E/I�1/1/ _Yl3RPB- ST Sto. 10+00.00 \
7 ) �i,77_, �ii// // // w�9y/�-/ -L/ ,9 P,0T•_ _ - S A. °'�' +20.46, 59.00' LT
/; //
\l l i , /•• v ' � Vlfx /(±i— / // o / - �`ZARooas SPILL BAScIN
/ -/
7 /• •j / j J / / ��� / CL '' RIPNi1J4
/ //-ET2--TO \ \
E _ 7 ,G
PIPE-66848
IN=666.96'
261:0 LF OF 48" -
VAV - - , (PER PL 9-
--- 11.0' BST ,
rrim
_ _ - H .
- ----- -::: r:A®�ii.��iai ] ,n1 e `� LI
—�% ICE% nro (oi n
IE TO EXI
-A64 FENC —x
i 6/6 93'
/GESEE likAIL 11 ,1tWI(I )P,�U\E'gbl III 0
II ' 'SPECIA TE L / Idle �/
I / ILINE W/ LIT / 1° /i "/#
1 I I I S E I DgTAI L 1, �J�IT �L // / //�
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1 1 I I 1 g/// TAB LI{T/Of/ .\
IET I S�HT F /
I / ///8 /Q/ E / if'•Ns
I / / ,// �/// / EITa:• C.
/ / / //// l l l/l /////// 1 / / //
//,
80.0 LF - I6" DI
-(PER PLAN)
DETAIL 6
BANK STABILIZATION
( Not to Scale)
CHANNEL BED
(Variable)
Type of Liner = CI 'I' Rip -Rap
No Rip Rap Shall Be Placed
693
-692—
GEOTEXTILE, TYP.
In Channel Bed
TOP-694.75'
INV=/78.7
Natural NWS
Ground
d
GEOTEXTILE
Type of Liner =
�- REMOVE
'C-@NTRACTOR
Ditch
Grade
10'min.
IS•
1.0'min.
GEOTEXTILE
Channel Bed
2.0'
NWS
Type of Liner=CL 'I' Rip -Rap
No Rip Rap Shall Be Placed Below NWS
1% � \��� y • �L�' l 6SED •; "•e ABILIZAITON \\\\
9B\RIpt_ED 8A i\VIPE,tEE DETAIIA ST:
Sfv3"-T 1• 67 •3V I'ST 11 6N
.67 . 6'~
RETAIN — ii c� .� STRUCTURE':
- V 7 uM• u
•! fit •r :' etW
_F;XTE
Channel Bed
6yi
j- 18" RCP -III
15"PVC
DETAIL 18
s.
SPECIAL CUT 'V'
SEE DETAIL 1, SH
SPECIAL CUT
\ SEE DETAIL 1
Proposed
Fill Slope
REMOVE. L "�'o
TB 2GI �TB- 2GI
e�ey
- 1-5f- REP-111-- -
_ _TJB_ - -- - �\ �■■
TB 2GI
RETAIN im*
_----
'
\ 24" RCP -III
--� _ __ i LLAR ANTI -
;,��
µ.me-
_ ' ' �1't
.EXTEND_
A Ink
* ; ; :
R \
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4
7�
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jora.:.4dp.:,...:Av.
'� tam, ..., ...4111:1 • :!E
_ A:
I.ik
_ •(.,:4
)ITCHY Z T0P=6' •.-33
2-N -LNV=. 9.58_
V' DITCH —
SHT.2 N
>� TIE TO EXIST.
��NLIVt
�`� _—.w�.+�-r�ka ', ."11
. i/
CL
DETAI
- �`\!� � TO
FENCE
•
FE , ...
Floodplain Bench
w/Coir Fiber Matting
Min. D = 2.0 Ft.
Max. d = 4.0 Ft.
B=5.0 Ft.
b =Varies 1 Ft. to 20 Ft.
CI 'I' Rip -Rap On Banks, 2'-0" Thick
Coir Fiber Matting on FP Bench
No Rip Rap Shall Be Placed In Channel Bed
Natural
Ground
Exist. Channel
\CON EST 6 'T• /1/ / \/ %
\D'P� t' \ ('•/
\
\\ ` J \\( /
2Bs, MA ;\
\\ )�11\11,
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1114
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R'' OMMEN FURTHER STROCTU L \
EVALUATION_ AND VIDEO. 1 1 i I
— -N /\\ \ I I 1 I /� 17
\\I!1'I////r
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PROJECT REFERENCE NO.
I-3802A
SHEET NO.
28
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
PRELIMINA
DO NOT USE FO]
HYDRAULICS
ENGINEER
.RY PLANS
CONSTRUCTION
11 B L J T H E PARSONS
BRINCKERHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
100' 0' 100'
GRAPHIC SCALE
PERMIT DRAWING
SHEET 81 OF 114
DENOTES IMPACTS IN
SURFACE WAT E R
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
NOTES:
1. EXISTING PIPE MAY BE RETAINED FOR
TEMPORARY DRAINAGE DURING CONSTRUCTION.
ONCE PROPOSED DRAINAGE SYSTEM IS
INSTALLED AND FUNCTIONING PIPE IS TO
BE REMOVED. THE PORTION OF PIPE
REMAINING UNDER NEW PAVEMENT IS TO BE
PLUGGED AND THE FILLED WITH FLOWABLE
FILL.
SEE SHEETS 73 & 74 FOR —LSB— & —LNB— PROFILES
SEE SHEET 93 FOR—Y13RPB— PROFILE
SEE SHEET 94 FOR—Y13RPC— PROFILE

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PROJECT REFERENCE NO.
I-3802A
SHEET NO.
28A
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DENOTES IMPACTS IN
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BL�J-THE
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BRINCKERHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
50'
■ ■ ■ ■ ■
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I-3802A
SHEET NO.
28A
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ROADWAY DESIGN
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Raleigh, NC 27605
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CONSTRUCTION
BLYTHE PARSONS
BRINCKERHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
0'
50'
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I-3802A
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286
R'W SHEET NO.
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(IIIII)
CEC NO GN Is NT ER ELI RC I TN I GO &N
1025 Wade Avenue
Raleigh, NC 27605
License: C-2197
50'
GRAPHIC SCALE
PERMIT DRAWING
SHEET 85 OF 114
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I-3802A
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C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
0'
50'
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SHEET 86 OF 114
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I-3802A
SHEET NO.
28C
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CEC NO GN Is NT EN Eu RC I TN I GO &N
1025 Wade Avenue
Raleigh, NC 27605
Fax:[phone]
License: C-2197
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28D
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DENOTES IMPACTS IN
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11 B L J T H E PARSONS
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1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
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CL '8'
SEE D
OE NP♦i�OTEC
T. 2-
POND
aR4NTLEr (Ebg K T,
JS
DHV = 10%
DIR = 55% (WB)
DUAL= 11%
TTST = 2%
1 4,000
-L- 1-85
DHV = 8%
DIR = 55% (NB)
DUAL =5%
TTST = 14%
ALSE
SEE DETAIL
ON SHT.'2-N-.
Gf
LOcKLE
-Y13- LANE ST
10.900
14,000
3.400
800
2008 ADT
2035 ADT
72.000
163,000
9.200
15,100
/N 6932/
%3.300
5,600
DHV = 10%
DIR = 60% (EB)
DUAL =9%
TTST = 1
TOP_702.94'
INV.684.69•
HA
SEE DETAIL HSB-3, SHT. 2-0
REMOVE
CL 'B' RIP RAP
EST 7 TONS
TO/
IN
REDUS NC-
MEDIAN 'V' DITCH
\SEE DETAIL 19
N
\ P 3GI-A
DENOTES IMPACTS IN
SURFACE WATER
3GI-A
BRANTLEY LEWIS K
TRUST LOCKLEAR
RICHARD DWIGHT/TRSTEE
GEOTEXTILE, TYP.
DETAIL 23
PIPE OUTLET CHANNEL
( Not to Scale)
CHANNEL BED
(Variable)
Length=30 Ft. (+/-)
Min. d = 3.5 Ft.
Type of Liner = CI 'I' Rip -Rap
No Rip Rap Shall Be Placed In Channel Bed
15" RCP -III
�— 1,
�'36" RCP -III ��' I'—r� _ -
_ — � -�_ ` �'�GI '__ _ — _ — SOIL & OR_ _ - — l 2 I 1
16 CONC = -Y13- PI Sto, 26+00J8 ml ' A15" . CP-1V
n
0
SE SUMP
C
EXTEND
ROY L
15" RCP -II
DETAIL 6
BANK STABILIZATION
( Not to Scale)
NWS
GEOTEXTILE, TYP.
CHANNEL BED
(Variable)
Type of Liner = CI 'I' Rip -Rap
No Rip Rap Shall Be Placed In Channel Bed
SPECIAL CUT 'V' DITCH
LINE W/PSRM .aI I
1C^C, SEE DETAIL 2, SHIr I I I I N 11 11 11 ► ��I��`
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SEE DETAIL 7, SHT. 2-N
SPECIAL CUT 'V' DITCH
LINE W/PSRM
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TOP=73
lNVc724 b22.
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/ ESY••�'3Y
- Y13- POT Sto. 29+3 ,/Redo
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END BRIDGE -• "\ � a \\
-Y13- STA30+30.46 n\ \
END APPROACH SLAB n\ \ z
- l STA30+54.42 \ \
CL '8' RIP RAP
EST 2 TONS
EST 7 SYGF
8'PVC
CL 'B' RIP RAP
EST 2 TONS -
EST 7 SYGF
** * *Apt* * O A,*O *,**_*4
-Y13RPC- PRC
Sto. 26+21.46
Y13RPC- PT Sto.26+9867
N 50*17' 09.9' E
/ 6' CURB
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WELLS\FARGO BANK NA
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HT. 2-0
SEDDIE B & CONNIE G DURHAM
t C N
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SEE DETAIL 1, SHT. 2-N
'13- PI Sto.32+/6.69 =
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EST. 14 SYGF
'.85
#29� CL 18
11TOAP
EST 70 SYGF
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. " !•.
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A EE DETAIL FB-3
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REMOVE D
L BASIN 4
2-0
UICE G
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REMOVE DI
24"
E
SPE LATE'
-YI3RPD- S - T-2-N
NTRAL ISLAND-B Sto. 3+0820
- 13- "STAL-32+7669 =
- Y13RPD - Sto. 24 +51.91
CENTRAL ISLAND-B Sto. 1+88.66
-YI3RPC- Sto.27+2�23 =
,Y13RP°
SPECIAL LATE'
LINE W/CL 'B'
SEE DETAIL 21.
ELIZABETH ANN BASINGER &
MARY ELLEN OVERCASH
200'
•v
'SNP
goo
a
GRAPHIC SCALE
PROJECT REFERENCE NO
R'W SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE PO . CONSTRUCTION
3 THE PARSONS
BRINCKERHOFF
200'
SENGINEERING &
CONSTRUCTION
PERMIT DRAWING
SHEET 91 OF 114
EET 9A
3
,4 /
/
/ ,
/
PIPE OUTLET CHANNEL Q
LINE W/CL 'I'
SEE DETAIL 23, SHT. 2-N
GRADE=0.46% (+/-)
ALSE SUMP
EE DETAIL 5,
HT. 2-N
LAR FOREBAY
SHT. 2-0
FALSE SUMPSEE DETAIL 5, SHT. 2-N
_
ALSE SUMP
SEE DETAIL 5
SHT. 2-N
FALSE SUMP 2GI
SEE DETAIL 5
SHT.2-N
N atjgL
�oundd
78
PATTERSON FRANK
FALSE SUMP
SEE DETAIL 5
SHT. 2-N
EMOVE DI
FALSE SUMP
SEE DETAIL 5
SHT. 2-N
SPENCER HONNIE P
- REMOVE
CHANNEL CHANGE
K LINE W/CL '1'
7 ; EE DETAIL 24, SHT. 2-N
GRADE=9.07% (+/-)
DETAIL 24
CHANNEL CHANGE AT PIPE INLET
GEOTEXTILE, TYP.
( Not to Scale)
NWS \�G�+►Zr,
CHANNEL BED
(Variable)
Natural
"Ground
Length =45 Ft. (+/-)
Min. d = 2.0 Ft.
Type of Liner = CI 'I' Rip -Rap
No Rip Rap Shall Be Placed In Channel Bed
,SEE
1025 Wade Avenue
Raleigh, NC 27605
Tel:[phone]
Fax:[phone]
License: C-2197
SHEET 29C
SITE #30
HARTIS DIANNE S &
WENSIL JANICE 5
CL 'I' RIP RAP BANK
STABILIZATION, TYP.
SEE DETAIL 6, SHT. 2-N
EST 60 TONS
EST 240 SYGF
EMOVE J.
APPEARS TO
CONDITION,
VISUAL
F PIPE U/S
LL SLOPES.
FURTHER STRUCTURAL
D VIDEO.
HAZARDOUS SPILL BA
SEE DETAIL HSB-5,SH'
L 'B' RIP RAP
EST 2 TONS
EST 7 SYGF
SPECIAL
SEE DET
SEE
HARTIS DIANNE S & JANICE S WENSIL
J
O
0
SHEET 29B
OTES:
1. EXISTING PIPE MAY BE RETAINED FOR
TEMPORARY DRAINAGE DURING CONSTRUCTION.
ONCE PROPOSED DRAINAGE SYSTEM IS
INSTALLED AND FUNCTIONING PIPE IS TO
BE REMOVED. THE PORTION OF PIPE
REMAINING UNDER NEW PAVEMENT 15 TO BE
PLUGGED AND THE FILLED WITH FLOWABLE
FILL.
GRAPHIC SCALE
0 ?5 0 0 1Q0
PLANS
SEE SHEET 2-P FOR BRIDGE SKETCH
SEE SHEETS 74, 75, & 76 FOR -LSB- & -LNB- PROFILES
SEE SHEET 92 FOR-Y13RPA- PROFILE
SEE SHEET 93 FOR-Y13RPB- PROFILE
SEE SHEET 94 FOR-Y13RPC- PROFILE
SEE SHEET 95 FOR-Y13RPD- PROFILE
SEE SHEET 110 FOR -Y13- PROFILE
LOCATION:
DESIGNED BY:
CHECKED BY:
LANE STREET
o'-85
COUNTY: C`s•
& ROAN
DATE:
SOATES

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REMOVE DI
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_ END B 1DOE ` "\� z \\1
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'k////O1 / / 1111 I ��. I ®�
-Y13- LANE ST
DHV = 10%
DIR = 55% (WB) '14,000
DUAL = 11%
TTST = 2%
1 4,000
-L- 1-85
DHV = 8%
DIR = 55% (NB)
DUAL =5%
TTST = 14%
3.400
\ 4 800
2008 ADT
2035 ADT
72.000
163,000
9200
15,100
�3.300
5,600
DHV = 10%
DIR = 60% (EB)
DUAL = 9%
TTST =1%
/ \
/\¢\ \—
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HAZA
SEE DETAIL HSB-3, SHT. 2-0
REDO$ NC-
GEOTEXTILE, TYP.
DETAIL 23
PIPE OUTLET CHANNEL
( Not to Scale)
CHANNEL BED
(Variable)
Length=30 Ft. (+/-)
Min. d = 3.5 Ft.
Type of Liner = CI 'I' Rip -Rap
No Rip Rap Shall Be Placed In Channel Bed
1 \\I 00\
DENOTES IMPACTS IN
SURFACE WATER
14.7-7 6' CURB
/' SSREE GANESH LLC
\ kV/
-Y13RPC- PRC
Sto. 26+21.46
ri3RPC- PT Sto. 26+98.67 c
N 5o•n•09.E
'•8
WELLS\FARGO B
. \
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DITCH
T.2-N /
/
DETAIL 6
BANK STABILIZATION
( Not to Scale)
NWS
CHANNEL BED
(Variable)
GEOTEXTILE, TYP.
Type of Liner = CI 'I' Rip -Rap
No Rip Rap Shall Be Placed In Channel Bed
ISLAND-•
—
TYPE -III
GE+u- 5
to. 1+887
APPROACH SLAB
STA•28+10.84
CIRCULAR FOREBAY
SEE DETAIL FB-1
HF.s2-O
C' SPECIAL CUT
4 'V' DITCH
SEE DETAIL 1, SHT. 2-N
3- P1 Sto.32+16.9 =
ISLAND--
. o+oom
15" RCP -III
L CUT
'DI H
SE D IL
CL 'B' RIP RAP
EST. 5 TONS
EST. 14 SYGF
2GI-A
CIRCULAR FOREBAY .
EE DETAIL FB-3 `.
, ``
T.2-O _�
REMOVE DIi .� -`
"HAZA'� T� E L BASIN 4 v,.�I , HSB-', 2-0
SEE DETA
UICE G E
REMOVE DI
REMOVE D1-6.,
24" .' N
EN P PIPE
SPE ' LATE
-Y13RPD— r+ „TV9491'— T. z-N
LAND-B Sto. 3+0820
13- 2+76.69 =
-YI3RPD- 24+ 1,91
-YI3RPC- Sto. 27+2723
CENTRAL ISLAND-B S1o.1+9476
SHT. 2-0
- -709
ALSE SUMP
SEE DETAIL 5
SHT. 2-N
FALSE SUMP 2G1
SEE DETAIL 5
SHT. 2-N
fOREBAY
200'
•v
'SNP
goo
a
GRAPHIC SCALE
200'
PERMIT DRAWING
SHEET 92 OF 114
,,, �,,/;-,-,%,,, �,/�„ ,--�%s= SEE
//ice— — --�
I / /44"; ,,>/,/ —77;/////7_//_____
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/ /*r I
PATTERS N�ANK\J \ �
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MEDIAN V' DITCH
LINE W/PSRM
1 C-DEIALL 22`HT. 2-N
►.- GRU 350 0
/ /ice �� /
FALSE SUMP "'--- \\\ �\
SHE 2 NAIL S %yol- � \ 1
T/E TO EXIST
FENCE
DETAIL 24
CHANNEL CHANGE AT PIPE INLET
( Not to Scale)
GEOTEXTILE, TYP.
NWS
_T
CHANNEL BED
(Variable)
Length =45 Ft. (+/-)
Min. d = 2.0 Ft.
Type of Liner = CI 'I' Rip -Rap
No Rip Rap Shall Be Placed In Channel Bed
PROJECT REFERENCE NO
SHEET NO.
R,W SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMIN/
DO NOT USE PO
RY PLANS
CONSTRUCTION
Bl_`J- THE PARSONS
BRINCKERHOFF
ENGINEERING &
CONSTRUCTION
1025 Wade Avenue
Raleigh, NC 27605
Tel:[phone]
Fax:[phone]
License: C-2197
SET 29C
3/0
IJAN
CL 'I' RIP RAP JAN.
/ STABILIZATION, TY'.
SEE DETAIL 6 SHT. 2-N
I EST 60 TONS
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EST 2 TONS
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ONCE PROPOSED DRAINAGE SYSTEM IS
INSTALLED AND FUNCTIONING PIPE IS TO
BE REMOVED. THE PORTION OF PIPE
REMAINING UNDER NEW PAVEMENT 15 TO BE
PLUGGED AND THE FILLED WITH FLOWABLE
FILL.
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GRAPHIC SCALE
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SEE SHEET 2-P FOR BRIDGE SKETCH
SEE SHEETS 74, 75, & 76 FOR -LSB- & -LNB- PROFILES
SEE SHEET 92 FOR-Y13RPA- PROFILE
SEE SHEET 93 FOR-Y13RPB- PROFILE
SEE SHEET 94 FOR-Y13RPC- PROFILE
SEE SHEET 95 FOR-Y13RPD- PROFILE
SEE SHEET 110 FOR -Y13- PROFILE
LOCATION:
LANE STREET
0 '-85
TIP NO.: COUNTY:
1-5802A
DESIGNED BY:
CHECKED BY:
DATE:
*DATE*

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PROJECT REFERENCE NO.
I-3802A
SHEET NO.
29A
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CONSTRUCTION
B L WTHE PARSONS
R� RHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
0'
50'
PERMIT DRAWING
SHEET 93 OF 114
OVEN WIRE FENCE
-
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SEE DETAIL 5
SHT. 2—N
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29A
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50'
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PRELIMINA
DO NOT USE FOI
RY PLANS
CONSTRUCTION
BLWTHE PARSONS
BRINCKERHOFF
e SEPI
(1161)
CEC NO GN Is NT ER ELI RC I TN I GO &N
1025 Wade Avenue
Raleigh, NC 27605
License: C-2197
50'
PERMIT DRAWING
SHEET 94 OF 114
•
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FALSE SUMP -
SEE -DETAIL 5-
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LINE W/PSRM
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PROJECT REFERENCE NO.
I-3802A
SHEET NO.
296
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50'
GRAPHIC SCALE
PRELIMINA
DO NOT USE FO]
RY PLANS
CONSTRUCTION
B L J T H E PARSONS
BRINCKERHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
0'
50'
PERMIT DRAWING
SHEET 95 OF 114
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HARTIS DIANNE S & JANICE S W

PROJECT REFERENCE NO.
I-3802A
SHEET NO.
296
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GRAPHIC SCALE
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DO NOT USE FO]
.RY PLANS
, CONSTRUCTION
B L �J- THE g� PARSONS
SEPI
C ENGINEERING &
C O N S T R U C TN
I O N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
0'
50'
PERMIT DRAWING
SHEET 96 OF 114
/
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PROJECT REFERENCE NO.
I-3802A
SHEET NO.
29C
R'W SHEET NO.
C
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CL 'I' RIP RAP BANK
STABILIZATION, TYP.
SEE DETAIL 6, SHT. 2—N
EST 60 TONS
EST 240 SYGF
F
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18"
JB w/MH
/
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50'
GRAPHIC SCALE
PRELIMINA
DO NOT USE FO]
RY PLANS
CONSTRUCTION
B L WTHE PARSONS
R� RHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
0'
50'
PERMIT DRAWING
SHEET 97 OF 114
HAZARDOUS SPILL BAIN 5
SEE DETAIL HSB-5, ST. 2-0
48" WOVEN
WIRE FENCE
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PROJECT REFERENCE NO.
I-3802A
SHEET NO.
29C
R'W SHEET NO.
7
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50'
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RY PLANS
CONSTRUCTION
11,R BLYTHE I; URA H 0 F F
e SEPI
(116.11)
CEC NO GN Is NT ER ELI RC I TN I GO &N
1025 Wade Avenue
Raleigh, NC 27605
License: C-2197
50'
PERMIT DRAWING
SHEET 98 OF 114
5
/7
/
g4s31‘1

PROJECT REFERENCE NO.
I-3802A
SHEET NO.
30
R'W SHEET NO.
DENOTES IMPACTS IN
SURFACE WATER
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DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
Ditch
Grade
DETAIL 36
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
1
1.0'min.
GEOTEXTILE
Channel Bed
2.0'
Type of Liner= CL 'I' Rip -Rap
No Rip Rap Shall Be Placed
NWS
Below NWS
TIE TO EXIST.
SPECIAL CUT 'V' DITCH
SEE DETAIL 1, SHT. 2—N
r
r
w
0
0
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z
0
0
HAZARDOUS SPILL BASIN 6
SEE DETAIL HSB-6, SHT. 2-0
CL 'B' RIP RAP
HARTIS DIANNE S & EST 3 TONS
WENSIL JANICE S EST 11 SYGF
TIE TO EXIST.
FENCE
— — FASLE SUMP _ _ — _
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A/G TANK(X2) 'VAR. WD WALL
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DETAIL 35
BANK STABILIZATION
( Not to Scale)
T/F
NWS
CHANNEL BED
(Variable)
:M 454
BL- STA. 371+66 219
ELEV, = G79.99
Natural
ground
2.0', TYP.
GEOTEXTILE, TYP.
Type of Liner = CI 'II' Rip -Rap
No Rip Rap Shall Be Placed In Channel Bed
LOOZ S21S g CNN
100' 0'
VA•A
GRAPHIC SCALE
100'
PERMIT DRAWING
SHEET 99 OF 114
SHEET 30A
STANDARD TAIL BASE DITCH
LINE W/CL 'I'
SEE DETAIL 16, SHT. 2—N O
RADE=9.35% (+/—) Ls-)
CL 'I' RIP RAP AT'MBANKME
SEE DETAIL 36, SHT. 2—N
6,
WENSIL HUBERT SAMUEL & WF
WENSIL EVELYN TROUTMAN
CL 'II' RIP RAP BANK
STABILIZATION, TP
iAm
SEE DETAIL 35, S r." N cc
EST 80 TONS
EST 300 SYGF
TIE TO EXIST.
SITE #32
LINTY
RETAIN CONCRETE DITCH
LATERAL BASE DITCH
LINE W/CL 'I'
SEE DETAIL 26, SHT. 2—N
SEE
RETAIN
CULVERT 3001 APPEARS TO
BE IN GOOD CONDITION
BASED UPON VISUAL
INSPECTION OF PIPE UiS
AND DiS OF FILL SLOPES.
RETAIN HW
TIE TO EXIST.
CL 'I' RIP RAP BANK
STABILIZATION, TYP.
SEE DETAIL 6, SHT. 2—N
EST 30 TONS
EST 190 SYGF
SITE #32
Ii« LA L
EET 30B
l8)
PRELIMINA
DO NOT USE FO]
.RY PLANS
, CONSTRUCTION
11 B L J T H E PARSONS
BRINCKERHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
0
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1. EXISTING PIPE MAY BE RETAINED FOR
TEMPORARY DRAINAGE DURING CONSTRUCTION.
ONCE PROPOSED DRAINAGE SYSTEM IS
INSTALLED AND FUNCTIONING PIPE IS TO
BE REMOVED. THE PORTION OF PIPE
REMAINING UNDER NEW PAVEMENT IS TO BE
PLUGGED AND THE FILLED WITH FLOWABLE
FILL.
SEE SHEETS 76 & 77 FOR -LSB- & -LNB- PROFILES
SEE SHEET 92 FOR-Y13RPA- PROFILE

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PROJECT REFERENCE NO.
I-3802A
SHEET NO.
30
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DENOTES IMPACTS IN
SURFACE WATER
L99— =i
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REMOVE
SPECIAL LATERAL 'V' DITCH N
SEE DE -AIL 20, S 2-N
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\
DENOTES TEMPORARY
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/ 299 \\o s
DETAIL 36
RIP RAP AT EMBANKMENT
( Not to Scale)
Type of Liner= CL 'I' Rip —Rap
No Rip Rap Shall Be Placed
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SEE DETAIL 35, SHT: I�V /
EST 80 TONS \ c I I i
EST 300\SYGF
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DO NOT USE FOR CONSTRUCTION
11 BLYTHE I; WM% H 0 F F
SSEPI
ENGINEERING &
CONSTRUCTION
1025 Wade Avenue
Raleigh, NC 27605
License: C-2197
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INSTALLED AND FUNCTIONING PIPE IS TO
ENT IS TO BE
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/
FILL.
SEE SHEETS 76 & 77 FOR -LSB- & -LNB- PROFILES
SEE SHEET 92 FOR -Y13RPA- PROFILE

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SEE DETAIL 16, SHT. 2-N cp,
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SEE DETAIL 36, SHT. 2-NI' $O
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EST 80 TONS
EST 300 SYGF
24"
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03
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F
50'
GRAPHIC SCALE
PROJECT REFERENCE NO.
I-3802A
R'W SHEET NO.
PRELIMINA
DO NOT USE FO]
SHEET NO.
RY PLANS
CONSTRUCTION
BLYTHE PARSONS
BRINCKERHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
0'
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
50'
PERMIT DRAWING
SHEET 101 OF 114
18"

PROJECT REFERENCE NO.
I-3802A
SHEET NO.
30A
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
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PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
11 BLYTHE I; URA H 0 F F
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CEC NO GN Is NT ER ELI RC I TN I GO &N
1025 Wade Avenue
Raleigh, NC 27605
License: C-2197
50'
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BASED UPON VISUAL
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STABILIZATION, TYP.
SEE DETAIL 6, SHT. 2—N
EST 30 TONS
EST 190 SYGF
Q10=39.7 CFS
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SITE #32
T� RK=Y ROA9
TEMPORARY IMPACTS
IN SURFACE WATERS
FROM RIGHT—OF—WAY
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-
-
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-
50'
GRAPHIC SCALE
PRELIMINA
DO NOT USE FO]
.RY PLANS
, CONSTRUCTION
B L J T H E PARSONS
BRINCKERHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
0'
50'
PERMIT DRAWING
SHEET 103 OF 114
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I-3802A
SHEET NO.
306
R'W SHEET NO.
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, CONSTRUCTION
e SEPI
(1111)
CEC NO GN Is NT ER ELI RC I TN I GO &N
1025 Wade Avenue
Raleigh, NC 27605
License: C-2197
50'
GRAPHIC SCALE
PERMIT DRAWING
SHEET 104 OF 114
\ \/ i: l‘l \) \) \ > \ : --\,\\
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100'
0
100'
PROJECT REFERENCE NO.
I-3802A
SHEET NO.
32
R'W SHEET NO.
c
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ROWAN COUNTY
SPECIAL CUT 'V' DITCH
SEE DETAIL 1, SHT. 2-N
J15" RCP -III B-77/
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SEE DETAIL 12, SHT. 2-N
CLAUDE WALLACE &
MARGARET SHERRIN KUYKENDALL
48" WW W/ IS BW
GRAPHIC SCALE
PERMIT DRAWING
SHEET 105 OF 114
SEE
SHEET 32B
LATERAL BASE DITCH
LINE W/CL '1'
SEE DETAIL 25, SHT. 2-0
MCGUIRE RUBY EL
THOMAS MCGL
TIE TO EXIST.
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GRADE =
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HAZARDOUS SPILL BASIN 7
SEE DETAIL HSB-7, SHT. 2-N
CL 'I' RIP RAP BANK
STABILIZATION, TYP.
SEE DETAIL 6, SHT. 2-N
EST 25 TONS
EST 85 SYGF
CL 'B' RIP RAP
EST 7 TONS
EST 22 SYGF
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SEE DETAIL 30.SHT, 2-N
SEE SHEET 32A
PRELIMINA
DO NOT USE FO]
RY PLANS
CONSTRUCTION
B L J T H E PARSONS
BRINCKERHOFF
SEPI
C ENGINEERING
C O N S T R U C TN
I O & N
1025 Wade Avenue
Raleigh, NC 27605
Te1:919-789-9977
Fax:[phone]
License: C-2197
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CL 'I' RIF RAP BANK
STABILIZATION, TYP.
SEE DETAIL 6, SHT. 2-N
EST 25 -ONS
EST 85 SYGF
RETAIN
CULVERT 3201 APPEARS TO
BE IN GOOD CONDITION,
BASED UPON VISUAL
INSPECTION OF PIPE U/S
AND D/S OF FILL SLOPES.
RETAIN
\
NOTES:
1. EXISTING PIPE MAY BE RETAINED FOR
TEMPORARY DRAINAGE DURING CONSTRUCTION.
ONCE PROPOSED DRAINAGE SYSTEM IS
INSTALLED AND FUNCTIONING PIPE IS TO
BE REMOVED. THE PORTION OF PIPE
REMAINING UNDER NEW PAVEMENT IS TO BE
PLUGGED AND THE FILLED WITH FLOWABLE
FILL.
SEE SHEET 78 & 79 FOR -LSB- & -LNB- PROFILES