20140237 Ver 2_5_P-5204_Permit_Drawings_SWMP_Impact_Summaries_20140205_20100726

P‐52
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4
 Mc
L
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l
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 Ro
a
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p
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i
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January 15, 2014 
No
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p
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r
a
t
i
o
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 of
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 SR
 28
1
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 ov
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f
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k
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 an
d
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 Project limits extend 
fr
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28
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th
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Ch
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27
4
6
.

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t
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Ch
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Ro
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wi
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be

re
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to

to

in
t
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c
t
 with the proposed 
Mc
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Ro
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Im
p
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wi
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ma
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ru
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wi
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be

co
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 primary by grassed‐
li
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,
 ro
a
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i
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 ch
a
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l
s
 th
a
t
 ha
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e
 be
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n
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s
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 wi
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h
 mi
n
i
m
u
m
 3:
1
 sl
o
p
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s
 to
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 wa
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y
 tr
e
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 be
n
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f
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s
 and to provide an easier 
ma
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 ri
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.
 Th
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 be
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with grated inlets as part 
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 that will be impacted. 
In
 ot
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 lo
c
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 la
t
e
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 ch
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;
 th
e
s
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 ch
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 ar
e
 also proposed to have 
si
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sl
o
p
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of

3:
1

or

fl
a
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r
.

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da
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fo
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of

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pr
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 along McLeansville 
ro
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d
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m
p
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n
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 ph
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 co
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pl
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pl
a
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fo
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ar
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th
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wi
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p
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t
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due to hand clearing for 
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 me
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m
p
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a
r
y
 an
d
 se
l
f
‐mi
t
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g
a
t
i
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g
.

(V
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Page 2of 5
Sh
e
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No
.
St
a
t
i
o
n
(F
r
o
m

/

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o
)

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a
t
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e

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p
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3
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d
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Existing SCM
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+
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1
13
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7

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4
4

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2

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10
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4

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4

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12
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5

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5

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5

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V
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Proposed SCM None N/ALevel Spreader N/ANoneN/A None
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10
+
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0

L

L
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12
+
6
4

L

L
T
11
+
3
5

L

R
T
12
+
6
4

L

R
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12
+
6
4

L

R
T
13
+
6
8

L

R
T
10
+
8
0

Y
4

L
T
12
+
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0

Y
4

L
T
11
+
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0

Y
4

R
T
12
+
5
0

Y
4

R
T
30
+
7
5

L

L
T
32
+
2
4

L

L
T
33
+
0
0

L

L
T
34
+
5
0

L

L
T
34
+
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L

L
T
36
+
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L
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S
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T

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A
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W
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P
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S
0.67.3 8.0 1.6 1.6 2.12.32.8No 2.9No 2.0No
3:
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9
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31
+
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4

L

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+
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L

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T
33
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L

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L

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0

Y
2

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T
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0

Y
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Y
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T
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6
8

Y
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T
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Y
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T
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0

Y
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T
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Y
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5

Y
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L
T
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Y
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T
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5
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T
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Y
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T
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5

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R
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13.6 0.7
Ha
v
e

m
i
n
i
m
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m

d
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s
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n

c
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r
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a
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a
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verified? If No,
pr
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f
u
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r

e
x
p
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a
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c
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A
c
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l
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v
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i
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e

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r
a
d
e
d

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l
a
t

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7
2
8
.
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T
PROJECT: P-5204
z
o
>-
r +L,.
��LL
es toEH* 49
See Sheet 1-A For Index of Sheets
END PROJECT
VICINITY MAP
DETOURS • •
RAIL CROSSING CLOSURE
THIS PROJECT IS NOT WITHIN ANY
MUNICIPAL BOUNDARIES
BE
E OF NO H CA OLINA
111
AIL DIVISIONS
GUILFORD COUNTY
Y2- STA 12+00.00
-L- STA 25+23.73
-L- STA 10+00.00
BEGIN TIP PROJECT
P-5204
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD H
LOCATION: SR 2819 (McLEANSVILLE ROAD) GRADE SEPARATION OVER
NS/NCRR RAILROAD FROM SR 2826 TO NORTH OF SR 2746
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
TO BURLINGTON RD (HWY 70)
TO REIDSVILLE HWY (HWY 29)
TO R*MiMIST
**DESIGN EXCEPTION FOR VERTICAL AND HORIZONTAL ALIGNMENT REQUIRED
-L- STA 36+50.00
END TIP PROJECT
P-5204
TO GIBSONVILLE
-Y2- STA 23+00.00
END CONSTRUCTION
L- STA 23+74 48
SR 2930
=ETHELCHURCH ROAD
SITE 3 NU CONS6I RUC, 3
WETLAND AND SURFACE WATER IMPACTS PERMIT
r
50 25 0
GRAPHIC SCALES DESIGN DATA
100
0 ADT 2012 = 6,600
50ADT 2035 = 10,000
PLANS
100 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0
10 20
PROFILE (VERTICAL)
DHV = 10 %
D = 70 %
T = 8 % *
V = 50 MPH
*TTST =1% DUAL=7%
FUNC CLASS =
COLLECTOR
SUB —REGIONAL TIER
L
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT P-5204 = 0.474 MILES
LENGTH STRUCTURE TIP PROJECT P-5204 = 0.028 MILES
TOTAL LENGTH TIP PROJECT P-5204 = 0.502 MILES
NCDOT CONTACT:
SANDRA STEPNEY, PE
PROJECT ENGINEER
SITE 2
OAD
TO KNOX RD
BUFFER IMPACTS PERMIT
Proems 1n ne OMee CIa
ATKINS
1616 EAST MILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27609
[phone] NCBEES #F-0326
RATS
RATS PIEISEcr DIMINIIIA 110
SHEET
NO.
TOTAL
SHEETS
N.C.
AAA EMEND.
P-5204
RAMMER
1
SODEIIPIIEN
52400.1.STRO3T1B
FRA-FR-HSR-0006-10-01-00
PE, PE UTIL
43219.2.STRO1P5204
ROW
PERMIT DRAWING
SHEET 1 OF 19
NAD • NSRS 2007
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
SUBMITTAL: ROW PLANS
DATE: OCTOBER 28, 2013
T HYDRAULICS ENGINEER r
2012 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
OCTOBER 28, 2013
LETTING DATE:
SEPTEMBER 16, 2014
DAVID BASS, PE
PROJECT ENGINEER
BRYAN LAMBETH, PE
PROJECT DESIGN ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
P.E
1 SIGNATURE:
_
NC DEPARTMENT OP
�.
TRANSPORTATION
TM
Re DIVISION
ENGINEERING COORDINATION
AND SAFETY
1/

PROJECT REFERENCE NO.
3
DETAIL N
TOE PROTECTION
I Not la Scale) ,Rlef
Geatextile
d = 2.0 Ft.
Type of Liner= CLASS B Rip -Rap
FROM -Y1- STA. 14+75 TO STA. 17+27
SEE PLANS FOR BYPASS
STRUCTURE AND INLET
CONFIGURATION
OPTIONAL FOREBAY
RECOMMENDED
(NOT SHOWN)
4" CONCRETE TROUGH
(SEE NOTE 81
OPTIONAL DRAWDOWN
SYSTEM
6" REINFORCED �+
CONCRETE TOOTER
NOTES:
e I`
DETAIL M
LEVEL SPREADER
wNEGETATED TROUGH
'NOT TO SCALE
DRAWDOWN SYSTEM OUTLET
TO BYPASS CONVEYANCE
6" REINFORCED CONCRETE
WEIR AND ENDWALL (OR 8" MASONRY
CONCRETE MASONRY UNTO
1
1) PORTIONS OF THE LEVEL SPREADER TROUGH CAN BE LINED WITH NATIVE OR APPROVED
VEGETATION COVER.
2) LENGTH AND FLOW CAPACITY OF LEVEL SPREADER TO BE DETERMINED BY ENGINEER.
3) TROUGH SHOULD TRANSISTION SMOOTHLY INTO EXISTING GROUND AND HAVE
A SLOPE OF 2:1 OR FLATTER IN PEIDMONT AND MOUNTAINS AND 3:1 OR FLATTER
IN COASTAL PLAIN.
4) OPTIONAL DRAWDOWN SYSTEM TO BE DESIGNED AND DETAILED BY ENGINEER
BASED ON SITE CONDITIONS.
5) THE REINFORCING SHALL BE #4 BARS @ 12" CENTERS ALONG THE LENGTH OF THE WALL
STEM AND #4 BARS @18" CENTERS FOR THE HEIGHT OF THE WALL
6) THE BENT REBAR AT THE ENDS OF THE #4 @ 18" BARS SHALL BE PLACED IN A
ALTERNATING PATTERN.
To,
DENOTES HAND
CLEARING
DENOTES IMPACTS IN
SURFACE WATER
TDE�
,D,
ITE 1 I �
Wile& c C *
1405 SG Qx
6" REINFORCED CONCRETE
WEIR AND ENDWALL (OR 8"
CONCRETE MASONRY UNIT)
NATURAL GROUND
IN
17 Bl (' MIN.)
6"REINFORCED CONCRETE FO(
TOP OF LEVEL SPREADER WEIR
7) AT THE CORNERS OF THE CONNECTING WALL STEMS, THE 44 @ 12" CENTER REBARS ALONG
THE LENGTH OF THE WALL SHALL BE BENT AND EXTENDED INTO THE WALLS BY 1'-4" TYPICAL.
I—Is"-1
SECTION -AA
SECTION -BB
DIMENSION4
100' 0'
■�■�■�■�■
SCALER r_ 100'
A.
DENOTES FILL IN
WETLAND
DENOTES EXCAVATION
IN WETLAND
SPECIAL CUT DITCH
SEE DETAIL 0
LEVEL SPREADER Z 70 SPECIAL CUT DITCH
DETAIL SEE
ETAL M SEED ¢28�
EST 80DE APSRM'
PERMANENT SOIL
REINFORCED MAT
(PSRM). MIN. IB KEY
IN ON ALL SIDES
EST 80 SY PSRM
LOCATION
L
D
B1
B2
WIER ELEV.
(APPROX.)
17+50 -Y1- RT
130
1.0
3.0
-
728.0
DETAIL 0
SPECIAL CUT DITCH
I Nol 10 Scale)
Front
Ditch
Slope
0= 1.0 Ff.
FROM -Y1- STA. 19+00 TO -Y1- STA. 20+00 (LT)
FROM -Y3- STA. 10+32 TO -Y3- STA. 12+00(LT)
FROM -Y3- STA 10+48 TO -Y3- STA. 12+00 R
DETAIL P
LATERAL 'V' DITCH
I Natfo Scale)
Fill
Slope
Min. D= 2.0 Ft.
b= 5.0 FI.
4
100' 200• 300'
SPECIAL CUT DITCH
SEE DETAIL 0
FROM -Y1- STA. 21+26 TO -Y1- STA. 23+67 (LT) FROM -Y1- STA. 24+50 TO -Y1- STA. 26+50 (LT)
FROM -Y1- STA. 20+63 TO -Y1- STA. 22+00 (RT)
DETAIL Q
SPECIAL CUT DITCH
( Not to Scale)
Min. 0 = 1.0 Ft.
Ditch
Slope
DETAIL R
SPECIAL CUT DITCH
(Not to Scale)
Front
Ditch
Slope
SPECIAL CUT DITCH
SEE DETAIL 0
T 00-
PUE
LATERAL 'V' DITCH
SEE DETAIL P
GRADE TO DRAIN
•
m
pUE
4
.R.
SPECIAL CUT DITCH rnes .6
SEE DETAIL R a
1 0
4 0
A
-
0
3E
0'
SPECIAL CUT DITCH
P-5204
I SHEET NO.
7
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
IPRELIMINARY PLANS
DO NOT USE FO_ CONSTRUCTION
SEE DETAILS i.
`1
�.rnc�Li"��uwsi
ATKINS
0
P1C
lag
Lb
0
1616 EAST MILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27809
[phone] NCBEES IF-0326
PERMIT DRAWING
SHEET 2 OF 19
PAVED SHOULDER
PAVEMENT REMOVAL
8) FOR THE FOOTING ITSELF THE REINFORCING SHALL BE 2 #5 BARS @ 12" CENTERS.
NOTE: WEIR ELEVETIONS MA BE AD USTED BASED ON ACTUAL
FIELD CONDITIONS. DIMENSIONS SHOULD NOT VARY.
FROM STA. 17+70 TO STA. 19+00 -Y1- RT
FROM -Y1- STA. 20+61 TO -Y1- STA. 21+00 (LT)
FROM -Y1- STA. 18+50 TO -Y1- STA. 20+63 (RT)
D = 1.0 Ff.
-Y1- STA. 24+00 1LTI
NOTE: SEE SHEET 9 FOR -Y1- PROFILE VIEW
SEE SHEET 10 FOR -Y3- PROFILE VIEW

PROJECT REFERENCE NO.
5
0
DETAIL N
TOE PROTECIION
None Scale)
d= 2.0 Ft.
Type of Liner= CLASS Rap
FROM -Y1- STA. 14+75 TO
SEE PLANS FOR BYP
STRUCTURE AND
CONFIGURATION
OPTIONAL FOREBAY
RECOMMENDED
(NOT SHOWN)
4" CONCRETE TROUGH
(SEE NOTE el
OPTIONAL DRAWDOWN
SYSTEM
6" REINFORCED .+
CONCRETE FOOTER
NOTES:
A
r� F
DENOTES HAND
CLEARING
DENOTES IMPACTS IN
SURFACE WATER
L
DETAIL M
LEVEL SPREADER
wNEGETATED TROUGH
*NOT( =.6 ALE 6° REINFORCED CONCRETE ""s
TUN WEE
CONNCRRETEE MASONRY UNIT) "
TOBYPASS SYSTEM OUTLET: . NATURAL GROUND
TO BYPASS CONVEYANCE
6".,REINFORCED CONCRETE
WEIR -AND ENDWALL TOR 8"
CiONCRETE MASONRY UNIT)
1) PORTIONS OF THE LEVEL SPREADER TROUGH CAN BE LINED WITH NATIVE OR APPROVED
VEGETATION COVER.
2) LENGTH AND FLOW CAPACITY OF LEVEL SPREADER TO BE DETERMINED BY ENGINEER.
3) TROUGH SHOULD TRANSISTION SMOOTHLY INTO EXISTING GROUND AND HAVE
A SLOPE OF 2:1 OR FLATTER IN PEIDMONT AND MOUNTAINS AND 3:1 OR FLATTER
IN COASTAL PLAIN.
B1 (' MIN.)
6" REINFORCEDOONCRETE FOO
TOP OFLj�rrEVVEL SPREADER WEIR 1 ■
f
4) OPTIONAL DRAWDOWN SYSTEM TO BE DESIGNED AND DETAILED BY ENGINEER
BASED ON SITE CONDITIONS.
5) THE REINFORCING SHALL BE #4 BARS @ 12" CENTERS ALONG THE LENGTH OF THE WALL
STEM AND #4 BARS @18" CENTERS FOR THE HEIGHT OF THE WALL
6) THE BENT REBAR AT THE ENDS OF THE #4 @ 1B" BARS SHALL BE PLACED IN A
ALTERNATING PATTERN.
7) AT THE CORNERS OF THE CONNECTING WALL STEMS, THE #4 @ 12" CENTER REBARS ALONG
THE LENGTH OF THE WALL SHALL BE BENT AND EXTENDED INTO THE WALLS BY 11-4" TYPICAL.
8) FOR THE FOOTING ITSELF THE REINFORCING SHALL BE 2 #5 BARS @ 12" CENTERS.
FROM STA. 17+70 TO STA. 19+00 -Y1- RT
SPCTION-AA
DENOTES FILL IN
WETLAND
DENOTES EXCAVA
IN WETLAND
�cr,���;i0\
\
■ II \ ■ ■ M_
WALL r■ WO'\ \
tea \\
r� SPECIAL CDIT
SEE DETAIL UTO
/
LEVEL SPREADER J Z _ SPECIAL CUT DITCH /
SEE DETAIL M SEF DETAO.. Cl� �---��KTT�
EST 80 SY PSR j^�" r
mot/
la
1 __.
PERMANENT SOIL
REINFORCED MAT
IN
IP$RM. Iff REY
ONN AU. SIDES
EST BO SY P50.M
END WALL
4"-1
r -
SECTION -BB
DIMENSION4
LOCATION
L
D
B1
82
WIER ELEV.
(APPROX.)
17+50 -Y1- RT
130
1.0
3.0
-
728.0
NOTE: WEIR ELEVETIONS MA BE AD USTED BASED ON ACTUAL
FIELD CONDITIONS. DIMENSIONS SHOULD NOT VARY.
Min.0- 1.0 Ft.
F OM -YI- STA. 19+00 TO -Y1- STA. 20+00 (IT)
FROM -Y3- STA. 10+,32 TO -Y3- STA. 12+00 (LT)
FROM -Y3- STA. 10+48 TO -Y3- STA. 12+00 in
DETAIL P
LATERAL 'V' DITCH
HII
Blo
Min. D= 2.0 Ft.
b= 5.0 Ft.
TEA 'V' DITCH
S DE IL P
FROM -Y1- STA. 21+26 TO -Y1- STA. 23+67 (LT) FROM-Y1-YTA
FROM -Y1- STA. 20+63 TO -Y1- STA. 22+00 (RT)
PETAIL Q
SPECIAL CUT DITCH
( Not to Scale)
Min. 0= 1.0 Ft.
Ditch
Slope
FROM -Y1- STA. 20+61 TO -Y1- STA. 21+00 (LT)
FROM -Y1- STA. 18+50 TO -Y1- STA. 20+63 (RT)
SPECIAL
( Mat
CUT DITCH
SEE DET
A. 6
D= 1.0 Ft.
-Y1- STA. 24+00 (LTI
0(0)
PECIAL CUT DITCH
S EDETAIL
let
L
-16
PUE —'
LATERAL 'V' DITCH
SEE DETAIL P
GRADE TO DR!'N
43 S' UM Sid
SPECIAL CUT DITCH
SEE DETAIL R
SPECIAL CUT DITCH
SEED S i-
P-5204
I SHEET NO.
7
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FO_ CONSTRUCTION
ATKINS
R
© TANK
Phd
LO
0
1616 EAST MILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27609
[phone] NCBEES AF-0326
PERMIT DRAWING
SHEET 3 OF 19
p PAVED SHOULDER
IMMO PAVEMENT REMOVAL
NOTE: SEE SHEET 9 FOR -Y1- PROFILE VIEW
SEE SHEET 10 FOR -Y3- PROFILE VIEW

PROJECT REFERENCE NO.
P-5204
I SHEET NO.
7
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
DE
49
49
E9
E9
E9
E9
E9
E9
E9
E9
Z
�E9E
E9EpE
E9E9E
FA E9E
E9L
t9:
V1bi<
VNE9
r ESL
6,E9L
69E9E9:
0E9
E9ME
di E9E
IL —
TD
SITE 1
Toe
TEMP. IMP.
DIKE
v.rAVA e)04, -;11,
`.OP"401
TOF \ .I
Toe
TEMP. IMP.
DIKE
50' 0' S0' 100' 150'
■•■•■•■•■•
SCALE1r' 50
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FO_ CONSTRUCTION
ATKINS
1616 EAST MILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27609
(919( 876-6888 NCBEES #F-0326
C/S
N
N
0
0
z
0
op
PERMIT DRAWING
SHEET 4 OF 19
NOTE:
CULVERT CAN BE INSTALLED IN THE DRY WITHOUT STREAM
DIVERSION. TEMPORARY PUMP AROUND CAN BE UTILIZED
FOR CONNECTION OF NEW CHANNEL TO EXISTING CHANNEL.
KY% /
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES HAND
CLEARING
DENOTES IMPACTS IN
SURFACE WATER
DENOTES FILL IN
WETLAND
DENOTES EXCAVATION
IN WETLAND

F/7R/Rq
0
0
0
0
0
0
0
0
49
4,
0
.A
z
�o
4949
9
ML
AC
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
PIPE HYDRAULIC DATA
Str.No.070/ Sto.14+80
DRAINAGE AREA = 2889
DESIGN FREQUENCY = 25
DESIGN DISCHARGE = 54
DESIGN HW ELEVATION = 7/955
100 YEAR DISCHARGE = 86
100 YEAR HW ELEVATION = 7201
OVERTOPPING FREQUENCY= 100+
OVERTOPPING DISCHARGE = 207
OVERTOPPING ELEVATION = 732.00
SITE 1
42 RCP -CLASS N
AC
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
PERMIT DRAWING
SHEET 5 OF 19
PIPE HYDRAULIC DATA
Structure No.0703 Sto.22+00
DRAINAGE AREA = 526
DESIGN FREQUENCY = 25
DESIGN DISCHARGE = 10.09
DESIGN HW ELEVATION = 728.98
/00 YEAR DISCHARGE = 11.06
/00 YEAR HW ELEVATION = 729.08
OVERTOPPING FREQUENCY= 100+
OVERTOPPING DISCHARGE = 317
OVERTOPPING ELEVATION = 732.00
17 18 19 20 21 22
AC
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
24' RCP
PROJECT REFERENCE NO. SHEET NO.
ROADWAY DESIGN
ENGINEER
(110.90045X
HYDRAULICS
ENGINEER
760
750
740
730
720
1
'u 710
DtTcH LEGEND
LEFT NCH
NOTE: SEE SHEET 4 & 7
FOR -YI - PLAN VIEW
770
760
750
740
730 '
720
PIPE HYDRAULIC DATA
Str.No.04/9 Sto.11+42
DRAINAGE AREA = 1.3/
DESIGN FREQUENCY = 25
DESIGN DISCHARGE = 2.89
DESIGN HW ELEVATION = 731.48
100 YEAR DISCHARGE = 3J8
100 YEAR HW ELEVATION = 73/.53
OVERTOPPING FREQUENCY = 100+
OVERTOPPING DISCHARGE = 1035
OVERTOPPING ELEVATION = 733.70
(-J15259/.
ELEV. = 729D5

A /99
150
140 130
120 110
100 90 80 7
0 60 5
0 40 3
0
2
0 10 0 10
0 3
0 40 5
0
6
0
7
PROJ. REFERENCE NO
SHEET NO.
P-5204
X-16
0 80 90 100 110 120 130 140 160
740
730
720
750
740
rso
720
710
750
740
730
710
7
730
TIE TO EXISTING
STREAM
C 42" PIPE CULVERT; STA
14+80
PROPOSED GROUN
D
AT PIPE CULVERT
INV=716,20'
(BURIED 0.7')
PROPOSED GROUND
0.020
ALONG C CULVERT
0.020
1
5 +00.0000
. „±
.720..
710 ..
TEMP. DRAINAGE
EASEMENT
I •
IRIGHT0E-WAY
WETLAND BOUNDARY
BEGIN PROPOSED FILL
IN WETLAND
(WETLAND BOUNDARY)
BEGIN. HAND. CLEARING
FOR EROSION CONTROL
MEASURES
. LIMIT OF -HAND- CLEARING
IN WETLAND
0.020
0.020
1
4+50.0000
IT
E
.0"
INV= 715.20'
PERMIT DRAWING
SHEET 6 OF 19
(BURIED 0.7')
BEGIN EXCAVATION
IN WETLAND
BEGIN PROPOSED FILL
IN WETLAND:
(WETLAND BOUNDARY)
RIGHT-OF-WAY
•=1
4.
L TIE- TO - -EXISTING-
STREAM
PERMANENT
DRAINAGE
EASEMENT
-.1
TIE TO
STREAM
TEMP. DRAINAGE
EASEMENT
-L
WETLAND BOU
LIMIT OF HAND CLEARING
IN WETLAND
BEGIN HAND CLEARING
FOR EROSION CONTROL
MEASURES
BEGIN PROPOSED FILL
IN WETLAND
{WE-T LAND - BOUN DARY)
XISTING
NDARY
740
7,50
720
710
740
730
710
750
740
730
710
750.
740.
730.
720.
710
150 140 130 120 110 100 90 80 70 6
0 50 40 30
0 10
-Y1-
0
10
0 3
0
40 5
0
0 70 80 90 100 110 120 130 140 150

PROJECT REFERENCE NO.
P-5204
I SHEET NO.
7
49
49
fA
:9
ER
49
49
49
49
49
49
LO
rfr
O
041
tA491
1pL
i4
9L
V1ML
0,9 4,
0E0,
93M1
we9t
3
DETAIL N
TOE PROTECTION
Not la Scale) ,4e1
Geatextile
d = 2.0 H.
Type of Liner= CLASS B Rip -Rap
FROM -Y1- STA. 14+75 TO STA. 17+27
SEE PLANS FOR BYPASS
STRUCTURE AND INLET
CONFIGURATION
OPTIONAL FOREBAY
RECOMMENDED
(NOT SHOWN)
4" CONCRETE TROUGH
(SEE NOTE 8)
OPTIONAL DRAWDOWN
SYSTEM
6" REINFORCED �+
CONCRETE FOOTER
NOTES:
Bl
Ar
DETAIL M
LEVEL SPREADER
wNEGETATED TROUGH
"NOT TO SCALE
DRAWDOWN SYSTEM OUTLET
TO BYPASS CONVEYANCE
6" REINFORCED CONCRETE
WEIR AND ENDWALL (OR 8" MASONRY
CONCRETE MASONRY UNDO
1) PORTIONS OF THE LEVEL SPREADER TROUGH CAN BE LINED WITH NATIVE OR APPROVED
VEGETATION COVER.
2) LENGTH AND FLOW CAPACITY OF LEVEL SPREADER TO BE DETERMINED BY ENGINEER.
3) TROUGH SHOULD TRANSISTION SMOOTHLY INTO EXISTING GROUND AND HAVE
A SLOPE OF 2:1 OR FLATTER IN PEIDMONT AND MOUNTAINS AND 3:1 OR FLATTER
IN COASTAL PLAIN.
4) OPTIONAL DRAWDOWN SYSTEM TO BE DESIGNED AND DETAILED BY ENGINEER
BASED ON SITE CONDITIONS.
TOF
E
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
TDE
ITE 1
6" REINFORCED CONCRETE
WEIR AND ENDWALL (OR 8"
CONCRETE MASONRY UNIT)
NATURAL GROUND
IN
ALLOWABLE IMPACTS ZONE 1
WITH MITIGATION
ALLOWABLE IMPACTS ZONE 2
WITH MITIGATION
100' 200' 300'
SPECIAL CUT DITCH
SEE DETAIL 0
SPECIAL CUT DITCH
SEE DET (27o
•
PVC PPE
100'
0'
MEMEM
SCALE■ r= 100'
I LEVEL SPREADER
SEE DETAIL M
EST 80 SY PSRM /.SpE
oe
off•
•
0 •
•
TERA VDITCH
5 DE IL P
•
EL ' ■ •
1 ■ Po�0 •
or -
17 B1 (' MIN.)
6"REINFORCE0CONCRETE FO(
TOP OF LEVEL SPREADER WEIR ■
f
5) THE REINFORCING SHALL BE #4 BARS @ 12" CENTERS ALONG THE LENGTH OF THE WALL
STEM AND #4 BARS @18" CENTERS FOR THE HEIGHT OF THE WALL
6) THE BENT REBAR AT THE ENDS OF THE #4 @ 18" BARS SHALL BE PLACED IN A
ALTERNATING PATTERN.
7) AT THE CORNERS OF THE CONNECTING WALL STEMS, THE #4 @ 12" CENTER REBARS ALONG
THE LENGTH OF THE WALL SHALL BE BENT AND EXTENDED INTO THE WALLS BY 1J" TYPICAL.
B) FOR THE FOOTING ITSELF THE REINFORCING SHALL BE 2 645 BARS @ 12" CENTERS.
11-18"�1
SECTION -AA
PERMANENT SOIL
REINFORCED MAT
(PSRM). MIN. IB KEY
IN ON ALL SIDES
EST 80 SY PSRM
END WALL
r I0'
SECTION -BB
DIMENSION4
LOCATION
L
D
B1
B2
WIER ELEV.
(APPROX.)
17+50 -Y1- RT
130
1.0
3.0
-
728.0
NOTE: WEIR ELEVETIONS MA BE AD USTED BASED ON ACTUAL
FIELD CONDITIONS. DIMENSIONS SHOULD NOT VARY.
FROM STA. 17+70 TO STA. 19+00 -Y1- RT
FROM -Y1- STA. 19+00 TO -Y1- STA. 20+00 (LT)
FROM -Y3- STA. 10+32 TO -Y3- STA. 12+00 (LT)
FROM -Y3- STA 10+48 TO -Y3- STA. 12+00(RT)
LLE
LATERAL 'V' DITCH
( Nato Scale)
Fill
Slope
Min. D= 2.0 Ft.
b= 5.0 Ft.
•
161
SPECIAL CUT DITCH
SEE DETAIL 0
FROM -Y1- STA. 21+26 TO -Y1- STA. 23+67 (LT) FROM -Y1- STA. 24+50 TO -Y1- STA. 26+50 (LT)
FROM -Y1- STA. 20+63 TO -Y1- STA. 22+00 (RT)
PETAIL Q
SPECIAL CUT DITCH
( Not to Scale)
Min. 0 = 1.0 Ft.
Ditch
Slope
FROM -Y1- STA. 20+61 TO -Y1- STA. 21+00 (LT)
FROM -Y1- STA. 18+50 TO -Y1- STA. 20+63 (RT)
DETAIL R
SPECIAL CUT DITCH
(Not to Seale)
Front
Dn<I
Slope
D = 1.0 Ft.
-Y1- STA. 24+00 ILTI
pUE
LATERAL 'V' DITCH
SEE DETAIL P
GRADE TO DRAIN
fl
pUE
SPECIAL CUT DITCH
SEE DETAIL R
tIC
2R
0
\\4j 0
R >d 4 0
42
SPECIAL CUT DITCH
SEE DETAIL S
RNJ SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE FO_ CONSTRUCTION
ATKINS
Q CM1+ 11 Jo
W `1
0
P1C
lag
Le
0
1616 EAST MILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27609
[phone] NCBEES RF-0326
PERMIT DRAWING
SHEET 7 OF 19
11 PAVED SHOULDER
SEM PAVEMENT REMOVAL
NOTE: SEE SHEET 9 FOR -Y1- PROFILE VIEW
SEE SHEET 10 FOR -Y3- PROFILE VIEW

PROJECT REFERENCE NO.
SHEET NO.
P-5204
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
49
49
E9
49
49
E9
49
E9
E9
49
49
49
mow:
9:
,E9L
0E9
0E9
0E9
50'
SCALE' 50'
0'
50'
100'
\\\\\\\
\\\\\N
i •iiiii• ,
•••••••!
IPRELIMIN
DO NOT USE FO
ATKINS
HYDRAULICS
ENGINEER
RY PLANS
CONSTRUCTION
1616 EAST MILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27609
(919( 876-6888 NCBEES #F-0326
PERMIT DRAWING
SHEET 8 OF 19
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2

PROJECT REFERENCE NO.
P-5204
I SHEET NO.
8
RW SHEET NO.
� IP
0 di
a
EV °
i
i
0
I—
E--oJ
xx-2t
x�x
I
----\ ---
11.0116
'1Ilrws
b )I
ME PO a
aLSESIN
I100' 0' 100' 200' 300'
■ ■•■•■•■
SC*LEs r■ E00
ow OS
rswrr*
♦
• --6-`$`\
1
T .( / I I
tI s I
o
� I
�I
/ 1
Q''
Q
•
i o i 0
II 1 Jf�
test —T=�Cgrr
is, r: ■
o
N 53"52'1$E
----
+17 — -�
coach O
0
DENOTES IMPACTS IN
SURFACE WATER
CLASS B ORIPSRAP �`... �' `.
EST 35 SY FF r SO p:
`
•
1
6
PERMIT DRAWING
SHEET 9 OF 19
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
IPRELIMINARY PLANS
DO NOT USE PO_ CONSTRUCTION
ATKINS
SITE 2
-•
•
, RnE
- - - - 'ore.
•
•
• • • • 7
J
0
0%
1616 EAST MILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27609
[phone] NCBEES NF-0326
`
/ `
•
•
♦ -.
•
•
IMPEL
.•
--
I
I 1
8 , E
-/ 1
to,„„„„„,.....,,,,\
- 1
/
,�
\
4y----1,
ES,Ku.
to_ en n III
War NIP
PS N
me rr
MATCHLINE SEE SHEET 7
NOTE:SEE SHEET 13 FOR -SR1- PROFILE VIEW

PROJECT REFERENCE NO.
-5204
I SHEET NO.
8
I \ 100
4.
4.
to
4.
6
4.
4.
w
Z
**E1
4.w5
LU▪ WU
V1W2
>4.o
NAL,
* OW
*A*-
4.4.
o• ! / IOo•
DENOTES IMPACTS I
SURFACE WATER °
r �~
PIr
90.00.170
MATCHLINE SEE SHEET 7
PERMIT�D\RAW I\ Cz
SHEET 0 OF \
i
•
•
•
RS
916
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
00 NOT USE PO_ CONSTRUCTION
ATKINS
1616 EAST MILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27609
[phone] NCBEES 8F-0326
ant res vs IS IIII
wn NIS
Z
•
1
NOTE:SEE SHEET 13 FOR -SR1- PROFILE VIEW

PROJECT REFERENCE NO.
P-5204
I SHEET NO.
8
RW SHEET NO.
DENOTES IMPACTS IN
SURFACE WATER
IP
•
BEGIN CONSTRUCT/ON
Sto.10+15.39
CONC U
ANN E BROWN
BB 4044 PG 31
C3
O
J
4
x
DB 368v tau I.
i
N 33"52'11.4'E
ill
I
INV=741.60'
15. RCP
AWE BROMN
DB 686 PG 203
■ ■ ■ ■ ■
■ ■ ■ ■ ■
POT Sto.12+59.33
END CONSTRUCTION
Sto. 12+49.33
6.
- - - _ 1 WOOD DECK
-1ROCKf
WaLEI
X 2c
a
87°22'09" E
219.99' `
n�LANTER
nrb
EST 30 TONS W • 0/
CLASS B RIP RAP
GST 35 SY FF /
i/R IRON
INV=741.31'
LIP
N
O
I
N N
a I
/
1. I
••
/,
PT to.10+45.66
,s 8
20' UTILITY EASEMENT
PC Sto. 10+13.70
POT Sto. 10+00.00
IOW
E
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
00 NOT USE PO_ CONSTRUCTION
ATKINS
161E EAST MILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27609
[phone] NCBEES MF.0326
PERMIT DRAWING
SHEET 11 OF 19
SCaLEhr. 90'

/JR/R9
-DI-
P1 = /0+41•50
EL = 727.78'
VC = 70'
K =
P1 = /1 +49.00
EL = 754.66'
(+14.0000%
(+l15.0000%
.1•
(+)2.2972%
BEGIN GRADE
f
710 ELEV. = 72683
P1 = 11 +54.00
EL = 755.4/'
END GRADE
l/f �21
ELEV. = 75583
(+12.0000%
11 12
-SRI -
Pl = 1O#40A0
EL = 746174'
VC = 40'
K = 7
DS = 20 MPH
PI I. u#50A0
EL = 74178'
VC = 165'
K = /7
DS = 20 MPH
30' RCP
.00
BEGIN GRADE
-SRI- STA. 10+15.39
ELEV. = 746.50
SITE 2
P1 = /1 +59.00
EL = 755.6/'
END GRADE
-SRI- STA. I2#49.33
ELEV.- 74675
PERMIT DRAWING
SHEET 12 OF 19
PROJECT REFERENCE NO
SHEET NO
P-5204
13
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE POl CONSTRUCTION
NOTE: SEE SHEET 4 FOR
- DI- PLAN VIEW
NOTE: SEE SHEET 8 FOR
- SRI- PLAN VIEW
10
11 12

150 140 130 120 110 100 90 80 70 60 50 40
30
20
10
ICI
U 5 II) PRni REFERENCE NO. SHEET No
P-5204 I X-32
10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
a
ol
a
ol
ol
w
w
Z
-xol
olaa
N(AZ
Of*,
**LC)
•(AD
01WO
W E9E9
wwu* WV
'
160
750
740
730
750-
740
30" PIPE CULVE
ROPOSED GROUND
AT PIPE CULVERT
BEGIN PROPOSED FILL
IN STREAM
INV= 739.3)
(BURIED 0.5') END PROPOSED FILL
IN STREAM
PROPOSED GROUND ALONG C
—
0.020 0.020
12 + 00.00
RT; STA
11+73
3
EXISTING 15" CORR. P
PE (TO
EXISTING GROUND
AT CL PIPE CULVERT
BE REMOVED
PERMIT DRAWING
SHEET 13 OF 19
INV= 737.50'
(BURIED 0.51
CULVERT
BEGIN JURISDICTIONAL
LIMITS OF STREAM
760
750--
740-
730--
7• 0
750
740
730
750
740
750
750
71
730
150
740
..730
-----------
0.020 0.020 -----------
11 +50.00
0.020
0.020
150 140 130 120 110 100 90 80 70 6
0 50 40 30 2
11 + 00.00
SRi-
o 10 0 10
20 3
0 40 50 6
0 70 80 90 100 110 120 130 140 150
750-
1,40
730-
750-
740
>50-
750-
740.
730.
7so.
7•K).
730.

PROJECT REFERENCE NO
SHEET NO.
LLA
10
L0
N
tos
-L-
P9 Sto 21.5442
pD • 65 tLrl
L • 448IL9r
r ■ 858MF
• 00000
SE ■
OS • 5011PH
DETAIL A
SPECIAL CUT DITCH
( Not to Scale)
-r/-
Pt 90 n+6r,J16
p ■ 2f24'37ZtLT1
L • pY
r • 1 SA•TJF
SE
R. 601LOf1
DS■%
Fr
ont
Slope
Min. D= 1.0 Ft.
FROM -L- STA. 12+00 TO -L- STA. 13+00 (LT)
FROM -Y4- STA. 10+80 TO -Y4- STA. 12+00 (L
FROM -Y4- STA. 10+80 TO -Y4- STA. 11+50 (R
RETAIN
FROM -L- STA. 15+50 TO -L- STA. 16+28 (RT)
SPECIAL CUT DITCH
SEE DETAIL A
OS
I9.
6*0
tfi0
OLt
-r4-
Pt Slo sumo
p ■ J8'47 3501Lr1
0• OIt
•
r ■ 8802'
SE■■ 61e
DS • .701Ptt
RETAIL B
SPECIAL CUT DITCH
( Not to Scale)
FROM -L- STA. 11+35.59 TO -L- STA. 13+64 (RT)
DETAIL E
LATERAL BASE DITCH
I.. to Scale)
117
1"At.
Min. D= 2.0 H.
8= 3.0 Ft.
b= 5.0 Ft.
FROM -L- STA. 13+50 TO
Fin
Slope
-L- STA. 23+00 (LT)
S
X
13 0
BEG* PROJECr P-5204
-L- POr Slo,10.0
SHLD TAPE
•
DE
PECIAL CUT
DITCH SEE
0
REMOVE
-„Ala....
INV -
735.98'
REMOVE
EST 3 TONS
CLASS 8 RIP RAP
10 SY FF
`SPECIAL CUT DITCH
SEE DETAIL A
REMOVE
GROW IMAM
w•6.Oaq
TDE
Q 3ZtLrl
L • • 296
ritSfr
r■sa,4Tr
R • 90O0'
DS■15W
FROM -L- STA. 14+00 TO -L- STA. 15+50 (R1)
DETAIL F
STANDARD BASE TAIL DITCH
Nat to Sole)
oun
ceate.tne O Min. D= 6.0 Ft.
Max. d= 2.0 Ft.
"When B is < 6.0' B= 4.0 Ft.
Type of Liner= CLASS B Rip -Rap
j
INV=
33.92'
_L_
TA. 16+40
EST 3 TONS
CLASS B RIP RA
10 SY FF
0
RE OVE
-SPECIAL CUT 1 TC
SEE DETAIL 8
McLEANSVILLE RD AT BIRCH CREEK RD
TRAFFIC DIAGRAM
3900
7900
5000
7800
McLEANSVILLE RD
00
1300
1700
18.Q
800
BIRCH CREEK
ROAD
2012 BUILD ADT
2035 BUILD ADT
McLEANSVILLE RD
15"PIPE
ELBOW
Pt S10 4402r
p • Ira" r tRri
L0
•� .
• r■22A9F
R ■ MOO
Osi
w2
DENOTES IMPACTS IN
SURFACE WATER
(POND)
IOW
SCALEI r: 100•
0•
DENOTES IMPACTS IN
SURFACE WATER
.ILL/GUARD e m scut
o�SITE
-L- S►0, 4051595 ■
-ri- idart0 r lrg
3
3.0LATERAL BASE DITCH 0
41,
Off,
SEE DETAIL E
TOO'
PERMIT DRAWING
SHEET 14 OF 19
zoo*
3.0' LATERAL BASE DITCH
SEE DETAIL E
tlie Rd'
INV = "2.05: goo 1 MV vo
719.30'
RE
STANDARD 'V' DITCH c�
SEE DETAIL D
REMOVE
_ hm
LATERAL 'V' DITCH
SEE DETAIL C 6 1
TDE
EST 33 TONS
CLASS B RIP RAP
EST 40 SY FF
BR BET SALL
4s
t•
•Nkssl
•
•
GRADE TO DRAIN
(SEE X-SECTIONS)
INV-725.50'
TUE
-0- PC SM,10+9/,J8
McLEANSVILLE RD AT BETHEL CHURCH RD
TRAFFIC DIAGRAM
5000
7800
6600
10000
McLEANSVILLE RD
1100
2400
4400
2000
3300
BEFHEL CHURCH
ROAD
2012 BUILD ADT
2035 BUILD ADT
McLEANSVILLE RD
CLASS B RIP RAP
EST 10 SY FF
15" COR.
PIPE ELBOW
TOP.-758.88'
INV=756.12'
REMOVE
300•
EST 42 TONS
CLASS B RIP RAP
EST 47 SY FF
INV=730.60' /•
BMS ELEVATION r 755e35
N 0S6123 E TIT03T64
BTISTATTON 46.50.14
S 46r58•34,6- * D8st 330.T9
RR-SPHtE N BASE OF POSER POLE
R'W SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE
rE PLANS
DO NOT USE FOR
t/W ACQUISITION
PRELIMIN2t
RY PLANS
DO NOT USE FO
CONSTRUCTION
ATKINS
06,
1616 EAST NILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27609
[phone] NCBEES AF-0326
00
COMMUNITY FOUNDATOR REAL ESTATE
MA0NBA0E NPC NC
TOSS
AA M
60 6FtPC
4 Yt
N.ACF1'.
Pr SIo.10.q%.44
S 83"28F 24s E
DATUM DESCRIPTION
Ti( LOCALIZED COORDINATE STSIEM IEVELOFED FO0 THIS 1*01C1
IS RASED ON THE STATE PLAtM COORDINATES ESTA&LISTE0 0T
NC1101 FORRONMtNI-TI1OIF-1_
11111 NAO 03/1606 2001 STATE ItANE GRID COORDINATES OF
NORTHING: 050109.3Z6tf11 FASTING: 1005511.675m1
ELEVATION: 162. M T:1
THE AIERMC COMBINED GRID FACTOR MSED ON THIS MUCCI
eGROuND TO GRIOT 1S1 0.999952493
ITE N.C. LAMBERT GRID REARING AM
LOCALIZED HORIZONTAL CWJJII DISTANCE rl
-T/ROir-r TO -t- STATION 1040
IS 1000.6665x AT S 69' 39e 20.14. 0
ALL LINEAR DITENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DAIIMI MSED IS NATO 00
PAVEMENT REMOVAL
NOTE: SEE SHEET 8 FOR -L- PROFILE VIEW
SEE SHEET 9 FOR -Y1- PROFILE VIEW
SEE SHEET 11 FOR -Y4- PROFILE VIEW
SEE SHEET 11 FOR -Y5- PROFILE VIEW
SEE SHEET 12 FOR -D1- PROFILE VIEW

PROJECT REFERENCE NO
SHEET NO.
P-5204
4
-L-
PB Sto 21.5442
pD • 65 tLri
L • 44889T
r • 8581r
R • 43000'
SE ■ SZ
OS • 50,IPH
DETAIL A
SPECIAL CUT DITCH
( Noi to Scale)
-rI-
PI go n+6T,J16
p • 2T24'37rtLri
L • �Y
r • 8543.
R. 601L"
DS • %
Front
Slope
Min. D= 1.0 H.
FROM -L- STA. 12+00 TO -L- STA. 13+00 (LT)
FROM -Y4- STA. 10+80 TO -Y4- STA. 12+00 (L
FROM -Y4- STA. 10+80 TO -Y4- STA. 11+50 (R
FROM -L- STA. 15+50 TO -L- STA. 16+28 (RT)
1120'52OIrE
PT S1r:LRAMES
SEE DE TAU- A
D
Ape
0o
0�
1»5
02
DO
AU
0C
wu
0e
a
BEGIN PROJECT P-5204
-r4-
P9 Sta a•77340
p ■ 38'47 55D1LT)
0 • 0 9
•
r - 68812'
SE•■ 61e
DS • MPH
DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
FROM -L- STA. 11+35.59 TO -L- STA. 13+64 (RT)
DETAIL E
LATERAL BASE DITCH
117
Not to Scale)
1"Ai.
Min. D= 2.0 Ff.
8= 3.0 Ft.
b= 5.0 Ft.
Fin
Slope
FROM -L- STA. 13+50 TO -L- STA. 23+00 (LT)
-L- PDT Sia,10.0W
Iil 0 4iiii100
-L- SIa,U#W57 • — \
-r4- POT Step i2f7505
SHLD TAPE
Ae.
PECIAL CUT
DITCH SEE
JE
-rs-
Q 3ZILri
D ! 296
r ■ 5044
R • 5000'
DS ■ 15W
FROM -L- STA. 14+00 TO -L- STA. 15+50 (R1)
DETAIL F
STANDARD BASE TAIL DITCH
Nat io Scale)
Type of Liner= CLASS B Rlp-Rno
16+40
`TO&_
P1 Sta ari427
• tr03' aB MT;
L0
•� .
r • 2249'
R • )50017
DENOTES IMPACTS IN
SURFACE WATER
(POND)
100'
/i///
0'
DENOTES IMPACTS IN
SURFACE WATER
100'
PERMIT DRAWING
SHEET 15 OF 19
200'
300'
SCALE: I'= 100'
veg.- ATM
_ i._, .—
LATERAL BASE DITCH
SEE
.,% SEE DETAIL E
REMOVE
'_Ye -
NV=
735.98'
REMOVE
EST 3 TONS
CLASS B RIP RAP
10 SY FF
SPECIAL CUT DITCH
SEE DETAIL A
REMOVE
INV=
33.92'
EST 3 TONS
CLASS B RIP RA
10 SY FF
LATERAL BAS DITC1.
E-{>8TA1L-
J
TONS
CLASS 8 RIP RAP
EST 10 SY FF
= 758.42'
EST 42 TONS
CLASS 8 RIP RAP
—�'- EST 47 SY FF
1
•
GRADE TO DRAIN
▪ _ - (SE X-SECTIONS)
BASE TAIL DITCH t
MV- SEE DETAIL 2'TONS� INV-725.60' • ~
30' / CLASS B RIP RAP
EST. 7X_-FF X ` �6
�� 1 ����
GRADE TO DRAIN ` 4/
GEE X-SECTIONS — 5�• 15" COR. S q fit
\J:- PIPE ELBOW
INV-72 �.50 , woe 'No,
�•./z, �
INV= 730.60
1
-SPECIAL CUT DITCH
SEE DETAIL B
LATERAL 'V' DITCH
SEE DETAIL C
1t RAN.
McLEANSVILLE RD AT BIRCH CREEK RD
TRAFFIC DIAGRAM
McLEANSVILLE RD
BIRCH CREEK
ROAD
2012 BUILD ADT
2035 BUILD ADT
McLEANSVILLE RD
TE
EST 33 TONS`
CLASS 8 RIP RAP
EST 40 SY FF
TUFT \ r^
TOP-758)88'
INV - 756.12
REMOVE
TDE TDE 'Ir
��ID (xO
J
• S•
•
•
• 1,
\ 1
EST 32 TONS
CLASS 8 RIP RAP
EST 42 SY LO
4
-01- PC 51o.10.9B18
cLEANSVILLE RD AT BETHEL CHURCH RD
TRAFFIC DIAGRAM
McLEANSVILLE RD
1100
2400
4400
2000
3300
BETHEL CHURCH
ROAD
2012 BUILD ADT
2035 BUILD ADT
McLEANSVILLE RD
FIM9 ELEVATION • 755.35
N M56Qs E re03T64
BYISTATIOM 46.50.74
S A6'5r'34.M- t D8st 330.79
RR•SPRE N BASE OF POIIER POLE
R'W SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLE
rE PLANS
00 NOT USE FOR
t/W ACQUISITION
PRELIMIN2t
RY PLANS
00 NOT USE PO
CONSTRUCTION
ATKINS
1616 EAST NILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27609
[phone] NCBEES NF-0326
00
COMMUNITY FOHMMAIM REAL ESTATE
MAONBAOE NTOMS PC NC
JOMI
SO MUMMY
PAP6111
1� • PCF 17�
OBLfTERATE
-r5- PC Stae I()+i660
PT Sta, COMM
S 83"28'24ITE
DATUM DESCRIPTION
Ti( LOCALIZED (IODINATE SYSTEM IE1ELOFEO FM THIS 1*0, O
IS BASED ON THE STATE RYE COORDINATES ESTABLISHED MY
NEU01 FOR IOMMENI 'T11OIF-1
MITH NLB M3/NSRS 2001 STATE RYE GRID COORDINATES OF
NORTHING: $58709.326(H1 CASTING: 1005511.6151Fn
ELENATION: 162.132UtI
THE AIERMC COMBINED MID FACIOI ZED ON THIS PI JCCI
MOM 1O GRID: 1S: 0.999952495
THE N.C. LMA[RI LAID MEMIING MO
LOCALIZED HORIZONTAL MOM DISTANCE FROM
-YIMOTF-r TO -t- STATION :MO
IS IMM6.6665e AT S 69' 59' 0.1A• 0
ILL LINEN: DIIENSIIONS ARE LOCALIZED HONIZONIAL DISTANCES
IERIICAL DAIIMI USED IS NM MI
PAVEMENT REMOVAL
NOTE: SEE SHEET 8 FOR -L- PROFILE VIEW
SEE SHEET 9 FOR -Y1- PROFILE VIEW
SEE SHEET 11 FOR -Y4- PROFILE VIEW
SEE SHEET 11 FOR -Y5- PROFILE VIEW
SEE SHEET 12 FOR -D1- PROFILE VIEW

PROJECT REFERENCE NO.
69
E9
E9
E9
EA
E9
EA
LO
49
Z
eV
EA,
1-69
NEA
NM
MEA
69E9
9
69E9
6E
FA EA
GRAPEVINES
X
TDE
REMOVE
X
WE!I
PUMP
TDE
EST 3 TONS
% CLASS B RIP RAP
�� ���-BYI-13c 10 SY FF
Ffit Sta. I +08:
`�`-3\ F 26.97 T
•
r'2
24'
TYP
1-
w
1-
(al .' b I
co
0 —SPECIAL CUT DITCH
nA SEE DETAIL B tGRA<
X-
T
SGLEi ru SC
TDE
i CONC WALKN
LATERAL 'V' DITCH t �� PORC
a
TDE
SEE DETAIL C
IS BK D
(NY
SITE 3
TDE
GRASS
TDE —
EST 33 TONS
CLASS B RIP RAP
EST 40 SY FF
as
TDB
)
P-5204
I SHEET NO.
4
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE
PLANS
00 NOT USE POR
l/ W ACQUISITION
PRELIMINI
RY PLANS
00 NOT VSE FOj
CONSTRUCTION
ATKINS
PERMIT DRAWING
SHEET 16 OF 19
TDE —
EST 32 TONS
CLASS B RIP RAP
EST 42 SY FF
DENOTES IMPACTS IN
SURFACE WATER
(POND)
DENOTES IMPACTS IN
SURFACE WATER
1616 EAST NILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27609
[phone] NCBEES 6F-0326

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5
SHEET 17 OF 192/11/2014
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52400.0.STRO3T1B P-5204RAIL DIVISONSNC DEPARTMENT OF TRANSPORTATION GUILFORD COUNTY
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BUFFER REPLACEMENT SHEET 18 OF 19PROJECT: 52400.1STR03TIB (P-5204) January-14N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS GUILFORD COUNTY
PROJECT REFERENCE NO.
P-5204
ISHEET NO.
EC-2O/CONST
R/W SHEET NO.
Replant Wetland
Areas with
Native Grasses
and Shrubs
SLOPE PROTECTION
SEE DETAIL N
EST 70 TONS CL B RIP RAP
EST 72 SY FF
Return Ground to
Original Elev.
and Plant with
Native Species
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100'
Return Ground to
Original Elev.
and Plant with
Native Species
Replant Buffer
Zone 1 with
Native Bottom -
land Hardwoods
Replant Buffer
Zone 2 with
Native Shrubs
and Grasses
0'
■■■■■■■■■■
SCALEt re 100'
IOW
Place Coir
Matting along
Stream Bank
Before Plantin
Replant Upland
Areas with
Native Bottom -
land Hardwoods
EST 125 TONS
CLASS B RIP RAP
EST 130 5Y FF
Return Ground to
Original Elev.
and Plant with
Native Species
\LEVEL SPREADER FOREBAY,.
EST 72 TOAD
CLASS B RIP RAP
EST 75 SY FF
Place Coir
Matting along
Stream Bank
Before Planting
200'
SLOPE PROTECTION
SEE DETAIL N
300'
SEE IALAIL ; D H
SPECIAL CUT DITCH
SEE DETAIL Q
LATE EL 'VDITCH
SEE DETAIL P
EST 25 TONS
CLASS B RIP RAP
EST 36 SY FF
SPECIAL CUT DITCH
SEE DETAIL
Leave Basin in
place until
Final Constr.
is Complete
Return Ground to
Original Elev.
and Plant with
Native Grasses
t-
SPECIAL CUT DITCH
SEE DETAIL 0
EST 3 TONS
CLASS B RIP RAP
EST 10 SY FF•
)
LATERAL 'V' DITCH
SEE DETAIL P
SPECIAL CUT DITCH
41121
SEE DETAIL R
SPECIAL CUT DITCH
SEE DETAIL 5 — —
tiT
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
IPRELIMINARY PLANS
DO NOT USE PO_ CONSTRUCTION
ATKINS
PE C1
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LO
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1616 EAST MILLBROOK ROAD, SUITE 310
RALEIGH, NORTH CAROLINA 27609
[phone] NCBEES #F-0326
PERMIT DRAWING
SHEET 19 OF 19