20190734 Ver 1_W-5710Y_Permit Drawings_20190531_20190605

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See Sheet 9-A For Index of Sheets
See Sheet 1-B For Conventional Svmbols
PERMIT
DRAWINGS
STATIC OF NORTH CAROL INA
DIVISION OF HIGHWAYS
UNION COUNTY
STA'EE
STATE PROIP.CT REPERENC6 NO.I
.. T
SX S
W-5 710Y
I
TQ PROl.N0.
-P—
I—RIPTION
44856.1.25
HSIP-1315 021
PE
44856.2.25
HSIP-1315 021
ROW/UTIL
44856.3.25
HSIP-1315 021
CONST
LOCATION: INTERSECTION OF WAXHAW INDIAN TRAIL ROAD (SR 1008)
AT NEW TOWN ROAD (SR 1315)
TYPE OF WORK: GRADING, PAVEMENT REMOVAL, DRAINAGE, PAVING,
CONCRETE ISLANDS & THERMOPLASTIC PAVEMENT MARKINGS
END TIP PROJECT W-5710Y
-L- STA. 22+05.00
a
oci
z�
Z
a
a
z
a
3 tO�N TO MONROE
SITE 1 R
NEB
END CONSTRUCTION
-L- Sta. 15+81.56= -Yl- STA. 21+80.00
-Y1- Sta. 15+74.28= '
BEGIN CONSTRUCTION
-Yl- STA. 10+75.00
I
I
0
2
i
BEGIN TIP PROJECT W-5710Y
-L- STA. 10+30.00
NOTE:
1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
2. DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL AND SSD ON -L- PROFILE.
a
�a
Z
PERMIT DRAWING
SHEET 1 OF 6
4PRIIH[dN.�R�Y Il�1L.5�NS
OT USE FOR CONSTRUCTION
ENT NOT CONSIDERED FINAL
ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED BY:LUP
HYDRAULICS ENGINEER
RAC �C RUM , N KRTH C R KAHL, 27
900 RIDGEFIELD DRIVE, SUITE 350
RALEIG C NORTH C O. F-011 27609
NC LICENSE NO. F-0112
1-888-521-4455 OR 919-878-9560
50 25 0 50 100 ADT 2019 = 15,000 � W®gyp
ADT 2040 = WA
LENGTH ROADWAY TIP PROJECT W-5710Y............ 0.223 mile FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PLANS DHV = WA
TOTAL LENGTH OF PROJECT W-5710Y................... 0.223 mile 2018 STANDARD SPECIFICATIONS a� a D = WA RIGHT OF WAY DATE: Michael Merritt, P.E.PROJECT ENGINEER SIGNATURE: Pam. a
50 25 0 50 100 T = WA March 8 2019
V = 50 MPH ROADWAY DESIGN
LETTING DATE: ENGINEER
Scott Blevins, P.E.
PROFILE (HORIZONTAL) FUNC CLASS = MAJOR June 19, 2019 PROJECT DESIGN ENGINEER
OP, TR R��
10 5 0 10 20 COLLECTOR
NCDOT CONTACT: Randy Bowers
PROFILE (VERTICAL) A,
PROJECT ENGINEER -DIVISION 10 P.E.
SIGNATURE

DETAIL A
SPECIAL CUT DITCH
( Not to Scale)
Front
at Ditch
Natural �'� het Slope
Ground ?•j D\o
Min. D= 1.5 Ft.
-L-
STA. 10 + 00
TO
STA. 10 + 50
RT
-L-
STA. 10 + 00
TO
STA. 10 + 50
LT
-L-
STA. 12 + 00
TO
STA. 15 + 00
RT
-L-
STA. 18 + 00
TO
STA. 19 + 69
RT
-L-
STA. 21 + 50
TO
STA. 22 + 00
RT
-L-
STA. 21 + 50
TO
STA. 22 + 00
LT
-Yl-
STA. 10 + 50
TO
STA. 11 + 00
LT
-Yl-
STA. 12 + 00
TO
STA. 13 + 50
LT
-Yl- STA. 17 + 00
TO
STA. 21 + 00
LT
-Yl-
STA. 19+50
TO
STA. 20+50
RT
-Yl-
STA. 21 + 00
TO
STA. 22 + 00
RT
-Yl-
STA. 21 + 50
TO
STA. 22 + 00
LT
DETAIL D
LATERAL BASE DITCH
( Not to Scale)
Natural
Ground 2.j D r) \ III/Ft. Fill
Slope
a Min. D= 1.5 Ft.
I. �►I B = 2 Ft.
b = 5 Ft.
-L- STA. 15 + 00 TO STA. 16 + 00 RT
-Yl- STA. 16 + 62 TO STA. 19 + 50 RT
DETAIL G
FALSE SUMP
( Not to Scale) �1
O
E Outside Ditch --- �2 0
Traffic Flow A 20:1
N13
7etc.
K— S — S=Ditch Slope Proposed tc
STA. 19 + 00.00 RT
DETAIL B
CUT DITCH
( Not to Scale)
t Front
a Ditch
Natural \ het Slope
Ground .7 D F\�
d
Geotextile Min. D= 1.5 Ft.
Type of Liner= Cl B Rip —Rap Max. d= 1.5 Ft.
-L- STA. 19 + 69 TO STA. 21 + 50 RT
-L- STA. 19 + 69 TO STA. 21 + 50 LT
DETAIL E
LATERAL 'V' DITCH
( Not to Scale)
Natural � �— Fill
Ground ?• j D Slope
Min. D= 1.5 Ft.
b = 5 Ft.
-L- STA. 17 + 3 8 TO STA. 18 + 00 RT
-Yl- STA. 16 + 71 TO STA. 17 + 00 LT
DETAIL C
LATERAL BASE DITCH
( Not to Scale)
Natural
Ground ?.j D 7A 1'iFt. Fill
Slope
a Min. D= 2.0 Ft.
I<"�I B = 4 Ft.
b = 5 Ft.
-L- STA. 18 + 88 TO STA. 19 + 69 LT
DETAIL F
LATERAL BASE DITCH
( Not to Scale)
Natural Fill
Ground d ?'% D % 1' Ft. Slope
GEOTEXTILE
B ON BANKS EMBEDDED Min. D= 2.0 Ft.
RIP RAP Max. d = 2.0 Ft.
*When B is < 6.0' B = 2-4' Ft.
Type of Liner= Cl B Rip -Rap b= 5 Ft.
-L- STA. 17 + 14 TO STA. 17 + 38 LT
-Yl- STA. 13 + 30 TO STA. 15 + 00 RT
-Yl- STA. 13 + 50 TO STA. 15 + 35 LT
PROJECT REFERENCE NO.
SHEET NO.
W -5710Y
DITCH DE.
W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 2 OF b
ENGLISM
RK.%K
P:[phone]
900 Ridgefield Drive Suite 350 I Raleigh, N., a'., lue 27609-3960
NC License No. F-0112

4'-4"
1r Orr
V-6e
l'-B"(TYP.)
4" TYP.
V-6" C&G
12'r DRAINAGE TROUGH IN
TRUCK MOUNTABLE APRON
AS DIRECTED BY ENGINEER
INSET FOR SITE 1
EIP
I
O SITE 1 —RAB— POC Si
—Yl— POT Jro./.7*bz.
SHIRLEY DAVIS WALSER TRUSTEE —Yl— PC St0.12+52.20
—Yl— PT Sta.13+96.01
LATERAL BASE DITCH
SEE DETAIL F
-Yl- POT Sta. /0+00.00 I=dmant Natural
- s Company Inc.,
8 ", Plastic SPECIAL C T DITCH
1 SEE DE AIL A
1 �
SPECIAL CUT DITCH
SEE DETAILA '
Windstream �I,Nc R/w' —
Communications Inc..
Unknown Size EIP I _ 34�— '
$� 21
/ .6� zo.00 asr co„n+y wa+er and sXeY Is
Windstream exlslt
Comm unlcations Inc..
Unknown Size
e
END CONST
— — .11 C
SPECIAL CUT DITCH
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL B
O
ERRY JILL DAVIS
Em
ATERAL BASE DITCH
SEE DETAIL C
° -L- POT Sta 22+20.19 /
I J I JERRY GILL DAVIS /
\V SPECIAL CUT DITCH /
SEE DETAIL j
h L
r
I I
I
WI I
I w
i Ito Oj I SPECIAL CUT DITCH
N) SEE DETAIL B
31
I� Io
0
)FINE // I
I
I
3- POC Sta. lI 7.08=
—L— POT S +/8.36a
7� �v F
NOW
Ci-
UAS VENT PIPE
O
FII
Piedman+ Nntaral
— o oUE�_�i�CrE a..
0 XII
o�
LATERAL BASE DITCH T I
SEE DETAIL F
.,�
-L- PT Sta. 15+88b6 I
GRADE TO
Conform Networks, Unknown Size and motor �y� I IIII
V
3
I
I E
X
Union county water and Sewer Dlstrlat, 11 '. U.I.
2
I �I
LEE DONALD DAVIS ET AL
I C�l
II IF,
II
II
FS ELEV=588.74 O
DORIS DAVIS THURMAN ET AL
SPECIAL CUT DITCH
SEE DETAIL A
PROJECT REFERENCE NO.
SHEET NO.
W -5710Y
4
r.
RMT SHEET NO.
p
p
N
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
00
00
Z
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DENOTES IMPACTS IN SURFACE WATER PERMIT D RAW I N G
® IM AOCTSS TEMPO
S RACRY E WATER SHEET 3 OF 6
GLI
25 0 25 50
SCALE FOR INSETS
SPECIAL CUT DITCH
SEE DETAIL A
Windstream COMMUnicatlons Inc., Unknown Sze_
6 P\ost\c
CH
� a"\na"
LATERAL E
SEE DETTAILAIL E c
SPECIAL CUT DITCH
—L— PC Sto. 18+06b4 SEE DETAIL A E p e\edma" E
LATERAL V DITCH
SEE DETAIL E
aB- POC Sta. 10+85.18= /
-Yl- POT Sta.16+62.2/ i / // �� / SPECIAL CUT DITCH
�j� / SEE DETAIL A
0.
pD /��� �E END CONS
-Yl- POT
/ P i315 N
5 SPECIAL CUT DITCH
SEE DETAIL A
a� aIII
P
-Yl- PC sta. 2/+3f
W'A
/ JE/ LATERAL BASE DITCH
SEE ID POT Sta. /6+68.36=
-Yl- POT Sta.16+12.2/
OJT Conterra Networks,
Unknown Size and material
�� RAB PC Sta 10+0000
-RAB- PT Sta.13+14.16=
l -L- POT Sta.16+18,36
LATERAL BASE DITCH O
SEE DETAIL D
GEORGE H. WINCHELL : SANDRA A. FENN
CAROL SUE GATES Iand MARGARET W. THE!WES
I
Iw
I
A
II SPECIAL CUT DITCH
W SEE DETAIL A
II
MATCHLINE —L—
STA. 12+50
III F(
I�II
w
I
LEE DONALD DAVIS ET AL II
I
1 —L— PC Stc.11+44.93
II I
III I I
I
I O
I DOUGLAS ALVIN HORNE
III
IIII
III w
o 8
I �m
I
III �
C II _
Ic
SPECIAL CUT DITCH
SEE DETAIL A
; A
BEGIN CONSTRUCTION
— — +
I I —L— POT Sta.10+30.00
SPECIAL CUT DITCH
SEE DETAIL A
K III ,1 �W \
f ull Wlrids ream Communications Inc., UMwo n Si.o
O IIV I I REMOVE \
5"1 _
NOTE: MATCHLINE —L— STA. 12+50
INCIDENTAL MILL APPROX. 25' AT EACH \
TIE IN TO PROVIDE A SMOOTH TRANSITION
TO THE EXISTING ASPHALT PAVEMENT.
FOR —L— PROFILE SEE SHT. 5
FOR —RAB— PROFILE SEE SHT.
FOR —Yl— PROFILE SEE SHT. 6
R#Cl%fC
P: [phone]
900 Ridgefield Drive Suite 3501 Raleigh, North Carolina 27609-3960
NC License N0. F-0112
Engineers I Construction Managers I Planners I Scientists
ww Ak.com
Responsive People I Creative Solutions

4'-4"
1' 0"
V-6e
1'-8"(TYP.I
4" TYP.
1'-6" C&G
12" DRAINAGE TROUGH IN
TRUCK MOUNTABLE APRON
AS DIRECTED BY ENGINEER
INSET FOR SITE 1
PROJECT REFERENCE NO. SHEET NO.
END CONSTRUC W-5710Y 4
-L- POT Sfa.22+0 . -=L- POT Sto. 22+20.19 / o ROADWAY RMI SHEET NO.
DESIGN HYDRAULICS
JERRY GILL DAVIS / N ENGINEER ENGINEER
SPECIAL CUT DITCH H
SEE DETAIL A m / \
} SPECIAL CUT DITCH / N
/SEE DETAIL A
00
I Q
Z
W L DOCUMENT NOT CONSIDERED FINAL
SPECIAL CUT DI CH N Ito W
1 UNLESS ALL SIGNATURES COMPLETED
SEE SPECIAL CUT DITCH
s � � SEE DEFAIL B
DENOTES
WTS IN
SURFACEA ERPERMIT D RAW I N G
ERRY JILL DAVIS 6
SHEET 4 OF 6
IW ® DENOTES TEMPORARY
1Q IMPACTS IN SURFACE WATER
E
t=
II _ GLI
10" CPrV a Id - 87.25
—L— PT Sta.19+62.40
EM VE
F
ATERAL BASE DITCH
SEE DETAIL C / 25 U 25 50
I � / Qa° ww
— FS ELEV=568.74 O SCALE FOR INSETS
DORIS DAVIS THURMAN ET AL
'? SPECIAL CUT DITCH SPECIAL CUT DITCH
1 SEE DETAIL A — SEE DETAIL A
1 1 Windstream Communications Inc., Unknown Size
—
I EDDIE HORNE Iy
11
LATERAL V DITCH
`� SEE DETAIL E —L— PC Sta. 18+06.64 SPECIAL CUT DITCH
EIP
I
SEE DETAIL A pie
LATERAL V DITCH �_
SEE DETAIL E i
-RAB- POC Sta.10+85.18S
I -RAB- POC Sto. lI 7.08�
-L- POT St +18.36 \ -,
0) -Yl- POT Sto. 16+622/ �` SPECIAL CUT DITCH
° „�,sN SEE DETAIL A
O SITE 1
—RAB— POC Sta. 12+4226= N P
—Yl— POT Sto.15+622/
SHIRLEY DAVIS WALSER TRUSTEE —Yl— PC Sto. 12+5220 F 16" R 5 6' CIA CUT
i . S DETA
01 I
-Yl- PT Sta. /3+96,0/ ° e
LATERAL BASE DITCH MC \
SEE DETAIL F
—Yl— POT Sta. /0+00.00 d t Natural
8 pias�i cInc., SPECIAL C T DITCH HW 00
1 v� LATERAL DETAIL D CH
i SEE DE AIL A
—L
_ — — ncF R 1 —Y - POT aSto.l68
7T e /2.2/
m E _
5 p Q Unknown Size Nand material
E
SEE LDETAI CUT DITCH i — _ _ — — d ^� — — " RAB- PC Sto. 10+00.00=
Wintlstream rNG ai _ — y�� _ — _ __� — —
_ c _
7 Stol 6+ 18-3
communications Inc.. L POT 6
� RAB PT
Unknown Size y' @ +
UP
- - - - AZ I R�2�—p I NS aD e er i O
1 T,N a X E RD. \ —
S3i`' N�� � Pi d Na+ j LATERAL BASE DITCH 4
Inc., I SEE DETAIL D
— s6
GEORGE H. WINCHELL : SANDRA A. FENN
windstream exrs�nc eiw CAROL SUE GATES ; and MARGARET W. THEWES
communications Inc..
LATERAL BASE DITCH rn
SEE DETAIL F
—L— PT Sto. 15+88156 G
Gomorra Networks,Unknown Si
X I FI
union county water and sewer District, I2 D.I.
O I I I i W
LEE DONALD DAVIS ET AL CI A
SPECIAL CUT DITCH
W SEE DETAIL A
—L— PRC Sto.13+53.53
,1
II W \
II hide r ommunlcations Inc., 11. n Size ea w
OV \
NOTE: MATC H LI N E -L- STA. 12 + 50
INCIDENTAL MILL APPROX. 25' AT EACH \
TIE IN TO PROVIDE A SMOOTH TRANSITION
TO THE EXISTING ASPHALT PAVEMENT.
71MI11 J©
FOR —Yl— PROFILE SEE SHT. 6
R#C%fC
P: [phone]
900 Ridgefield Drive Suite 3501 Raleigh, North Carollne 27609-3960
NC License N0. F-0112
Engineers I Construction Managers I Planners I Scientists
ww Ak.com
Responsive People I Creative Solutions

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-Y1- 13+11 TO 14+38
ROADWAY FILL
0.01
< 0.01
150
18
PROPOSED 48" PIPE
REMOVE EXISTING 24" PIPE
TOTALS*:
0.01
< 0.01
150
18
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb