20201196 Ver 1_R5737_Permit Drawings_20201006_20201028

(Version 2.08; Released April 2018)
50195.1.2 TIP No.:R-5737 County(ies):Davidson Page 1 of 3
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2040 Existing:Year:
Aquatic T&E Species?No Comments:
no N/A
N/A
N/A
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
ac.
Existing 12' travel lanes with varying shoulders
21400
[e-mail]
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
N/ABuffer Rules in Effect:SD
mercury (Hg)
19300
R-5737 project is a conversion of the at grade intersection to an interchange at US-29-70
and SR 1798 (Old Greensboro Rd). Typical section is a three lanes with 12' widths
divided highway with varying shoulders and with 24' median.
Waterbody Information
2019
NCDWR Stream Index No.:
50195.1.2
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
Roadway runoff flows to grass shouders in fill sections. Pipe systems include riprap pads at outfalls. One outfall located at RPD 20+20 lt uses a energy dissipator to reduce the
velocity of the flow out of the pipe network. A 5' lateral base ditch at RPD Station 13+00 LT was added to replace the jurisdictional stream that is being filled by the roadway,
which also helped with realigning the existing outfall of the 60" pipe that is currently eroding the fill slope.
2610 Wycliff Road
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
Hydraulics Unit Address:
General Project Information
R-5737
WBS Element:
Roadway WideningWBS Element:
STEVE BONDOR, PE - DewberryNCDOT Contact:
919-707-6711
Suite 410
Raleigh NC 27607
Contractor / Designer:
919-881-9939
[e-mail]
Raleigh NC 27610
Address:
4/24/2019
DavidsonDavidson
GALEN CAIL, PE
1000 Birch Ridge Drive
River Basin(s):
City/Town:
32.0
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
Urban
Rich Fork 12-119-7
29.0
1.36
Project Description
Proposed Project
Yadkin-Pee Dee
Supplemental Classification:
Wetlands within Project Limits?
(Version 2.08; Released April 2018)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
50195.1.2 TIP No.:R-5737 County(ies):Davidson Page 2 of 3
Aquatic T&E Species?No Comments:
N/A
No
Aquatic T&E Species?No Comments:
No N/A
N/A
Aquatic T&E Species?Comments:
(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
NRTR Stream ID:
Surface Water Body (4):
Impairments:
Buffer Rules in Effect:N/A
WBS Element:
Surface Water Body (2):
Buffer Rules in Effect:N/A
Additional Waterbody Information
Abbotts Creek NCDWR Stream Index No.:
Abbotts Creek NCDWR Stream Index No.:12-119-(4.5)
12-119-(6)
NRTR Stream ID:
Class CPrimary Classification: NCDWR Surface Water Classification for Water Body Supplemental Classification:
Other Stream Classification:
Impairments:chlorophyll a
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A
Supplemental Classification:
Supplemental Classification:
Other Stream Classification:
Buffer Rules in Effect:
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
NCDWR Stream Index No.:
Primary Classification:
Other Stream Classification:
Water Supply III (WS-III)
None
Primary Classification:
NRTR Stream ID:
Impairments:mercury (Hg)
Surface Water Body (3):
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A
NCDWR Surface Water Classification for Water Body
(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
Deck Drains Discharge Over Water Body?
NCDWR Surface Water Classification for Water Body
(If yes, provide justification in the General Project Narrative)
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(Version 2.08; Released April 2018)
TIP No.:R-5737 County(ies):Davidson Page 3 of 3
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water Body Riprap Type
Drainage
Area
(ac)
Conveyance
Structure
RPD 20+20 LT
Preformed Scour Holes and Energy Dissipators
2.0
WBS Element:
7
Highway Stormwater Program
Additional Comments
North Carolina Department of Transportation
V10
(fps)
Energy Dissipator
Type
Riprap Energy
Dissipator Basin
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
BMP
Associated w/
Buffer Rules?
Pipe2.6Class I
Q10
(cfs)
Pipe/Structure
Dimensions
(in)
37.4 N/A30
* Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.
SITE 2
SITE 5 SITE 4
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 13
PERMIT DRAWING
SITE 3
R5737_Permit Drawings_20190424.pdfDEWBERRY20190424SITE 1A
SITE 1B

GRADING, DRAINAGE, PAVING

D
T
V
=
=
=
=
=
=
9
60
9
%
%
MPH

FUNC CLASS =
ARTERIAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
0
7/1/2019 11:21:34 AM...\Drawings\R5737_Rdy_TSH.dgnUSER: comooreCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA50 25 50 100
100502550
10 5 10 20
NC COA No. F-0929
PLANS PREPARED FOR NCDOT BY:
PHONE: [phone]
RALEIGH, NC 27607
SUITE 410
2610 WYCLIFF ROAD
VICINITY MAP
DUAL 4%* TTST 5%
See Sheet 1A For Index of Sheets
DENNIS J. MORY, P.E.
WILLIAM E. TILLITT, P.E.
AND STRUCTURES
DAVIDSON COUNTY
R-5737
R-573750195.1.1
ADT 2019
ADT 2040
19300
21400
60
2018 STANDARD SPECIFICATIONS
NCDOT CONTACT: AL BLANTON, P.E.
PROJECT R-5737
BEGIN TIP
PROJECT R-5737
TIP END
Walker Blvd.Clarkann Dr.College
Blvd.RidgeRd.RidgeRd.Water
Rd.Bl
ackSa
wmill
R
d.AveryEssickRd.CityLakeRd.Rd
.John
Ward
Rd.
Academy
Dr.
Olivia
Dr.ArrowheadDr.Pilgrim
Ct.Le
e
Smit
hRd.TurnerRd.LakeRd.Upper
La
ke Rd.
Beechwood
Dr.
AshburyDr.BrantleyDr.Jackson
Blvd.Lee Ave.KiwanisKiddie
KampRd.Evans Rd
Longvi
e
w RdPack Dr
Pilgrim
Church
Reformed
Pilgrim
Lutheran
Church
SOUTHERN
coll.
Comm.
County
Davidson
City
Lake
C
hu
rch
La
ke
R
d.
RAILWAY
Tom-A-Lex
Lake RdGreensboroOld70
29 85
BUS
Old US Hwy 29
70
29
85
BUS
TO
TH
O
M
A
SV
ILL
E
TO LEXINGTON
OLD GREENSBORO RD (SR 1798) AND
I-85 BUS/US 29-70 TO INTERCHANGE
BEGIN CONSTRUCTION
-Y4- POT Sta. 10+00.00
4 5
6
7
89BEGIN CONSTRUCTION
-Y1- POT Sta. 10+00.00
US 29-70 / I-85 BUS
-L-
-L- POT Sta. 84+60.00
END CONSTRUCTION
END TIP PROJECT R-5737
-
Y
4--Y1--Y1-END CONSTRUCTION
-Y5- POT Sta. 11+00.00
PE
RICH CREEK
ABBOTTS CREEK
ABBOTTS CREEKAUGUST 30, 2018
END CONSTRUCTION
-Y1- POT Sta. 33+25.00
END CONSTRUCTION
-Y2- POT Sta. 16+00.00

CONVERT AT-GRADE INTERSECTION OF
STRUCTURE LENGTH BASED ON -L- NB STATIONING.
(CALDCLEUGH RD)
-Y3- SR 1874
TOTAL LENGTH TIP PROJECT R-5737 = 1.362 MILES
LENGTH STRUCTURE TIP PROJECT R-5737 = 0.042 MILES
LENGTH ROADWAY TIP PROJECT R-5737 = 1.320 MILES
STATEWIDE TIER
% *
N
O
R
TH
B
O
U
N
D
SOUTHBOUND
50195.2.1 ROW & UTIL.
10
-L- POT Sta. 12+70.00
BEGIN CONSTRUCTION
BEGIN TIP PROJECT R-5737
-Y3- POT Sta. 10+00.00 AH
-Y6- POT Sta. 35+31.54 BK
U
S 29-70 / I
-85 BU
S-L--L- POC STA. 59+93+/- LT
BEGIN SB BRIDGE
-L- POC STA. 59+87+/- RT
BEGIN NB BRIDGE
-L- POC STA. 62+17+/- LT
END SB BRIDGE
-L- POC STA. 62+11+/- RT
END NB BRIDGE
JAN 21, 2020
THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
-Y6- SR 1874 (CALDCLEUGH RD)
(OLD GREENSBORO RD)
SR 1798
-Y5- OLD US 29(OLD GREENSBORO RD)-Y1- SR 1798
DAVI
DS
ON COUNTY CC-Y2-
S
R 19
2
9 SABBOTTS CREEK
RICH CREEK
ABBOTTS CREEK
ATM
PONDING
WET WEATHER NAD 83NAD 8 3 / 2 01 1
7
MATCH TO SHEET 6 - -L- STA. 50+00.00MATCH TO SHEET 8 - -L- STA. 75+00.00M
A
TC
H

TO

SH
E
E
T
9 - -Y
1-
S
TA
. 13+00.00LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
0
GRAPHIC SCALE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6/2/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS SEE SHEET XX FOR DETAILS
SEE SHEET 22 FOR -RPD- PROFILE
SEE SHEET 21 FOR -RPC- PROFILE
SEE SHEET 20 FOR -RPB- PROFILE
SEE SHEET 19 FOR -RPA- PROFILE
SEE SHEET 18 FOR -C3- PROFILE
SEE SHEET 18 FOR -C2- PROFILE
SEE SHEET 17 FOR -Y4- PROFILE
SEE SHEET 16 FOR -Y3- PROFILE
SEE SHEET 16 FOR -Y2- PROFILE
SEE SHEET 15 FOR -Y1- PROFILE
SEE SHEET 13 FOR -L- PROFILE
VPD IN 100s*
*
2040
2019
TRAFFIC DATA
182
163
56
51
2
1
1-
1-
B
C D
A
I-85 BUS
US 29-70/
78
71
22
20
214
193
2
1OLD GREENSBORO RD. SR 1798BRIDGE SKETCH24'10'4'4'24'10'16'24'-Y1- POT Sta. 17+04.85
-L- POC Sta. 61+02.86 =
-L- POC STA. 59+96+/-
BEGIN BRIDGE -L- POC STA. 62+16+/-
BEGIN BRIDGE
-L- POC STA. 62+10+/-
END BRIDGE
-L- POC STA. 59+90+/-
BEGIN BRIDGE
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
0'100'100'
SHEET 2 OF 13
PERMIT DRAWING
SITE 3
R5737_Permit Drawings_20190424.pdfDEWBERRY04/24/2019SITE 2
ENLARGED AREA 1
ENLARGED AREA 3
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
V10=2.0 FT/S
Q10=37.4 CFS
SITE 1B
SITE 1A
WET
7/1/2019
7/1/2019100505025
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
R-5737

R-5737 DAVIDSONRAPRIP RAPRI
P
C
U
R
B CURBCURBC
U
R
B
CU
RBCURBCURBCURBCURBCURBCUR
BCURB
CURB
SR 1798 OLD GREENSBORO RD 50' BSTPA BSTPA BST
PA BST
P
A
BS
T
PA BST
PA BSTPA BSTP
A BS
T
PA BSTPA BST
PA BSTPA BSTP
A
BST
P
A
BS
T
PA BST
PA BST
P
A
BS
T
GR
CONCC
O
N
C
MTL
1S
BK S
CHOOL
1SBKBUS
1S
B
K
B
US
20' GR
1SBKBUS
BUS
1SBK
GR
GR
GR
96" C
HL 3S
B
W96" CHL 3SBW96" CHL 3SBW96" CHL 3SBW
96" CHL 3SBW48" CHL 48" CHL
3SBW
96" CHL
PA GR1SBLKBUS 72"CHL 3SBW72"CHL 3SBW
72"CHL 3SBW72"CHL 3SBW
25' BST
BSTBSTBST(PRIVATE)
8"P
VC
S12
"PVC
1
2
"PVC12"PVC
8"PVC
8"PVCINV
=
6
9
6
.
2
1'INV
=
6
9
6
.3
1'
TO
P
=
7
0
2
.7
1'
MH
INV=696
.70
'
INV=696
.70
'
TOP=709
.80
'
MH
INV
=6
9
7
.8
8'
8
" INV=
7
0
5
.6
8'INV
=7
0
2
.7
8'
TO
P=
7
11.3
8'
MH12"PVCINV
=
7
0
7
.3
5'
TO
P=7
16
.2
5'
MH
I
NV=709.95'
I
NV=710.05'TOP=716.85'MHINV=726.97'INV=727.27'TOP=736.27'
MH
15" RCPW/ FES
W/ FES
INV=728.32'INV=728.42'TOP=733.72'
M
H
INV=734.97'INV=735.22'
TOP=740.47'
MH
INV=737.08'
INV=737.28'
TOP=743.58'
MH
INV=680
.61'60" RCP24" RCP15" RCP
18" RCP
D
I
TOP=703
.22'
TOP=710
.13'
CB
INV=698
.48'
END NOT FOUND
TOP=709.83'
CB
INV=705.83'
TOP=711
.41'
MH
INV=696
.31'
I
NV=7
19.2
4'
I
NV=717.54'15" RCPTOP
=7
2
3.12'MHTOP
=
7
2
2.4
8'TOP=7
2
2.
4
8'I
NV=7
19.
12'
I
NV=7
18.
7
3'I
NV=7
18.
6
3'CBCBI
NV=7
19.7
8'
INV=729.23'18" CMP
10" HDPEINV=735.77'TOP=736.09'DIINV=734.14'INV=732.99'INV=732.71'INV=732.91'CBTOP=736.36'INV
=
6
9
2
.16'
D
I18
" RCP
INV
=
6
8
6
.9
8'
DEBR
IS
FULL
OF
TOP=6
94
.6
6'
DI
TOP=721.98'
15" RCP
INV=719.38'
INV=717.31'
DI
TOP=723.91'
INV=710.61'
INV=710.61'15" RCP24" RCPINV=719.62'
TOP=723.77'
INV=721.37'
DI
18" RCPDI
TOP=732.50'18" RCPINV=729.40'
DI
TOP=736.59'
FULL OF DEBRIS
FLOOR=730.5+-'
DI
TOP=734.91'18" RCPINV=726.91'24" CMP15" RCP-INV=728.36'
DI
INV=727.50'
TOP=735.04'
W/ FES
INV=727.24'
INV=729.75'
STRUCTURE
PLUGGED INSIDE
15" RCP IS
18" RCPINV=731.54'
18" RCP W/ FES
INV=729.76'W/ FES
INV=728.61'
18" RCPW/ FESINV=721.46'
W/ FESINV=727.44'
15" RCP
W/ FESINV=738.90'
W/ FESINV=739.53'
W/ FES
INV=703.65'
W/ FES
INV=740.47'
W/ FES
INV=713.50'
S
S
T T
S
H
HHH
NOT FOUND
END
FULL OF DEBRIS
W/ FES
INV=726.0'+-
15" RCP
15" RCP
15" RCP
INV=728.47'
TOP=737.60'MHINV=729.40'
FOUNDEND NOT 15" RCP15" RCP MONOLI
THI
C CONC I
SLANDM
ONOLITHIC CONC ISLAND
1
8
" C&G18"
C
&G18" C&GGRASS GR
ASS
MONOLITHIC CONC ISLAND
MONOLITHIC CONC ISLAND
MONOLITHIC CONC ISLAND
SR 1798 OLD GREENSBORO RD 25' BST
GRAS
S24" C&G24" C&G24" C&G24" C&G24" C&G
2
4
" C&G30" C&G30" C&G
30" C&G
GRASSGRASS
GRASS
GRASS
GRASS GRASS
GRASS
BST
BST
BST
B
ST
B
ST
GRA
S
S
VEGETATION
US 29-70 / I-85 BUS 30' BST
US 29-70 / I-85 BUS 30' BST
SALEM BRASS, INC
BOEURN TIM & KAN PHON
KIMBERLY W. FURR
THOMAS A. AND
SOUTHEAST LLC
TIME WARNER CABLE
COLLEGE FOUNDATION HOLDINGS, LLC
DAVIDSON COUNTY COMMUNITY
DB 1189 PG 1239
UTILIT
Y EASE
MENT
DB 1625 PG 342
60'
ACCESS EASE
MENT
DB 1043 PG 1996
5' SEWER EASEMENT
DB 1043 PG 1999
5' SEWER EASEMENT
729.50'INV=
DB 1954 PG 144UTILITY EASEMENT
EXISTING R/W
EXISTING R/W
E
XISTIN
G
R/WEXISTING R/W
EXISTING R/W
E
XISTIN
G
R/WEIP
EIP
EIP
EIP EIP
EIP
R/W MON
R/W MON
R/W MON
715.04'
INV=
EIP
EIP
EIP
EIP
EIP
EIP
EIPEIP
R/W MON
R/W MON
R/W MON
R/W MON
EIP
FO
U
N
D
ATIO
N
H
OLDIN
GS, LLC
C
O
MM
U
NITY C
OLLEGE
D
AVIDS
O
N C
O
U
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DB 1470 PG 1441
EASE
MENT
ACCESS/
UTILITY
S
DB 1470 PG 1441
DRAINFIELD ACCESS AND DRAINFIELD EASEMENT
DP
C
O#17
D
A
VIDS
O
N E
MC
171-32-38-91
31-19-36
DAVIDSON E
MC
36-09-08
#35
DPCO
DPCO
#E32
DPCO
36-19-15
36-19-14
36-19-1336-19-53
36-19-54
804-12
803-436-19-20 803-519-21
D A V IDSO N EM C
20-06-51
DAVIDSON EMC
36-19-52
DAVIDSON EMC
802-13LEX TELCO
60-13
BARE POLE
S
GRASSGRAVEL
S RCP18" S
S
SS
ABANDONED
POSS
IBLY
T
EIP
AIR/
V
A
C
P
VT LT
S
60"WW
RIPRAP
RIPRAP
ELE CAB
CONC
CONC
CONC
CONC
CONC
CONC
CONC
2
4" RCPS
PV
T

L
TRCP15" CONC
EIP
15" RCP
9'SOILP
VT LT
P
VT LT
PVT LTPVT LTPVT LT18" INV=694
.62'
15" INV=697
.72'
24"N
INV=690
.22'
24"W
INV=696
.32'
60" INV=689
.02'
24"C&G
24"C&G
N I
NV=7
19.3
2'W I
NV=7
19.12';;
;;
PAVED DITCH
PAVED DITCH18" RCP;
;
EIP
EIP
NAIL MONR/W 18" RCPINV=714.15'
INV=712.14'
2" PL
SERVICE
VALVESERVI
CEVALVESERVICE
VALVE
SERV
ICE
6" STL
6" STL 6" STL
6" STL
4" P
L
6" STL
4" PL
4" P
L4" PL
PLUG
2" GALV
2" GAL
VT
HH
TT
T
HH
HH
HH
HH8" A
C 8" AC
8" AC
8" AC
4" PLTO
P
=
7
3
4
.41'
COVER MISSING)DUE TO MANHOLEEDGE OF MANHOLE(ELEVATION ON THETOP=741.61'
VAULTPUMP STATION
TOP=724.61'
SAN
ITARY
SEW
ER
GRAV
ITY
INV
=
7
2
6
.0
8'
ATM
C
O
N
C
KAN PHON
BOEURN TIM &
STANLEY M. SOUTHERN
(1-4" EMPTY CONDUIT)
(1-4" CONDUIT W/2-12, 24, 48 STRAND FIBER)
2-4" CONDUITS
(1-4" CONDUITS W/48 STR FIBER)
(1-4" CONDUITS W/24 STR FIBER)
(2-4" CONDUITS W/12 STR FIBER)
4-4" CONDUITS
;
-BL- 14
20' BST OLD GREENSBORO RD
SR 1798
-BY- 19
PONDING
WET WEATHER
SR 1874 CALDCLEUGH RD 20' BST
-BY- 20
BM4
DAVIDSON COUNTY COMMUNITY COLLEGE
-BL- 15 SR 1929 DAVI
DSON COMMUNTI
Y COLLEGE RD 21' BSTEDUCATION CENTER
INDUSTRIAL
DAVIDSON COUNTY
TRUSTEES OF THE
FOUNDATION HOLDINGS, LLC
COMMUNITY COLLEGE
DAVIDSON COUNTY
DAVIDSON COUNTY COMMUNITY COLLEGE505560 657075-L- TS Sta. 57+90.64
-RPC-152025-Y1--Y 1-
-Y1-
-Y3-
-Y3- PT Sta. 32+66.40
-R
PA
-NAD 8 3 / 20 11
-Y1-101520-RPD- ST Sta. 15+13.57-RPD- CS Sta. 14+13.57-RPD-
-L- SC Sta. 58+90.64
-Y3- PC Sta. 31+22.26
-Y3- PT Sta. 24+62.54
-Y3- PC Sta. 25+01.60
-Y3- PC Sta. 21+89.49-Y3- PT Sta. 21+63.49
-RPC- PT Sta. 20+38.01
GREU TL-2
GREU TL-2-Y2- POC Sta. 16+00.00END CONSTRUCTION-Y2-
-Y2
-
-C2- PCC Sta. 10+45.90
-Y1- POT Sta. 15+92.11
-C2- PT Sta. 15+80.54 =
-C2- PC Sta. 10+00.00 =
-C2- PCC Sta. 15+34.64
-C2- PCC Sta. 13+36.17
-C2-
-Y1- POT Sta. 16+26.72
-RPD- POT Sta. 23+82.84 =
-C2- POC Sta. 15+58.46
-RPC- PT Sta. 27+14.41 =
-C2- POC Sta. 12+65.13
-RPA- PT Sta. 23+79.42 =
-L- SC Sta. 63+04.25
-L- CS Sta. 62+54.25
-C2- PCC Sta. 12+44.37
-Y1- POT Sta. 17+04.85
-L- POC Sta. 61+02.86 =
-RPA- PRC Sta. 22+93.45
-RPA- PRC Sta. 20+17.31
-RPA- PRC Sta. 21+28.27
-RPC- PRC Sta. 24+50.78
-RPC- PRC Sta. 25+82.39
-RPC- PCC Sta. 26+60.741520-Y1- POT Sta. 17+85.88
-RPB- POT Sta. 24+04.39 =
-RPB- PRC Sta. 15+05.88
GR-IA
152025101520202530-Y1- PC Sta. 19+28.81 -Y1- PT Sta. 24+06.03-Y1- PC Sta. 24+26.32-Y1- PC Sta. 27+53.01
-Y1- PC Sta. 22+64.27
-Y3- PCC Sta. 26+31.55
-Y2- PC Sta. 15+48.42-Y2- PT Sta. 19+36.76-Y2- PC Sta. 21+82.1310
2025101520-RPA- ST Sta. 11+20.00-RPA- PC Sta. 14+59.45-RPB- PT Sta. 21+26.14
-7.5863%7.9341-6.0517%7.3635-3.8034
%7.7793
-2.0390
%
5.4280
-2.3502%
20.3927
-1.7665%
10.7961
GREU TL-3
-L- POC Sta. 74+79.69 (36' RT)-RPD- CS Sta. 10+00.00 =-Y3- POT Sta. 33+59.53
-Y2- POT Sta. 10+00.00
-Y1- PI Sta. 22+12.29 =
-C3- PT Sta. 12+63.89
-C3- PC Sta. 10+00.00 =
-Y1- PT Sta. 26+98.47
-RPC- PC Sta. 23+27.63
-Y1- PT Sta. 20+86.79
-Y3- PC Sta. 20+69.01
-RPD- CS Sta. 11+00.00GREU TL-3.02.02.03.0316'PS10'18'
18'
.
0
2
15:1
15:1 TYPE B-77
TYPE B-77 TYPE B-77
TYPE B-77
18'16'PS10'PS10'PS10'16'PS10'.022'-6" C&GEXWY GUTTER
+70 BEG.
.02
.01
.0 0.01.
0
0
5
.0
0
.02.02
.01
.00
(TYP.)20'.01
.01
.01BEG. C&G
EXWY GUTTER
+59.00 END
TRUCK APRON
+93.75 BEG.
EXWY GUTTER
+13 END
EXWY GUTTER
+85.00 END
.02
END C&G
+38.61 PS12'GREU TL-3
8:1
4
5
6
9
7
8
8
10
C
A
4
FS FSCBCBDI
TB 2GI
TB 2GI
TB 2GI
18" RCP-III 18" RCP-III 18" RCP-III 18" RCP-III TB
2GI
TB
2GI
TB
2GI
TB
2GI
2GI 2GI
15" RCP-III
RETAIN
REMOVE DI
RETAIN
OF
EX
IST
. 18" P
IPE
REMOVE
+/- 4'
6
0" RCP-III
18" CSPTB
2G
ITB
2G
ITB
2G
I18
" RCP
-III FLOWABLE FILL
TB 2GI
FLOWABLE FILL
FLOWABLE FILL
RETAIN
TB 2GI
TB 2GI
TB 2GI
TB 2GI
REMOVE DI
CB
CB
CB
CB
REMOVE
CB
CBCBTB 2GI
TB 2GI
TB 2GI TB 2GI TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
15" RCP-III RETAIN
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
2GI
TB 2GI 2GI
15" RCP-III
2GI
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
CL B RIP RAP
076715" RCP-III
TB JB w/MH
TB 2GI
24" RCP-III24" RCP-III 18" RCP-III 30
" RCP
-III30" RCP-III
15" RCP-III
24" RCP-III18" RCP-III 18" RCP-III 18" RCP-III COLLAR
RETAIN
RETAIN
RETAIN
REMOVE DI
2GI TB
REMOVE CBRETAIN
CB
CB
CB
18" RCP-III
15" R
CP-III
CBCBCB
CB
RE
MOVE
18" RCP-III 18" RCP-III
18" RCP-III TB 2GI
18"
R
C
P-III
18" RCP-III
24" RCP-III
2
4
" C
SP
18" RCP-III
18" RCP-III
CB 18" RCP-III
CB
18" RCP-III 18" RCP-III CB
15" RCP-III
SEE DETAIL 7B
LATERAL 5' BASE DITCH
RETAIN 18" RCP-III 18" RCP-III CB
REMOVE
18" RCP-III 18" RCP-III 18" RCP-III D
IDICB
18" RC
P-III 18" RCP-III TB 2GI18" RCP-III 2GI
REMOVE
REMOVE
REMOVE
TB 2GI18" CSP15" RCP-III
7 SY GEOTEXTILE
3 TONS
PROTECTION
OUTLET
CL B. RIP RAP
DETAI
L 9ACL B RI
PRAPTOE PROTECTI
ONRCP-III 18" RCP-III 18"
CB RCP-
II
I 18" RCP-III 18" 7 S.Y GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAPRCP-III 18" RCP-III
18"
RCP-III 18" SEE
D
E
T
A
IL 7A
B
E
RM
D
R
A
IN
D
ITC
H
RCP-III
18"
RCP-III 18" 2GI
TB
2GI
TB RCP-III 18"RCP-III24" RCP-III 18" RCP-III 18" HW
15" RCP-III
2 CY SEDIMENT
CLEAN OUT
CB
CB
2GI18" RCP-III 18" RCP-III 18" RCP-III 0790
COLLAR
6
0
" RC
P
-IIIJB w/MH
45 SY GEOTEXTILE
30 TONS
DETAIL 7C
ENERGY DISSIPATOR BASIN
CL I RIP RAP
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
CL B RIP RAP
2:
1
b
( Not to Scale)
D
2:
1 2:1
BERM 'V' DITCH
DETAIL 7A
b=5.0Ft.
Min. D=1.0Ft.
Ground
Natural
RDWY
LOCATION
Y1 STA. 18+65 TO STA. 20+66 LT
DDE
CY TON SYRIP-RAPCL BFABRICGEOTEXTILELOCATION
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
DETAIL 7B
b=5.0Ft.
B=5.0Ft.
Max. d=3.0Ft.
Min. D=2.5
*When B is < 6.0'
Type of Liner= CL. 1 Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
-L- STA. 72+05 TO STA. 73+52 RT 382154783
DI
RPD STA. 20+20 LT
PLAN
F
C
B
CL 1 RIPRAP ENERGY DISSIPATOR BASIN
DETAIL 7C
C SECTION
2:1
2:
1
WoCULVERT
2:1+
RIP RAP NOT SHOWN
APRON
2:1
CL
2:12:1+RIP RAP NOT SHOWN
G
DISSIPATOR POOL APRON
2:1E
2:1
CULVERT
A
Wo
D
FI
LL S
L
OP
E
L
A
B
C
D
E
F
G
RIP RAP BASIN #
1
ALL DIMENSIONS APPROXIMATE
BASIN #LOCATION (AT OUTLET)
1
(ft)
DIM.
2
1.5
3
1.5
7
30
14
RPD 20+20 LT
CL
GROUND
NATURAL
GEOTEXTILE
30" CSPO
U
T
S
ID
E O
F
S
LO
P
E
S
TA
K
E
R
E
TA
IN

C
O
N
C
R
E
T
E D
IT
C
H
SEE DETAIL 7D
RIPRAP ON BANKS ONLY
RIRPAP PAD AT JURISDICTIONAL STREAM
2:12:1
Exist Channel
( Not to Scale)
RPD STA. 11+28 LT
DETAIL 7D
D= Pipe Dia.
Type of Liner= CL II Rip-Rap
Ground
Natural
Geotextile
D
F
F
F
F
F
F
F
F
F
F
C
C
F
C
C
F
F
C
C
C
C
C
C
C
C
CF C C F C
F
C
F C
C
C
C C
C
C
C
C C
C
C
F
FF
F
C
C
C
CCC
C
C
C
CF
F
F
C
C
CCCCCCCCCCCCCCCCCCCCC
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
C C C
C
C
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C C
CCCCFCCCCCCCF
F
F
F
F
F
F FFF
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C CCC
C
C
C
7
MATCH TO SHEET 6 - -L- STA. 50+00.00MATCH TO SHEET 8 - -L- STA. 75+00.00M
A
TC
H

TO

SH
E
E
T
9 - -Y
1-
S
TA
. 13+00.00LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
0
GRAPHIC SCALE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6/2/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS SEE SHEET XX FOR DETAILS
SEE SHEET 22 FOR -RPD- PROFILE
SEE SHEET 21 FOR -RPC- PROFILE
SEE SHEET 20 FOR -RPB- PROFILE
SEE SHEET 19 FOR -RPA- PROFILE
SEE SHEET 18 FOR -C3- PROFILE
SEE SHEET 18 FOR -C2- PROFILE
SEE SHEET 17 FOR -Y4- PROFILE
SEE SHEET 16 FOR -Y3- PROFILE
SEE SHEET 16 FOR -Y2- PROFILE
SEE SHEET 15 FOR -Y1- PROFILE
SEE SHEET 13 FOR -L- PROFILE
VPD IN 100s*
*
2040
2019
TRAFFIC DATA
182
163
56
51
2
1
1-
1-
B
C D
A
I-85 BUS
US 29-70/
78
71
22
20
214
193
2
1OLD GREENSBORO RD. SR 1798BRIDGE SKETCH24'10'4'4'24'10'16'24'-Y1- POT Sta. 17+04.85
-L- POC Sta. 61+02.86 =
-L- POC STA. 59+96+/-
BEGIN BRIDGE -L- POC STA. 62+16+/-
BEGIN BRIDGE
-L- POC STA. 62+10+/-
END BRIDGE
-L- POC STA. 59+90+/-
BEGIN BRIDGE
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
0'100'100'
SHEET 3 OF 13
PERMIT DRAWING
SITE 3
R5737_Permit Drawings_20190424.pdfDEWBERRY04/24/2019SITE 2
ENLARGED AREA 1
ENLARGED AREA 3
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
V10=2.0 FT/S
Q10=37.4 CFS
SITE 1B
SITE 1A
670672672672673
673
674
674674675
675675 6766766766
7
7
677
677678
678679679
679679680680
6806806
8
1681
681681
682
682682683
683683684
684684
684684
684
685
6856
8
5
6
8
6686
686686686
687687
687
687687
687688 6
8
8
688688688688
689
689689689
689689689689
689
689
690690690
690690690 69069
1
691691
691691691691
691691691691692
692692692
692692692692
692692692692
693
693
693
693
693693693
6
93
693693693693694694694
6
9
4 694694694
6
9
5
695695
695
695695695 695695
696
696696
696
696696696696 696696696697697697697697697
697 697697
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9
7
6
9
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698
698
698698698698 698698698699699699699
699 699699 699699699700
700
700700700
700700700
700700700
701
701
7017
0
1
701
701701701701701701701702702
702
70270
2702
702702702702702702 703
703
703
703
703703
703703703703
703703703704
704
704
704704704
704704704704704
705
705
705
705
705
705
7
0
5
705705705705705706706706
706
706
706
706
706706 7067067067067
07
707
707
707707
707707707707707707707
707708708708708
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708
708
708708708708708708708709
709
709709
709
709
709
7097097097097
0
9
7097107107107107107
1
0
710 710710 710710710
710710
710
710710
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711711711711711711711711
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711712
712
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712
712
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712712
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713713713713713713713713713
713
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713713
714
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714
714714714714714714714 7
1
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715715715
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5715715
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7
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5 715715715
715 715715715715
7
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716 716716 716716
716 716716716716 7167
17
717
717717717717717
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717
7 1 7717717
717717
718718718718718
7 18 7
1
8
718718
718 718718 718718718
7 1 8
7
18
718718
719
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719719719
719 719719
719
719
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7 1 9
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720
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7
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0
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7 2 0720720
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721721721721721721
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721 721721
721 7217217 2 1
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722722722722722 723723723723723723723
723 723
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725725725725725725725
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746746746747747747747747747
747748
748749WET
7/1/2019
7/1/2019100505025
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
R-5737

R-5737 DAVIDSONRAPRIP RAPRI
P
C
U
R
B CURBCURBC
U
R
B
CU
RBCURBCURBCURBCURBCURBCUR
BCURB
CURB
SR 1798 OLD GREENSBORO RD 50' BSTPA BSTPA BST
PA BST
P
A
BS
T
PA BST
PA BSTPA BSTP
A BS
T
PA BSTPA BST
PA BSTPA BSTP
A
BST
P
A
BS
T
PA BST
PA BST
P
A
BS
T
GR
CONCC
O
N
C
MTL
1S
BK S
CHOOL
1SBKBUS
1S
B
K
B
US
20' GR
1SBKBUS
BUS
1SBK
GR
GR
GR
96" C
HL 3S
B
W96" CHL 3SBW96" CHL 3SBW96" CHL 3SBW
96" CHL 3SBW48" CHL 48" CHL
3SBW
96" CHL
PA GR1SBLKBUS 72"CHL 3SBW72"CHL 3SBW
72"CHL 3SBW72"CHL 3SBW
25' BST
BSTBSTBST(PRIVATE)
8"P
VC
S12
"PVC
1
2
"PVC12"PVC
8"PVC
8"PVCINV
=
6
9
6
.
2
1'INV
=
6
9
6
.3
1'
TO
P
=
7
0
2
.7
1'
MH
INV=696
.70
'
INV=696
.70
'
TOP=709
.80
'
MH
INV
=6
9
7
.8
8'
8
" INV=
7
0
5
.6
8'INV
=7
0
2
.7
8'
TO
P=
7
11.3
8'
MH12"PVCINV
=
7
0
7
.3
5'
TO
P=7
16
.2
5'
MH
I
NV=709.95'
I
NV=710.05'TOP=716.85'MHINV=726.97'INV=727.27'TOP=736.27'
MH
15" RCPW/ FES
W/ FES
INV=728.32'INV=728.42'TOP=733.72'
M
H
INV=734.97'INV=735.22'
TOP=740.47'
MH
INV=737.08'
INV=737.28'
TOP=743.58'
MH
INV=680
.61'60" RCP24" RCP15" RCP
18" RCP
D
I
TOP=703
.22'
TOP=710
.13'
CB
INV=698
.48'
END NOT FOUND
TOP=709.83'
CB
INV=705.83'
TOP=711
.41'
MH
INV=696
.31'
I
NV=7
19.2
4'
I
NV=717.54'15" RCPTOP
=7
2
3.12'MHTOP
=
7
2
2.4
8'TOP=7
2
2.
4
8'I
NV=7
19.
12'
I
NV=7
18.
7
3'I
NV=7
18.
6
3'CBCBI
NV=7
19.7
8'
INV=729.23'18" CMP
10" HDPEINV=735.77'TOP=736.09'DIINV=734.14'INV=732.99'INV=732.71'INV=732.91'CBTOP=736.36'INV
=
6
9
2
.16'
D
I18
" RCP
INV
=
6
8
6
.9
8'
DEBR
IS
FULL
OF
TOP=6
94
.6
6'
DI
TOP=721.98'
15" RCP
INV=719.38'
INV=717.31'
DI
TOP=723.91'
INV=710.61'
INV=710.61'15" RCP24" RCPINV=719.62'
TOP=723.77'
INV=721.37'
DI
18" RCPDI
TOP=732.50'18" RCPINV=729.40'
DI
TOP=736.59'
FULL OF DEBRIS
FLOOR=730.5+-'
DI
TOP=734.91'18" RCPINV=726.91'24" CMP15" RCP-INV=728.36'
DI
INV=727.50'
TOP=735.04'
W/ FES
INV=727.24'
INV=729.75'
STRUCTURE
PLUGGED INSIDE
15" RCP IS
18" RCPINV=731.54'
18" RCP W/ FES
INV=729.76'W/ FES
INV=728.61'
18" RCPW/ FESINV=721.46'
W/ FESINV=727.44'
15" RCP
W/ FESINV=738.90'
W/ FESINV=739.53'
W/ FES
INV=703.65'
W/ FES
INV=740.47'
W/ FES
INV=713.50'
S
S
T T
S
H
HHH
NOT FOUND
END
FULL OF DEBRIS
W/ FES
INV=726.0'+-
15" RCP
15" RCP
15" RCP
INV=728.47'
TOP=737.60'MHINV=729.40'
FOUNDEND NOT 15" RCP15" RCP MONOLI
THI
C CONC I
SLANDM
ONOLITHIC CONC ISLAND
1
8
" C&G18"
C
&G18" C&GGRASS GR
ASS
MONOLITHIC CONC ISLAND
MONOLITHIC CONC ISLAND
MONOLITHIC CONC ISLAND
SR 1798 OLD GREENSBORO RD 25' BST
GRAS
S24" C&G24" C&G24" C&G24" C&G24" C&G
2
4
" C&G30" C&G30" C&G
30" C&G
GRASSGRASS
GRASS
GRASS
GRASS GRASS
GRASS
BST
BST
BST
B
ST
B
ST
GRA
S
S
VEGETATION
US 29-70 / I-85 BUS 30' BST
US 29-70 / I-85 BUS 30' BST
SALEM BRASS, INC
BOEURN TIM & KAN PHON
KIMBERLY W. FURR
THOMAS A. AND
SOUTHEAST LLC
TIME WARNER CABLE
COLLEGE FOUNDATION HOLDINGS, LLC
DAVIDSON COUNTY COMMUNITY
DB 1189 PG 1239
UTILIT
Y EASE
MENT
DB 1625 PG 342
60'
ACCESS EASE
MENT
DB 1043 PG 1996
5' SEWER EASEMENT
DB 1043 PG 1999
5' SEWER EASEMENT
729.50'INV=
DB 1954 PG 144UTILITY EASEMENT
EXISTING R/W
EXISTING R/W
E
XISTIN
G
R/WEXISTING R/W
EXISTING R/W
E
XISTIN
G
R/WEIP
EIP
EIP
EIP EIP
EIP
R/W MON
R/W MON
R/W MON
715.04'
INV=
EIP
EIP
EIP
EIP
EIP
EIP
EIPEIP
R/W MON
R/W MON
R/W MON
R/W MON
EIP
FO
U
N
D
ATIO
N
H
OLDIN
GS, LLC
C
O
MM
U
NITY C
OLLEGE
D
AVIDS
O
N C
O
U
NTY
DB 1470 PG 1441
EASE
MENT
ACCESS/
UTILITY
S
DB 1470 PG 1441
DRAINFIELD ACCESS AND DRAINFIELD EASEMENT
DP
C
O#17
D
A
VIDS
O
N E
MC
171-32-38-91
31-19-36
DAVIDSON E
MC
36-09-08
#35
DPCO
DPCO
#E32
DPCO
36-19-15
36-19-14
36-19-1336-19-53
36-19-54
804-12
803-436-19-20 803-519-21
D A V IDSO N EM C
20-06-51
DAVIDSON EMC
36-19-52
DAVIDSON EMC
802-13LEX TELCO
60-13
BARE POLE
S
GRASSGRAVEL
S RCP18" S
S
SS
ABANDONED
POSS
IBLY
T
EIP
AIR/
V
A
C
P
VT LT
S
60"WW
RIPRAP
RIPRAP
ELE CAB
CONC
CONC
CONC
CONC
CONC
CONC
CONC
2
4" RCPS
PV
T

L
TRCP15" CONC
EIP
15" RCP
9'SOILP
VT LT
P
VT LT
PVT LTPVT LTPVT LT18" INV=694
.62'
15" INV=697
.72'
24"N
INV=690
.22'
24"W
INV=696
.32'
60" INV=689
.02'
24"C&G
24"C&G
N I
NV=7
19.3
2'W I
NV=7
19.12';;
;;
PAVED DITCH
PAVED DITCH18" RCP;
;
EIP
EIP
NAIL MONR/W 18" RCPINV=714.15'
INV=712.14'
2" PL
SERVICE
VALVESERVI
CEVALVESERVICE
VALVE
SERV
ICE
6" STL
6" STL 6" STL
6" STL
4" P
L
6" STL
4" PL
4" P
L4" PL
PLUG
2" GALV
2" GAL
VT
HH
TT
T
HH
HH
HH
HH8" A
C 8" AC
8" AC
8" AC
4" PLTO
P
=
7
3
4
.41'
COVER MISSING)DUE TO MANHOLEEDGE OF MANHOLE(ELEVATION ON THETOP=741.61'
VAULTPUMP STATION
TOP=724.61'
SAN
ITARY
SEW
ER
GRAV
ITY
INV
=
7
2
6
.0
8'
ATM
C
O
N
C
KAN PHON
BOEURN TIM &
STANLEY M. SOUTHERN
(1-4" EMPTY CONDUIT)
(1-4" CONDUIT W/2-12, 24, 48 STRAND FIBER)
2-4" CONDUITS
(1-4" CONDUITS W/48 STR FIBER)
(1-4" CONDUITS W/24 STR FIBER)
(2-4" CONDUITS W/12 STR FIBER)
4-4" CONDUITS
;
-BL- 14
20' BST OLD GREENSBORO RD
SR 1798
-BY- 19
PONDING
WET WEATHER
SR 1874 CALDCLEUGH RD 20' BST
-BY- 20
BM4
DAVIDSON COUNTY COMMUNITY COLLEGE
-BL- 15 SR 1929 DAVI
DSON COMMUNTI
Y COLLEGE RD 21' BSTEDUCATION CENTER
INDUSTRIAL
DAVIDSON COUNTY
TRUSTEES OF THE
FOUNDATION HOLDINGS, LLC
COMMUNITY COLLEGE
DAVIDSON COUNTY
DAVIDSON COUNTY COMMUNITY COLLEGE505560 657075-L- TS Sta. 57+90.64
-RPC-152025-Y1--Y 1-
-Y1-
-Y3-
-Y3- PT Sta. 32+66.40
-R
PA
-NAD 8 3 / 20 11
-Y1-101520-RPD- ST Sta. 15+13.57-RPD- CS Sta. 14+13.57-RPD-
-L- SC Sta. 58+90.64
-Y3- PC Sta. 31+22.26
-Y3- PT Sta. 24+62.54
-Y3- PC Sta. 25+01.60
-Y3- PC Sta. 21+89.49-Y3- PT Sta. 21+63.49
-RPC- PT Sta. 20+38.01
GREU TL-2
GREU TL-2-Y2- POC Sta. 16+00.00END CONSTRUCTION-Y2-
-Y2
-
-C2- PCC Sta. 10+45.90
-Y1- POT Sta. 15+92.11
-C2- PT Sta. 15+80.54 =
-C2- PC Sta. 10+00.00 =
-C2- PCC Sta. 15+34.64
-C2- PCC Sta. 13+36.17
-C2-
-Y1- POT Sta. 16+26.72
-RPD- POT Sta. 23+82.84 =
-C2- POC Sta. 15+58.46
-RPC- PT Sta. 27+14.41 =
-C2- POC Sta. 12+65.13
-RPA- PT Sta. 23+79.42 =
-L- SC Sta. 63+04.25
-L- CS Sta. 62+54.25
-C2- PCC Sta. 12+44.37
-Y1- POT Sta. 17+04.85
-L- POC Sta. 61+02.86 =
-RPA- PRC Sta. 22+93.45
-RPA- PRC Sta. 20+17.31
-RPA- PRC Sta. 21+28.27
-RPC- PRC Sta. 24+50.78
-RPC- PRC Sta. 25+82.39
-RPC- PCC Sta. 26+60.741520-Y1- POT Sta. 17+85.88
-RPB- POT Sta. 24+04.39 =
-RPB- PRC Sta. 15+05.88
GR-IA
152025101520202530-Y1- PC Sta. 19+28.81 -Y1- PT Sta. 24+06.03-Y1- PC Sta. 24+26.32-Y1- PC Sta. 27+53.01
-Y1- PC Sta. 22+64.27
-Y3- PCC Sta. 26+31.55
-Y2- PC Sta. 15+48.42-Y2- PT Sta. 19+36.76-Y2- PC Sta. 21+82.1310
2025101520-RPA- ST Sta. 11+20.00-RPA- PC Sta. 14+59.45-RPB- PT Sta. 21+26.14
-7.5863%7.9341-6.0517%7.3635-3.8034
%7.7793
-2.0390
%
5.4280
-2.3502%
20.3927
-1.7665%
10.7961
GREU TL-3
-L- POC Sta. 74+79.69 (36' RT)-RPD- CS Sta. 10+00.00 =-Y3- POT Sta. 33+59.53
-Y2- POT Sta. 10+00.00
-Y1- PI Sta. 22+12.29 =
-C3- PT Sta. 12+63.89
-C3- PC Sta. 10+00.00 =
-Y1- PT Sta. 26+98.47
-RPC- PC Sta. 23+27.63
-Y1- PT Sta. 20+86.79
-Y3- PC Sta. 20+69.01
-RPD- CS Sta. 11+00.00GREU TL-3.02.02.03.0316'PS10'18'
18'
.
0
2
15:1
15:1 TYPE B-77
TYPE B-77 TYPE B-77
TYPE B-77
18'16'PS10'PS10'PS10'16'PS10'.022'-6" C&GEXWY GUTTER
+70 BEG.
.02
.01
.0 0.01.
0
0
5
.0
0
.02.02
.01
.00
(TYP.)20'.01
.01
.01BEG. C&G
EXWY GUTTER
+59.00 END
TRUCK APRON
+93.75 BEG.
EXWY GUTTER
+13 END
EXWY GUTTER
+85.00 END
.02
END C&G
+38.61 PS12'GREU TL-3
8:1
4
5
6
9
7
8
8
10
C
A
4
FS FSCBCBDI
TB 2GI
TB 2GI
TB 2GI
18" RCP-III 18" RCP-III 18" RCP-III 18" RCP-III TB
2GI
TB
2GI
TB
2GI
TB
2GI
2GI 2GI
15" RCP-III
RETAIN
REMOVE DI
RETAIN
OF
EX
IST
. 18" P
IPE
REMOVE
+/- 4'
6
0" RCP-III
18" CSPTB
2G
ITB
2G
ITB
2G
I18
" RCP
-III FLOWABLE FILL
TB 2GI
FLOWABLE FILL
FLOWABLE FILL
RETAIN
TB 2GI
TB 2GI
TB 2GI
TB 2GI
REMOVE DI
CB
CB
CB
CB
REMOVE
CB
CBCBTB 2GI
TB 2GI
TB 2GI TB 2GI TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
15" RCP-III RETAIN
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
TB 2GI
2GI
TB 2GI 2GI
15" RCP-III
2GI
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
CL B RIP RAP
076715" RCP-III
TB JB w/MH
TB 2GI
24" RCP-III24" RCP-III 18" RCP-III 30
" RCP
-III30" RCP-III
15" RCP-III
24" RCP-III18" RCP-III 18" RCP-III 18" RCP-III COLLAR
RETAIN
RETAIN
RETAIN
REMOVE DI
2GI TB
REMOVE CBRETAIN
CB
CB
CB
18" RCP-III
15" R
CP-III
CBCBCB
CB
RE
MOVE
18" RCP-III 18" RCP-III
18" RCP-III TB 2GI
18"
R
C
P-III
18" RCP-III
24" RCP-III
2
4
" C
SP
18" RCP-III
18" RCP-III
CB 18" RCP-III
CB
18" RCP-III 18" RCP-III CB
15" RCP-III
SEE DETAIL 7B
LATERAL 5' BASE DITCH
RETAIN 18" RCP-III 18" RCP-III CB
REMOVE
18" RCP-III 18" RCP-III 18" RCP-III D
IDICB
18" RC
P-III 18" RCP-III TB 2GI18" RCP-III 2GI
REMOVE
REMOVE
REMOVE
TB 2GI18" CSP15" RCP-III
7 SY GEOTEXTILE
3 TONS
PROTECTION
OUTLET
CL B. RIP RAP
DETAI
L 9ACL B RI
PRAPTOE PROTECTI
ONRCP-III 18" RCP-III 18"
CB RCP-
II
I 18" RCP-III 18" 7 S.Y GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAPRCP-III 18" RCP-III
18"
RCP-III 18" SEE
D
E
T
A
IL 7A
B
E
RM
D
R
A
IN
D
ITC
H
RCP-III
18"
RCP-III 18" 2GI
TB
2GI
TB RCP-III 18"RCP-III24" RCP-III 18" RCP-III 18" HW
15" RCP-III
2 CY SEDIMENT
CLEAN OUT
CB
CB
2GI18" RCP-III 18" RCP-III 18" RCP-III 0790
COLLAR
6
0
" RC
P
-IIIJB w/MH
45 SY GEOTEXTILE
30 TONS
DETAIL 7C
ENERGY DISSIPATOR BASIN
CL I RIP RAP
7 SY GEOTEXTILE
2 TONS
OUTLET PROTECTION
CL B RIP RAP
2:
1
b
( Not to Scale)
D
2:
1 2:1
BERM 'V' DITCH
DETAIL 7A
b=5.0Ft.
Min. D=1.0Ft.
Ground
Natural
RDWY
LOCATION
Y1 STA. 18+65 TO STA. 20+66 LT
DDE
CY TON SYRIP-RAPCL BFABRICGEOTEXTILELOCATION
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
DETAIL 7B
b=5.0Ft.
B=5.0Ft.
Max. d=3.0Ft.
Min. D=2.5
*When B is < 6.0'
Type of Liner= CL. 1 Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
-L- STA. 72+05 TO STA. 73+52 RT 382154783
DI
RPD STA. 20+20 LT
PLAN
F
C
B
CL 1 RIPRAP ENERGY DISSIPATOR BASIN
DETAIL 7C
C SECTION
2:1
2:
1
WoCULVERT
2:1+
RIP RAP NOT SHOWN
APRON
2:1
CL
2:12:1+RIP RAP NOT SHOWN
G
DISSIPATOR POOL APRON
2:1E
2:1
CULVERT
A
Wo
D
FI
LL S
L
OP
E
L
A
B
C
D
E
F
G
RIP RAP BASIN #
1
ALL DIMENSIONS APPROXIMATE
BASIN #LOCATION (AT OUTLET)
1
(ft)
DIM.
2
1.5
3
1.5
7
30
14
RPD 20+20 LT
CL
GROUND
NATURAL
GEOTEXTILE
30" CSPO
U
T
S
ID
E O
F
S
LO
P
E
S
TA
K
E
R
E
TA
IN

C
O
N
C
R
E
T
E D
IT
C
H
SEE DETAIL 7D
RIPRAP ON BANKS ONLY
RIRPAP PAD AT JURISDICTIONAL STREAM
2:12:1
Exist Channel
( Not to Scale)
RPD STA. 11+28 LT
DETAIL 7D
D= Pipe Dia.
Type of Liner= CL II Rip-Rap
Ground
Natural
Geotextile
D
F
F
F
F
F
F
F
F
F
F
C
C
F
C
C
F
F
C
C
C
C
C
C
C
C
CF C C F C
F
C
F C
C
C
C C
C
C
C
C C
C
C
F
FF
F
C
C
C
CCC
C
C
C
CF
F
F
C
C
CCCCCCCCCCCCCCCCCCCCC
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
C C C
C
C
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C C
CCCCFCCCCCCCF
F
F
F
F
F
F FFF
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C CCC
C
C
C
RDWY
LOCATION
Y1 STA. 18+65 TO STA. 20+66 LT
Slope
Fill
GEOTEXTILE
-L- STA. 72+05 TO STA. 73+52 RT 382154783
-L- STA. 72+05 TO STA. 73+52 RT
Geotextile
D
ENLARGED AREA 1
ENLARGED DETAILS
ENLARGED AREA 3
SHEET 4 OF 13
PERMIT DRAWING
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
C
C
FFF
2045 SY GEOTEXTILE
30 TONS
DETAIL 7C
ENERGY DISSIPATOR BASINCL I RIP RAP
698699
700
701
7017027037047
0
5
705706707708
708709
7097
1
0711711
712715717719SITE 1A
SITE 1B
2:
1
b
( Not to Scale)
D2:12:1
BERM 'V' DITCH
DETAIL 7A
b=5.0Ft.
Min. D=1.0Ft.
Ground
Natural
DDE
CY TON SYRIP-RAPCL BFABRICGEOTEXTILELOCATION
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
DETAIL 7B
b=5.0Ft.
B=5.0Ft.
Max. d=3.0Ft.
Min. D=2.5
*When B is < 6.0'
Type of Liner= CL. 1 Rip-Rap
Ground
Natural
RIRPAP PAD AT JURISDICTIONAL STREAM
DETAIL 7D
SITE 3
INV=680.61'S 02°29'28" W74.13'EIP
EIP
1.06'EIP TO R/WEIP 0.43'R/W TOF
C
C
C
C
OF EXIST. 18" PIPE
REMOVE +/- 4'60" RCP-
III 18" CSPTB 2GI
SEE DETAIL 7BLATERAL 5' BASE DITCH
0
7
9
0
COLLAR
60" RCP-III
5 672672673673674
6
7
4
675
6756
7
5 676676676677
677678
678679680
680681
681682
682683
683684
684685
6856
8
6
686687
687688
688689690
690691
691692693694
696697697698
698699
699700701
701703
704LOCATION
Type of Liner= CL. 1 Rip-Rap
RIRPAP PAD AT JURISDICTIONAL STREAM
2:12:1
Exist Channel
( Not to Scale)
RPD STA. 11+28 LT
DETAIL 7D
D= Pipe Dia.
Type of Liner= CL II Rip-Rap
Ground
Natural
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
PROJ. REFERENCE NO.SHEET NO.0
6/23/16690 690
700 700
690 690
700 700
710 710
680 680
690 690
700 700
710 710
680 680
690 690
700 700
710 710
X-66R-5737
-RPD-
5 10
710710
720720
720720
720720
720720
WETLAND
R-5737_Permit Drawings_20190424.pdfDEWBERRY4/24/2019SHEET 5 OF 13
PERMIT DRAWING
2.41:1
0.0380.038
-RPD-
14+25.32
EX. EL. 703.58 SP#804.95:1
0.0280.028
-RPD-
14+74.49
EX. EL. 705.35 SP#796:1
0.0200.020
706.20 -RPD-
15+24.92
EX. EL. 711.294:1 SP#786:1
0.0200.020
706.80 -RPD-
15+74.46
EX. EL. 714.11 SP#774
:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
PROJ. REFERENCE NO.SHEET NO.0
6/23/16700 700
710 710
720 720
730 730
700 700
710 710
720 720
730 730
710 710
720 720
730 730
710 710
720 720
730 730
X-70R-5737
-RPD-
5 10
740740
740740
740740
740740
WETLAND
R-5737_Permit Drawings_20190424.pdfDEWBERRY4/24/2019SHEET 6 OF 13
PERMIT DRAWING
0.0200.020
-RPD-
20+69.29
EX. EL. 705.40
0.020 SP#672:1
0.0200.020
EX. EL. 707.50
21+18.75
-RPD-
0.020 SP#662:1
0.0200.020
EX. EL. 716.48
21+68.21
-RPD-
0.020 SP#652:1
711.65
2:
1
0.0200.020
EX. EL. 724.63
22+17.89
-RPD-SP#640.020
2:1
712.932:
1
R5737-3R5737-4RAP
RIP
RAP
RIP
RAP
RIP
RAP
RIP
RAP
RIP
RIP RAP
CURB CURB CURBCURBCURB
CURB
PA BST
PA BST
PA BST
19' GRCONC
CONC
CONC
SR 1929 DAVIDSON COMMUNITY COLLEGE RD 20' BST
BLK WALL
STATION
PUMP8"PVC12"P
V
C12"PVC
12"PVC
12"PVC
12"PVC
TOP=677.17'
MH
TOP=682.64'
MH
INV=671.74'
TOP=678.54'
MH
INV=670.74'
INV=666.64'
TOP=678.21'
MH
INV=673.51'
INV=673.41'4"PVCTOP=689.40'
MH
INV=683.90'
INV=683.80'
4" INV=684.56'
TOP=693.79'
MH
INV=689.09'
INV=688.89'
INV=694.38'
INV=694.48'
MH
INV=662.73'
TOP=676.91'
MH
24" C
MP18" RCP18" RCPINV=665.96'
TOP=676.87'
MH
INV=671.56'
TOP=687.14'
INV=675.74'DI
W/ FES
INV=657.95'18" RCP18"
R
C
P
TOP=692.33'
INV=679.53'
MH
TOP=689.28'
INV=686.88'
DI
INV=686.88'
DI
TOP=674.03'
INV=671.67'
INV=670.67'
W/ FES
INV=669.47'
1
8" RCP18" RCPW/ FES
INV=672.12'
DI
TOP=686.74'
INV=680.14'
INV=680.14'
DI
TOP=696.96'
INV=688.96'
INV=658.76'
TOP=671.36'
TOP=669.36'
TOP=672.40'
DITOP=670.49'15" RCP
INV=667.94'
CB
INV=668.75'
DI15" CMPINV=666.96'
INV=666.66'
INV=666.81'18" RCPTOP=673.50'
INV=671.00'TOP=685.07'
INV=666.35'
INV=666.35'18" RCPINV=681.57'
INV=681.87'
12" RCP
DI
W/ FES
INV=691.32'
W/ FES
INV=687.20'
W/FES
INV=669.29'
DI
S
S
S18" C&G18" C&G18" C&G18" C&GGRASS
GRASS
BST
BST
VEGETATION
GRASS
GRASS
CONC CURB
CONC BRIDGE DECK
CONC BRIDGE DECKCONC
CONC
-EL-260.00'RICH CREEKDB 600 PG 923
KATHERINE H. DAVIS
JOHN H. AND
STATE OF NORTH CAROLINA
DB 600 PG 923
KATHERINE H. DAVIS
JOHN H. AND
EXISTING R/W
EXISTING R/W
R/W MON N 21°27'47" W325.78'S 68°32'13" W
311.71'S 13°03'03" W57.01'S 08°28'22" W344.18'EIP
EIP
EIP
EIP NO STRUCTURES VISIBLE68' DUKE ENERGY TRANSMISSION LINE RIGHT-OF-WAY DB 459 PG 56TOP=700.18'
EIP
1.40'
R/W TO EIP
CONCCONC
CONC
CONC
DI
18"
RCP S
12"
PVC
15"RCPR C P15"
18"
RCP
W INV=670.61'
E INV=670.61'
8" INV=671.46'
12"SE INV=671.26'
12"SW INV=671.36'
CONC
C
O
N
C
HH N 21°00'16" W285.22'TO THOMASVILLE
VALVE
SERVICE
4" PL 2" PL
2" PL PLUGVALVE
SERVICE
HH
6" DI
6" DI
R5737-4R5737-3
DB 2102 PG 2304
30' BST
US 29-70 / I-85 BUS
30' BST
US 29-70 / I-85 BUS
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
R-5737
758085-L-
-L- POC Sta. 75+06.28 (36' LT)
-RPA- CS Sta. 10+00.00 =
-L- CS Sta. 77+42.77 -L- ST Sta. 78+62.77 NAD 83 / 2011GREU TL-2
-Y2-
-Y2- PT Sta. 25+32.22 -Y2- PC Sta. 27+73.59
-Y2- PT Sta. 31+11.31
GREU TL-311'PS11'PS253010-L- POC Sta. 74+79.69 (36' RT)-RPD- CS Sta. 10+00.00 =-L- POT Sta. 84+60.00
END MILL & OVERLAY
END CONSTRUCTION
4'FS
15" RCP-III
TB 2GI
TB 2GI
2GI
15" RCP-III
RETAIN
RETAIN
RETAIN
RETAIN
TB 2GI-D
2GI 2GI-D2GI
COLLAR
TB 2GI
TB 2GI
TB 2GI
TB 2GI
15" RCP-IV RETAIN
RETAIN
REMOVE
REMOVE CSP1
8"
10 SY GEOTEXTILE
4 TONS
OUTLET PROTECTION
CL I RIP RAP
CL. B RIP RAP
10 TONS
18" RCP-III
15" RCP-III TB 2GI-D
TB 2GI-D
RCP-III 18"
JB w/MH
REMOVE
2GI
CONC. DITCH
REMOVE 85' OF
OUTSIDE OF SLOPE STAKERETAIN CONCRETE DITCH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8
MATCH TO SHEET 7 - -L- STA. 75+00.00SEE SHEET XX FOR DETAILS
SEE SHEET 22 FOR -RPD- PROFILE
SEE SHEET 19 FOR -RPA- PROFILE
SEE SHEET 14 FOR -L- PROFILE
SITE 4
0'100'100'R5737_Permit Drawings_20190424.pdfDEWBERRY4/24/2019SHEET 7 OF 13
PERMIT DRAWING
V10=9.5FT/S
Q10=4.4CFS
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
F
C
F
C
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
C
F
F
F
650 650651651651652652652 653653653653653653653653654
654654654
654654 6546546546546546546
5
4 6546546546546546546546546 5 5 6556 5 5
655655655
655
6 5 5
655 655655655655655655655655655 655655655
655
655 6556556556556556556
5
5 655655655655655655 655655655655655655655655655655655656656656656656
656
656656656656
656
656656656656656656656656656
6
56656656656
656656656656656656
656
656
656656656656 656656656656656
656656656656657657657657 657657657
657657657
6576576576576
5
7 657657657
657 657657657657657657657657657657658658658
658 658658658658
658658
658
6586586586
5
8 658658658658
658658658658659
659
659 659659 659659659659
6596596596596596596596
5
9
659659660660 660 660660 660660660660
660660660661 661661 661661661661 661661
661
661661661661661661662662
662
662 662662
662 662662662 662
6626626626
6
2
663663 663663 663663663663663663
663
663663663663664664664664 664664664
664664
664
664664664
664664664665 665665665665
665
665665
665665
6656656656656656666666
6
6
666666666
6666666666
6
6666 666666666666 666666666667667667667667667
667667667
667667
667 667667667668
668
668668668
6686
6
8
668668 668668668669 669669669669
669669669
669669
669
669669669669669670670670670670
6 7 0
670670
670
670
6
7
0
670670670 670670670670670670671671671671
671671671
671671
671671671671
6716716
7
1 671671
671671672
672 672672672
672
672672672672
672
6
7
2
672
6726726
7
2 672672672672672673673673
673
6736736736736736736
7
3673674674674
674
674
674674674
6746746
7
4 674674674675675675
675
675675675675
675
6756
7
5675675676676
676
676
676676676676
676676676676676676677677677677
677
677677
677677677 677677677678678
678
678
678
678678
678
678678678678678678678
678679679
679679
679
679679679
679679680680680
680
680680680
680680681681681681
681
681
6816
8
1
681682682
682682
682
682682682682
682683683
683683
683
683
683
68368
3 683684684
684684684
684
684684685685
685
685
685
6 8 5
685685685 686686
686
686
686
686
686 687687
687687
687
687687687688688
688
688
688
688688688688688689689689689
689
689689689 690690690690
690
690
6906
9
0 691691691691
691
691
691 691692692
692692
692
692 6926936 9 3
693693
693 693693694
694 694694
694694
694695695
695
695
695
695 695696696
696696
696696697
697
697 697697697698698698
698698
698698 698699
699
699
699 699699699699700700700700
700 7017017 0 1
701701701
7017027027 0 2
702
702
702
70270270370370370370
3 703704704704704
704704
704705705705
705
7
0
5
705
706706706
7067
0
6706 7
0
6707
707707707707
707 707708708708 708708709709709 709709
7
10 710710710711 711711712 712712 7
1
2713 713713
714
714714714715
7157157167167177177187187197197207207
2
1 7217217
22 722722723 723724 724725725726727
7277
2
8 728729730 730731
732
733 734734
R5737-3R5737-4RAP
RIP
RAP
RIP
RAP
RIP
RAP
RIP
RAP
RIP
RIP RAP
CURB CURB CURBCURBCURB
CURB
PA BST
PA BST
PA BST
19' GRCONC
CONC
CONC
SR 1929 DAVIDSON COMMUNITY COLLEGE RD 20' BST
BLK WALL
STATION
PUMP8"PVC12"P
V
C12"PVC
12"PVC
12"PVC
12"PVC
TOP=677.17'
MH
TOP=682.64'
MH
INV=671.74'
TOP=678.54'
MH
INV=670.74'
INV=666.64'
TOP=678.21'
MH
INV=673.51'
INV=673.41'4"PVCTOP=689.40'
MH
INV=683.90'
INV=683.80'
4" INV=684.56'
TOP=693.79'
MH
INV=689.09'
INV=688.89'
INV=694.38'
INV=694.48'
MH
INV=662.73'
TOP=676.91'
MH
24" C
MP18" RCP18" RCPINV=665.96'
TOP=676.87'
MH
INV=671.56'
TOP=687.14'
INV=675.74'DI
W/ FES
INV=657.95'18" RCP18"
R
C
P
TOP=692.33'
INV=679.53'
MH
TOP=689.28'
INV=686.88'
DI
INV=686.88'
DI
TOP=674.03'
INV=671.67'
INV=670.67'
W/ FES
INV=669.47'
1
8" RCP18" RCPW/ FES
INV=672.12'
DI
TOP=686.74'
INV=680.14'
INV=680.14'
DI
TOP=696.96'
INV=688.96'
INV=658.76'
TOP=671.36'
TOP=669.36'
TOP=672.40'
DITOP=670.49'15" RCP
INV=667.94'
CB
INV=668.75'
DI15" CMPINV=666.96'
INV=666.66'
INV=666.81'18" RCPTOP=673.50'
INV=671.00'TOP=685.07'
INV=666.35'
INV=666.35'18" RCPINV=681.57'
INV=681.87'
12" RCP
DI
W/ FES
INV=691.32'
W/ FES
INV=687.20'
W/FES
INV=669.29'
DI
S
S
S18" C&G18" C&G18" C&G18" C&GGRASS
GRASS
BST
BST
VEGETATION
GRASS
GRASS
CONC CURB
CONC BRIDGE DECK
CONC BRIDGE DECKCONC
CONC
-EL-260.00'RICH CREEKDB 600 PG 923
KATHERINE H. DAVIS
JOHN H. AND
STATE OF NORTH CAROLINA
DB 600 PG 923
KATHERINE H. DAVIS
JOHN H. AND
EXISTING R/W
EXISTING R/W
R/W MON N 21°27'47" W325.78'S 68°32'13" W
311.71'S 13°03'03" W57.01'S 08°28'22" W344.18'EIP
EIP
EIP
EIP NO STRUCTURES VISIBLE68' DUKE ENERGY TRANSMISSION LINE RIGHT-OF-WAY DB 459 PG 56TOP=700.18'
EIP
1.40'
R/W TO EIP
CONCCONC
CONC
CONC
DI
18"
RCP S
12"
PVC
15"RCPR C P15"
18"
RCP
W INV=670.61'
E INV=670.61'
8" INV=671.46'
12"SE INV=671.26'
12"SW INV=671.36'
CONC
C
O
N
C
HH N 21°00'16" W285.22'TO THOMASVILLE
VALVE
SERVICE
4" PL 2" PL
2" PL PLUGVALVE
SERVICE
HH
6" DI
6" DI
R5737-4R5737-3
DB 2102 PG 2304
30' BST
US 29-70 / I-85 BUS
30' BST
US 29-70 / I-85 BUS
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
R-5737
758085-L-
-L- POC Sta. 75+06.28 (36' LT)
-RPA- CS Sta. 10+00.00 =
-L- CS Sta. 77+42.77 -L- ST Sta. 78+62.77 NAD 83 / 2011GREU TL-2
-Y2-
-Y2- PT Sta. 25+32.22 -Y2- PC Sta. 27+73.59
-Y2- PT Sta. 31+11.31
GREU TL-311'PS11'PS253010-L- POC Sta. 74+79.69 (36' RT)-RPD- CS Sta. 10+00.00 =-L- POT Sta. 84+60.00
END MILL & OVERLAY
END CONSTRUCTION
4'FS
15" RCP-III
TB 2GI
TB 2GI
2GI
15" RCP-III
RETAIN
RETAIN
RETAIN
RETAIN
TB 2GI-D
2GI 2GI-D2GI
COLLAR
TB 2GI
TB 2GI
TB 2GI
TB 2GI
15" RCP-IV RETAIN
RETAIN
REMOVE
REMOVE CSP1
8"
10 SY GEOTEXTILE
4 TONS
OUTLET PROTECTION
CL I RIP RAP
CL. B RIP RAP
10 TONS
18" RCP-III
15" RCP-III TB 2GI-D
TB 2GI-D
RCP-III 18"
JB w/MH
REMOVE
2GI
CONC. DITCH
REMOVE 85' OF
OUTSIDE OF SLOPE STAKERETAIN CONCRETE DITCH
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8
MATCH TO SHEET 7 - -L- STA. 75+00.00SEE SHEET XX FOR DETAILS
SEE SHEET 22 FOR -RPD- PROFILE
SEE SHEET 19 FOR -RPA- PROFILE
SEE SHEET 14 FOR -L- PROFILE
SITE 4
0'100'100'R5737_Permit Drawings_20190424.pdfDEWBERRY4/24/2019SHEET 8 OF 13
PERMIT DRAWING
V10=9.5FT/S
Q10=4.4CFS
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
F
C
F
C
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
C
F
F
F
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
PROJ. REFERENCE NO.SHEET NO.0
6/23/16660 660
670 670
680 680
690 690
660 660
670 670
680 680
690 690
660 660
670 670
680 680
690 690
660 660
670 670
680 680
X-45R-5737
-L-
5 10
WETLAND
WETLAND
R5737_Permit Drawings_20190424.pdfDEWBERRY4/24/2019SHEET 9 OF 13
PERMIT DRAWING
80+50.00
EX. EL. 673.76
-L-2:10.020.02
.08
673.462.6:10.02 0.02 0.020.02 0.04 0.04 2:181+00.00
EX. EL. 673.05
-L-
0.02 0.02
.08
.023.17:10.020.020.02 0.020.04 0.04 2:12.47:16:1
4
:1
669.46
81+50.00
EX. EL. 672.44
-L-
0.020.020.02 0.020.04 0.04 2:16:1
82+00.00
EX. EL. 671.95
-L-
0.04 EXIST EXIST0.020.02 0.04
-B
Y- 19
G
S
1SFD
12' GR
EIP
36-19-54804-12
N 72°14'02" E
1668.43'
PONDINGWET WEATHER
COLLEGE FOUNDATION HOLDINGS, LLC
DAVIDSON COUNTY COMMUNITY
MYRA JANE CANNON
KEITH ALEXANDER AND
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
R-5737
25-Y4- POT Sta. 25+84.51
-Y1- POT Sta. 10+00.00 =
-Y4-NAD 83 / 2011-Y1--RPC- PT Sta. 20+38.01
-C1- PCC Sta. 11+31.95
-Y1- POT 10+42.00
-C1- PT Sta. 12+63.89 =
-C1- PC Sta. 10+00.00 =
-Y1- POT Sta. 15+92.11
-C2- PT Sta. 15+80.54 =
-C2- PC Sta. 10+00.00 =-C1--RPC- PRC Sta. 24+50.78
D
PI Sta 10+00.00
L = 263.90'
R = 42.00'
CURVE DATA FOR -C1-
T = 0.00'10PI Sta 10+69.85
D
L = 139.11'
T = 69.85'
R = 614.00'
PI Sta 12+18.54
D
L = 154.96'
T = 79.43'
R = 286.00'
PI Sta 13+66.06
D
L = 131.66'
T = 71.99'
R = 131.00'10CURVE DATA FOR -Y4SP-
-Y4SP- PC Sta. 10+00.00
-Y4SP- PRC Sta. 11+39.11
-Y4SP- PRC Sta. 12+94.06
-Y4SP- PT Sta. 14+25.72
-C1- POT Sta. 10+99.97
Se = 0.02Se = 0.02 Se = 0.02
-Y4SP-
-Y4- POT Sta. 21+42.96=
65.00' RT
Y1 +67
4
3
60' LT
Y4 +00
62' LT
Y4 +60
108' LT
Y4 +40
56.69' RTRPC +41.06
165' RT129.94' RTL +07
CAC
A BEGIN FULL CA
END RW
74' RT
Y1 +00
BEGIN FULL CA
END RW
62' LT
Y1 +00
BEGIN RW
END FULL CA
72' LT
Y4 +50
END FULL CA
140' RT
Y1 +20
END FULL CA
101.37 RT
C1 +83.41
4
BEGIN FULL CA
85.58' RT
C1 +39.86
END FULL CA
83.66' RT
C1 +17.98
BEGIN FULL CA
END RW
118.42' RT
Y4 +48.15
144.99' RT
C1 +63.76
106.71' RT
Y4 +41.91
140.02' RTL +45
CB
CB
CB
CB
CB
CB
CB
CB
8 SY GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL I RIP RAP
7 SY GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
30 GEOTEXTILE
13 TONS
PROTECTION
OUTLET
CL I RIP RAP
18" CSP
18" RCP-III 18" CSP18" CSP 18" RCP-III
18" RCP-III 18" RCP-
I
II

7 SY GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
18" RCP-III 18" RCP-III 18" RCP-III
18" CS
P
CB
CB
DETAIL 9A
CL B RIPRAP
TOE PROTECTION
DETAIL 9A
CL B RIPRAP
TOE PROTECTION
DETAIL 9A
CL B RIPRAP
TOE PROTECTION
RCP-III 15"
CB CB
RCP-III 15"
7 SY GEOTEXTILE2 TONS
OUTLET PROTECTIONCL B RIP RAP
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 9A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SYRIP-RAPCL BFABRICGEOTEXTILE-Y4 STA. 18+50 TO STA. 19+30 LT
LOCATION
-Y4 STA. 19+65 TO STA. 20+50 LT
-Y4 STA. 18+50 TO STA. 19+68 RT
TON
87
92
116
30
32
35
RIRPAP PAD AT JURISDICTIONAL STREAM
2:12:1
Exist Channel
( Not to Scale)
Y4 STA. 14+80 RT
DETAIL 9B
D= Pipe Dia.
Type of Liner= CL II Rip-Rap
Ground
Natural
Geotextile
D
SEE DETAIL 9B
RIPRAP ON BANKS ONLYDO NOT BURY42" RCP-IV9
MATCH TO SHEET 7 - -Y1- STA. 13+00.00
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET XX FOR DETAILS
SEE SHEET 18 FOR -C1- PROFILE
SEE SHEET 17 FOR -Y4- PROFILE
SEE SHEET 15 FOR -Y1- PROFILEMATCH TO SHEET 6 -Y4- STA. 15+50.00SITE 5
0'100'100'
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
R5737_Permit Drawings_20190424.pdfDEWBERRY4/24/2019SHEET 10 OF 13
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
C
F
F
F
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C C
C C C C
C
C
C
C
C
C
C C C C
CC
CFFFCFCFCCF
667668669670670671671672673
674674
675675
676676
677677677677678
678
678679679679679 680
680
6
8
0
680681
681681681 682
682682
6
8
2
682682683
683
683683
6
8
3
683684
684
684684
6
8
4
684685685
6856 8 5
685
685686686
686686686
686686687687
687687687687687 688688
6886
8
8
6
8
8
688688
688 688689689
689689689689689 6906
9
0
690
690
6
9
0690
690690691691
691691691691691691 691
6916
9
2
692692692692692692
6926936936936 93
6
9
3693
693693693
694694694694
694694
694
695
695
695695
6
9
5695695
695696696
6966
9
66966
9
6
696696697697697697
697
697
6 9 7 697697697698698
698698698
6
9
8
698
6986986996996996996996996996996997
0
0
700700700700
700700
700700701701701701701
701
7
0
1
701701702702
702
702702702702702
702 7027
0
3703
7 0 3
703703
7
0
3
703
7037037
0
4
704
704704
704
704
7
0
4
7047047047
0
5
705
705705705
7
0
5
705
7057057057
0
6
7
0
6
706706
706706706706
706706707
707
707707707707707707
707
707707708
708
7087
0
8708708708
708
708709
709
709709709709709
709709710710 710710710710 710710
710
711711711711711711 711711711
712
712712712712712712712
712
712713
713713
713713713
71
3
7137
14
714714714714714
7
1
4
714715715715715715
715715715715
716716 7167167
16
716
7167167177177177177177177
1
7 7177
17
717718718718718718
718718718
718719719719719719
719 719719719
719720720720720720
720 720720
7
2
0
720721721721721721 721721721721722722722722
722722
7
2
2
723723 7237237
2
3
723 723723723
724724724 724724724724 724724724
725725725725725725 725725
725725725726
726726
7
2
6
726726726
726 727727727
7
2
7
727727
727728 728728728
7 2 8 728728729729729729729
729
729
7297 3 0
730 730730730
730
73173173173
1
7 3 1 731732732 732732
732
7 3 2
733733 733733
7337347
34 7347
3
4
734
735
735736
736 737737737
737738
738
739739740740 7
4
0
740740740740741741741741742-B
Y- 19
G
S
1SFD
12' GR
EIP
36-19-54804-12
N 72°14'02" E
1668.43'
PONDINGWET WEATHER
COLLEGE FOUNDATION HOLDINGS, LLC
DAVIDSON COUNTY COMMUNITY
MYRA JANE CANNON
KEITH ALEXANDER AND
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
NC COA No. F-0929
2610 WYCLIFF ROAD
R-5737
25-Y4- POT Sta. 25+84.51
-Y1- POT Sta. 10+00.00 =
-Y4-NAD 83 / 2011-Y1--RPC- PT Sta. 20+38.01
-C1- PCC Sta. 11+31.95
-Y1- POT 10+42.00
-C1- PT Sta. 12+63.89 =
-C1- PC Sta. 10+00.00 =
-Y1- POT Sta. 15+92.11
-C2- PT Sta. 15+80.54 =
-C2- PC Sta. 10+00.00 =-C1--RPC- PRC Sta. 24+50.78
D
PI Sta 10+00.00
L = 263.90'
R = 42.00'
CURVE DATA FOR -C1-
T = 0.00'10PI Sta 10+69.85
D
L = 139.11'
T = 69.85'
R = 614.00'
PI Sta 12+18.54
D
L = 154.96'
T = 79.43'
R = 286.00'
PI Sta 13+66.06
D
L = 131.66'
T = 71.99'
R = 131.00'10CURVE DATA FOR -Y4SP-
-Y4SP- PC Sta. 10+00.00
-Y4SP- PRC Sta. 11+39.11
-Y4SP- PRC Sta. 12+94.06
-Y4SP- PT Sta. 14+25.72
-C1- POT Sta. 10+99.97
Se = 0.02Se = 0.02 Se = 0.02
-Y4SP-
-Y4- POT Sta. 21+42.96=
65.00' RT
Y1 +67
4
3
60' LT
Y4 +00
62' LT
Y4 +60
108' LT
Y4 +40
56.69' RTRPC +41.06
165' RT129.94' RTL +07
CAC
A BEGIN FULL CA
END RW
74' RT
Y1 +00
BEGIN FULL CA
END RW
62' LT
Y1 +00
BEGIN RW
END FULL CA
72' LT
Y4 +50
END FULL CA
140' RT
Y1 +20
END FULL CA
101.37 RT
C1 +83.41
4
BEGIN FULL CA
85.58' RT
C1 +39.86
END FULL CA
83.66' RT
C1 +17.98
BEGIN FULL CA
END RW
118.42' RT
Y4 +48.15
144.99' RT
C1 +63.76
106.71' RT
Y4 +41.91
140.02' RTL +45
CB
CB
CB
CB
CB
CB
CB
CB
8 SY GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL I RIP RAP
7 SY GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
30 GEOTEXTILE
13 TONS
PROTECTION
OUTLET
CL I RIP RAP
18" CSP
18" RCP-III 18" CSP18" CSP 18" RCP-III
18" RCP-III 18" RCP-
I
II

7 SY GEOTEXTILE
2 TONS
PROTECTION
OUTLET
CL B RIP RAP
18" RCP-III 18" RCP-III 18" RCP-III
18" CS
P
CB
CB
DETAIL 9A
CL B RIPRAP
TOE PROTECTION
DETAIL 9A
CL B RIPRAP
TOE PROTECTION
DETAIL 9A
CL B RIPRAP
TOE PROTECTION
RCP-III 15"
CB CB
RCP-III 15"
7 SY GEOTEXTILE2 TONS
OUTLET PROTECTIONCL B RIP RAP
Fill Slope2:1 or Flatter
b= 2 Ft.
d= 1 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 9A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SYRIP-RAPCL BFABRICGEOTEXTILE-Y4 STA. 18+50 TO STA. 19+30 LT
LOCATION
-Y4 STA. 19+65 TO STA. 20+50 LT
-Y4 STA. 18+50 TO STA. 19+68 RT
TON
87
92
116
30
32
35
RIRPAP PAD AT JURISDICTIONAL STREAM
2:12:1
Exist Channel
( Not to Scale)
Y4 STA. 14+80 RT
DETAIL 9B
D= Pipe Dia.
Type of Liner= CL II Rip-Rap
Ground
Natural
Geotextile
D
SEE DETAIL 9B
RIPRAP ON BANKS ONLYDO NOT BURY42" RCP-IV9
MATCH TO SHEET 7 - -Y1- STA. 13+00.00
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET XX FOR DETAILS
SEE SHEET 18 FOR -C1- PROFILE
SEE SHEET 17 FOR -Y4- PROFILE
SEE SHEET 15 FOR -Y1- PROFILEMATCH TO SHEET 6 -Y4- STA. 15+50.00SITE 5
0'100'100'
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
R5737_Permit Drawings_20190424.pdfDEWBERRY4/24/2019SHEET 11 OF 13
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
C
F
F
F
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C C
C C C C
C
C
C
C
C
C
C C C C
CC
CFFFCFCFCCF
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
PROJ. REFERENCE NO.SHEET NO.0
6/23/16700 700
710 710
720 720
730 730
690 690
700 700
710 710
720 720
690 690
700 700
710 710
720 720
X-89R-5737
-Y4-
5 10
WETLAND
SHEET 12 OF 13
PERMIT DRAWING
R5737_Permit Drawings_20190424.pdfDEWBERRY4/24/20190.0200.020
2:1
2:1728.86728.86EX. EL. 700.20
19+00.00
-Y4-
0.0200.020
2:1
2:1727.31727.31EX. EL. 692.87
19+50.00
-Y4-
0.0200.020
2:1
2:1725.76725.76EX. EL. 703.38
20+00.00
-Y4-
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1A RPD 20+64 TO 21+25 LT ROADWAY FILL < 0.01 0.02 0.05
1B RPD 19+80 LT
EASEMENT FOR SKIMMER
BASIN 0.01
2 RPD 14+17 LT
EASEMENT FOR SKIMMER
BASIN 0.02
3 RPD 11+19 TO 13+43 LT ROADWAY FILL 0.04 243
3 L 80+88 TO 81+57 RT BANK STABILIZATION < 0.01 11
4 L 80+88 TO 81+57 RT ROADWAY FILL < 0.01
5 Y4 19+36 LT TO 19+80 RT 42" RCP-IV 0.07 0.01 < 0.01 111
5 Y4 19+80 RT BANK STABILIZATION < 0.01 12

TOTALS*:0.07 0.07 0.05 0.05 377 0 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 13 OF 13

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
DAVIDSON COUNTY
R-5737
50195.1.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
7/8/2019