20201838 Ver 1_Y-5500JC_Permit_Drawing_Package_20210913

(Version 2.08; Released April 2018)45533.1.18TIP No.:Y-5500JCCounty(ies):UnionPage 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2045Existing:Year:Aquatic T&E Species?NoComments:NoN/AN/AWetlands within Project Limits?Supplemental Classification: Wooded and residential UT to Twelvemile Creek0.80.753 milesProject DescriptionProposed ProjectCatawbaRiver Basin(s): City/Town:3.0Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail], NC 27603Address:6/23/2021UnionWaxhaw, NCBrian Gackstetter862 Capital Blvd.WBS Element:New LocationWBS Element:Eleni M. Riggs, PE / W. Herbert Turner, Jr, PENCDOT Contact:(919) 707-41317621 Purfoy Road, Suite 115Fuquay Varina, NC 27526Contractor / Designer:[phone]Mott MacDonaldNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Engineering Coordination and Safety BranchAddress:General Project InformationY-5500JC45533.1.18Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The North Carolina Department of Transportation (NCDOT) has proposed to extend Tory Path Rd (SR 1432) in Waxhaw, NC in Union County and close the railroad crossing to Waxhaw Hwy (SR 2100). The proposed road is a two lane road with sidewalk and curb and gutter on the left shoulder and a grassy shoulder for most of the length of the right side of the project with a few sections of paved shoulder. This new road has been designed to have as little environmental and surface water impacts as possible. There are no buffers present in this project, however there are various wetlands located within the project limits. Storm water impacts to the stream have been minimized by utilizing ditches, cross pipes, junction boxes, and rip rap outlet pads to dissipate energy to provide non erosive flow into the streams. A cross pipe that discharges into the wetland is location at station -L- 35+52 LT and has an outlet velocity of 2.0 ft/s to prevent erosion. At station -L- 42+37 LT, there is a cross pipe that discharges into a JS and Class II rip rap has been placed at the outlet of the pipe and on the banks. Class B toe protection is utilized to stabilize the toe of proposed fill slopes, as the existing slopes are currently severely eroded. Due to the nature of low impact new road construction, the increases in stormwater discharges (post v. pre condition) are significant, however minimization techniques will be used to reduce surface water impacts. Therefore additional stormwater measures are not required. N/ABuffer Rules in Effect:None200Tory Path Rd (SR 1432): 2 paved lanes (total 22' wide), LT Side: 2' curb and gutter section, 5' sidewalk with handrail and unpaved section (total 10'); RT Side: 5' unpaved shoulderWaterbody Information2019NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.Tory Path Rd (SR 1432): 2 paved lanes (total 18' wide, unpainted), grassy shoulder on each [e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck 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)
ENGLISH
WETLAND AND SURFACE WATER IMPACTS PERMIT
R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_tsh.dgnMAR0899506/23/2021SITE 1
SITE 2
SITE 3
SHEET 1 OF 16
PERMIT DRAWING
1520253010152025303510
15
20
1010
152025 303540
455055105' CONC. SIDEWALK
5' CONC. SIDEWALK
5' CONC. SIDEWALKCR
CR
HANDRAILPROPOSED
HANDRAI
LPROPOSED
(75
(75
(16
Sassafrass Trl
Sandberry DrFo
res
t Oaks
Ln
Red Oaks Trl
Red Oaks Trl
Pr
ovi
d
e
nc
e Rd SCreekview Dr
Peyton Ct
Waxhaw Hwy
S Jackson AveMill St
Helms Rd
Waxhaw
Hwy
Rene Cir
Teresa CirLockly
n RdSh
a
r
o
n Dr
Trails End Dr
Waxhaw
Pop. 4,157
Pine Oak Rd
Maplewood Ln
Kensington Dr
Sandberry Dr
Pinetuck Ln
Waxhaw-Marvin Rd Bucke
ye
Ct
Pine Oak RdMcCall Rd
Waxhaw-Marvin RdEutaw DrGlenola DrEutaw Dr
Helms RdW
axhaw-M
ar
vi
n RdRutledge Ct Rehobeth RdFerguson Cir
Rockwood Dr
Trails End Dr
Rehobeth RdSchmitz Rd
Ellis Rd Rehobeth Rd
Richardson King Rd
Rockwood Dr
Bancroft Pl
Dr
Cassidy
StonecrestDr
1300
1469
1468
1301
1228
1175
1432
1301
1107
1107
1241
1240
1108
1304
1301
2536
25001304
2560
2613
1270
1268
1269
1268
2551
1305
2868
2646
1304
1298
1299
3369
3370
Roc
kwood Dr1268
Manor Way
Ashton
Trail Rd
Cherokee
Grove
Center
Will
Free
Church
BaptistNut CtHickory

D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

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.
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
TYPE OF WORK:09/08/990
00
CONTRACT:TIP PROJECT:See Sheet 1A For Index of Sheets
PLANS PREPARED FOR THE NCDOT BY:
Fuquay-Varina, NC 27526
[phone]
[phone] (Fax)
www.mottmac.com/americas
LICENSE NO. F-0669
VICINITY MAP

25 50 10050
25 50 10050
5 10 2010
REGIONAL TIER
2018 STANDARD SPECIFICATIONS
LOCATION:
PROJECT
BEGIN
NC DEPARTMENT OF
TRANSPORTATION
CN N CNORTH CAROLINA
[phone] (FAX)
[phone]
RALEIGH, NC 27699-1556
1556 MAIL SERVICE CENTER
PROJECT
END
END CONSTRUCTION
2019
2045
200
+DUAL 8%)* (TTST 1%
9
55
10
LOCAL
FUNC CLASS =
THIS PROJECT IS PARTIALLY WITHIN THE MUNICIPAL LIMITS OF WAXHAW, NC.
UNION COUNTY
64
5
HELMS ROAD CONNECTORTORY PATH ROAD / -L-
END CONSTRUCTION
BEGIN TIP PROJECT Y-5500JC
END TIP PROJECT Y-5500JC
-L- POT STA 53+00.00
TORY PATH ROADSR 1432-Y1-
TO WAXHAW
-Y2- POT STA 11+40.00
-Y1- POT STA 18+55.54
TO SOUTH CAROLINA
-L- POT STA 13+25.00
Y-5500JC
7Y-5500JCTO WAXHAWNORTH CAROLINASOUTH CAROLINAWAXHAW TOWN LIMITS WAXHAW TOWN LIMITS
RAIL DIVISION
STATE OF NORTH CAROLINA

75
75
CSX TRANSPORTATION WA
X
HA
W
T
OWN
LI
MIT
S
TO SR 1300 (HELMS ROAD) IN WAXHAW
CROSSING CLOSURE AT CSX TRANSPORTATION, AND EXTENSION
SR 1432 (TORY PATH ROAD)(CROSSING NUMBER 638 898H, MP 319.97)
MP 319.97
638 898H (TORY PATH RD.)
CROSSING CLOSURE: PE
WAXHAW HIGHWAYNC 75-Y3-
HELMS ROADSR 1300-L-
ROW PLANS
PROJECT ENGINEER
NCDOT DIVISION
PEF ENGINEER
PROJECT ENGINEER
PEF ENGINEER
PROJECT DESIGN ENGINEER
BRYON PALMER, PE
JEFFREY COOKE
BRIAN GACKSTETTER, EITOTAL PROJECT LENGTH BASED ON -L- STATIONS.
TOTAL LENGTH OF TIP PROJECT Y-5500JC = 0.753 MILES
45533.1.18
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
GRADING, PAVING, DRAINAGE, AND RAIL CROSSING CLOSURE
45533.2.18 R/W
1200
40
MAR 15, 2022
7621 Purfoy Rd Suite 115
LENGTH ROADWAY TIP PROJECT Y-5500JC = 0.753 MILES
APRIL 26, 2021 END C&G -L- STA.
49+24.96 LTBEG
. SIDEWALK
-L- STA. 13+25.00 RT
END S
IDEWALK -L
- STA. 17+21.16 RT
BEG. SIDEWALK -L- STA. 17+17.88 LT
BEG. C&G
-L
- STA. 13+25.00 RT
BEG
. C&G -L- STA. 13+25.00 LT BEG. HANDRAI
L -L- STA.
4
1
+50.00 LTEND HANDRAI
L -L- STA.
4
4
+00.00 LTEND HANDRAIL -L- STA. 37+00.00 LT
BEG. HANDRAIL -L- STA. 24+50.00 LT
END C&G -Y1
- STA
. 10+48.11 RT END SI
DEWALK -L- STA. 49
+00.00 LTNA 2011NAD 83/
SHEET 2 OF 16
PERMIT DRAWING
R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_details.dgnMAR0899506/23/2021Office of:
Prepared in the
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
Y-5500JC
-L- STA. 42+00 TO STA. 44+00 RT
-L- STA. 42+40 TO STA. 43+15 LT
-L- STA. 35+38 TO STA. 36+06 LT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 2 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL J
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
( Not to Scale)
2:12:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-L- STA. 33+00 TO STA. 34+00 RT
DETAIL N
b= 5 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
-L- STA. 25+50 TO STA. 26+50 RT
-L- STA. 24+25 TO STA. 25+50 RT
Min. D= 1 Ft.
DETAIL A
Ground
Natural
Flatter4:1 or
Slope
Fill
( Not to Scale)
BERM BASE DITCH
2:
1
2:1
D2:1B
b
-L- STA. 23+30 TO STA. 24+00 RT
DETAIL L
b= 5 Ft.
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural RDWY
d 2:1B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 23+50 TO STA. 24+25 LT
Slope
Fill
DETAIL D
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class I Rip Rap
Ground
Natural
Geotextile
d 2:1B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-L- STA. 22+50 TO STA. 23+50 RT
DETAIL G
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner=Class I Rip Rap
Ground
Natural
Ditch
Slope
Front
Geotextile2:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 28+79 TO STA. 30+00 RT, CL B RIP RAP
DETAIL F
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= SEE BELOW
Slope
Ditch
Front
Ground
Natural
Geotextile
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
BEGIN EL.=603.55, END EL.=597.75
-L- STA. 34+25 RT, CL I RIP RAP
BEGIN EL.=581.00, END EL.=577.00
-L- STA. 26+15 RT, CL I RIP RAP
BEGIN EL.=563.00, END EL.=560.00
-L- STA. 24+55 LT, CL II RIP RAP
DETAIL H
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= SEE BELOW
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
D2:12:1
b
1"/Ft.
b= 1 Ft.
Min. D= 1 Ft.
DETAIL C
Ground
Natural
Slope
Fill
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
-L- STA. 35+50 TO STA. 36+50 RT, CL B RIP RAP
-L- STA. 34+00 TO STA. 35+50 RT, CL I RIP RAP
-L- STA. 31+00 TO STA. 33+00 RT, CL B RIP RAP
-L- STA. 22+85 TO STA. 24+55 LT, CL B RIP RAP
DETAIL M
b= 5 Ft.
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
*When B is < 6.0'
Type of Liner= SEE BELOW
Ground
Natural
Slope
Fill
GEOTEXTILE
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 41+00 TO STA. 41+50 RT
-L- STA. 36+50 TO STA. 38+50 RT
-L- STA. 30+00 TO STA. 31+00 RT
-L- STA. 26+50 TO STA. 28+79 RT
DETAIL B
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front
-Y1- STA. 17+00 TO STA. 18+76 RT
2D-1
d 2:1B
D
( Not to Scale)
TYPICAL 2' BASE DITCH
Flatter4:1 or
-L- STA. 17+81 TO 22+50 RT
DETAIL AA
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 1 Ft.
Type of Liner= PSRM
Ground
Natural
Slope
Ditch
Front
2:1
DETAIL 1
1.0' Max0.5' Min.S=Ditch Slope
2:
1
Outside Ditch
L
S
etc.
GI
( Not to Scale)
FALSE SUMP
2.0'
C Proposed Ditch
-L- STA. 16+45.50 LT
-L- STA. 44+38 RT
-L- STA. 41+50 RT
EIP EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
TOP=593.26'
DI
DITOP=586.20'
S60" WW
15" RCP
15" RCP
BY2-34
BY2-35 BY2-36BY2-37BY2-38BM
#411.7' G R GATECONCB
Y2-
3
9
SS1SFDSWALL2
4" ROCKWALL24" ROCKWALL2 4" WDCONCW
ALL36" BLK48" WW48" WD WALL
48" WW48" WWGRWALL
4" WD
12" HDPEGATE48" WW
48" WW
1SBKD
8.7' BST 54" BKBK GRILL
12.3' BST
12" BK WALL EI
PEIP
NGS-RODGERS
CONC
WG2
S
F
D60" WW
U/C
CONC
CONCWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
W
OODSW
OODSW
OODSW
OODSW
OODSWOODS
W
OODSWOODS
W
OODSW
OODSBK
WSLD MILLBRIDGE VI LLC
DB 7172 PG 304
MB B PG 7-B
JOSEPH D. SELLS
NO DEED LISTED
DB 3383 PG 702
DB 396 PG 863
MB O PG 637
TREE SAVE EASEMENT (MB 0 PG 637)TREE SAVE EASEMENT (MB 0 PG 637)7' UE (MB 0 PG 637)
20' SDE EASEMENT (MB 0 PG 637)
20' SDE EASEMENT (MB 0 PG 637)
7' UE (MB 0 PG 637)
L
E
N
N
A
R
C
A
R
O
LI
N
A
S
L
L
CMB
O
P
G 637
N
O
D
E
E
D
LIS
T
E
D
DEBORAH H. RUSCIOLELLI
WILLIAM J. RUSCIOLELLI &
JUDITH H. WOOD
JAMES W. WOOD &
20' PR IVA T E DR IVE (MB B PG 7-B )(TO 2" PVC OVERFLOW)ONLYDIRECTION4" PVC8" PVC8
" PVCBAG
W
ALL12" CONCW
OODSW/LTLP
WELL
SWITCH
WSLD MILLBRIDGE VI LLC
DB 5377 PG 23
MB O PG 637
DB 3383 PG 702
DEBORAH H. RUSCIOLELLI
WILLIAM J. RUSCIOLELLI &
CYNTHIA S. HELMS
ALBERT THOMAS HELMS &
DB 6476 PG 204
WSLD MILLBRIDGE VI LLC
DB 5377 PG 23
WSLD MILLBRIDGE VI LLC
DB 5377 PG 23
DB 396 PG 863
JUDITH H. WOOD
JAMES W. WOOD &
POND
JB w/MHREMOVE
24" RCP-III
TAIL DITCH
2' BASE w/ CL 2 RIPRPAP
25 LF @ 10%
EST 35 CY DDE
EST 54 TONS
SEE DITCH DETAIL H JB w/MHEST 73 SY GEOTEXTILE
SEE DITCH DETAIL H
EST 14 TONS, EST 30 SY GEOTEXTILE
30 LF @ 13%, EST 8 CY DDE,
2' BASE w/ CL I RIP RAP
HEAD DITCH
EST 25 CY DDE
6
6
8
7
8
9
9
10
10
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Office of:
Prepared in the
Fuquay-Varina, NC 27526
www.mottmac.com/americas
5
8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$Y-5500JC
-L- STA. 39+00.00
MATCHLINE SEE SHEET 6
-L- STA.
2
1
+5
0.
0
0MATCHLINE SEE SHEET
4
FOR DITCH DETAILS SEE SHEET 2D-1
-L- SEE PROFILE SHEETS 8 & 9
7621 Purfoy Rd Suite 115
PAVED SHOULDER
3
6" RCP-III 24" RCP-
III 24" RCP-IVINV. OUT=566.0'
INV. OUT=575.0'
INV. IN=585.5'
INV. OUT=570.5'
INV. OUT=544.9'
INV. OUT=603.9'
1
8
" RCP-III
24" W/2 ELBOWS
HW
INV. IN
=577.0'
INV. IN=576.0'
SPECIAL CUT DITCH
W/CLASS B RIP RAP
SEE DETAIL F
INV. IN=596.5'
HEAD DITCH
2' BASE w/ CL I RIPRPAP
40 LF @ 14.5%
EST 10 CY DDE
EST 17 TONS
SEE DITCH DETAIL H
JB w/MH
LATERAL 2' BASE DITCH
W/CLASS B RIP RAP
SEE DETAIL M
INV. OUT=598.9'
CLASS B RIP RAP
EST. 2 TONS
7 SY GEOTEXTILE
TB 2GI
BDO24" W/ 2ELBOWSTB 2GI
15" W/ 2
ELBOWS
15" W/ 2
ELBOWS
TB 2GI
LATERAL 2' BASE DITCH
W/CLASS B RIP RAP
SEE DETAIL M
INV. IN
=582.1'
38 SY GEOTEXTILE
EST. 25 TONS
CLASS II RIP RAP
30 SY GEOTEXTILE
EST. 17 TONS
CLASS I RIP RAP
10 SY GEOTEXTILE
EST. 3 TONS
CLASS B RIP RAP
30 SY GEOTEXTILE
EST. 17 TONS
CLASS I RIP RAP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH SEE DETAIL J
TOE PROTECTION
BEG SBG +95
SEE DETAIL A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL N
LATERAL 2' BASE DITCH
SEE DETAIL M
W/CLASS I RIP RAP
LATERAL 2' BASE DITCH
SEE DETAIL A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL G
W/CLASS I RIP RAP
SPECIAL CUT BASE DITCH
SEE DETAIL M
W/CLASS B RIP RAP
LATERAL 2' BASE DITCH
SEE DETAIL L
W/ TOP OF BERM EL=591.0
STD BERM 2' BASE DITCH
SEE DETAIL D
W/CLASS I RIP RAP
BASE DITCH
SPECIAL LATERAL 2'
INV. OUT=592.7'
SEE DETAIL A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL M
W/CLASS B RIP RAP
LATERAL 2' BASE DITCH
15" RCP-IV ELBOWS
18" w/2
10 SY GEOTEXTILE
EST. 3 TONS
CLASS B RIP RAP
=574.0'
INV. OUT
INV OUT =562.5'
EST 35 SY GEOTEXTILE
SEE DETAIL AA
TYPICAL 2' BASE DITCH W/ PSRM
36"
18"
15"
EST 180 CY DDE
EST 140 CY DDE
EST 410 CY DDE
EST 2390 CY DDE
-L- PC Sta. 21+69.11
-L- PT Sta. 38+46.17
25 3035
0
1
0
2
04
0
3
04
03
02
01
0002
02
0
2
-L--L-TYP.18'+93
TYP.
1
8'+23
11'11'GR
E
U
T
L-2
8:1
GUARDRAIL
PROPOSED
5' CONC. SIDEWALK
11'11'
5' PS5' PS8
:1
GREU TL-2 11'11'2 0 '
20'
20'
20'
20'
HANDRAIL
PROPOSED
ENGLISH
LEGEND
0
10050
100
SCALE: 1"= 100' HORIZ.R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_psh05.dgnMAR0899506/23/2021SITE 1 SITE 2
SITE 1 & SITE 2
PLAN VIEW
F F DENOTES FILL IN WETLANDS
DENOTES MECHANIZED CLEARING
SHEET 3 OF 16
PERMIT DRAWINGNAD 83/ 2011E E IN WETLAND
DENOTES EXCAVATION
SHEET 5 AND 6
ON PERMIT DRAWING
SEE ENLARGED AREA
SHEET 7 AND 8
ON PERMIT DRAWING
SEE ENLARGED AREA
BEGINNING OF JS
CB
CB
END HANDRAIL -L- STA. 37+00.00 LT
BEG. HANDRAIL -L- STA. 24+50.00 LT
C
C
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
F
F
C
F
C
F
C
F
E
E
F
F
F
E
(NON-EROSIVE)
V = 1.3 fps
Q = 1.9 cfs10
10
EIP EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
TOP=593.26'
DI
DITOP=586.20'
S60" WW
15" RCP
15" RCP
BY2-34
BY2-35 BY2-36BY2-37BY2-38BM
#411.7' G R GATECONCB
Y2-
3
9
SS1SFDSWALL2
4" ROCKWALL24" ROCKWALL2 4" WDCONCW
ALL36" BLK48" WW48" WD WALL
48" WW48" WWGRWALL
4" WD
12" HDPEGATE48" WW
48" WW
1SBKD
8.7' BST 54" BKBK GRILL
12.3' BST
12" BK WALL EI
PEIP
NGS-RODGERS
CONC
WG2
S
F
D60" WW
U/C
CONC
CONCWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
W
OODSW
OODSW
OODSW
OODSW
OODSWOODS
W
OODSWOODS
W
OODSW
OODSBK
WSLD MILLBRIDGE VI LLC
DB 7172 PG 304
MB B PG 7-B
JOSEPH D. SELLS
NO DEED LISTED
DB 3383 PG 702
DB 396 PG 863
MB O PG 637
TREE SAVE EASEMENT (MB 0 PG 637)TREE SAVE EASEMENT (MB 0 PG 637)7' UE (MB 0 PG 637)
20' SDE EASEMENT (MB 0 PG 637)
20' SDE EASEMENT (MB 0 PG 637)
7' UE (MB 0 PG 637)
L
E
N
N
A
R
C
A
R
O
LI
N
A
S
L
L
CMB
O
P
G 637
N
O
D
E
E
D
LIS
T
E
D
DEBORAH H. RUSCIOLELLI
WILLIAM J. RUSCIOLELLI &
JUDITH H. WOOD
JAMES W. WOOD &
20' PR IVA T E DR IVE (MB B PG 7-B )(TO 2" PVC OVERFLOW)ONLYDIRECTION4" PVC8" PVC8
" PVCBAG
W
ALL12" CONCW
OODSW/LTLP
WELL
SWITCH
WSLD MILLBRIDGE VI LLC
DB 5377 PG 23
MB O PG 637
DB 3383 PG 702
DEBORAH H. RUSCIOLELLI
WILLIAM J. RUSCIOLELLI &
CYNTHIA S. HELMS
ALBERT THOMAS HELMS &
DB 6476 PG 204
WSLD MILLBRIDGE VI LLC
DB 5377 PG 23
WSLD MILLBRIDGE VI LLC
DB 5377 PG 23
DB 396 PG 863
JUDITH H. WOOD
JAMES W. WOOD &
POND
JB w/MHREMOVE
24" RCP-III
TAIL DITCH
2' BASE w/ CL 2 RIPRPAP
25 LF @ 10%
EST 35 CY DDE
EST 54 TONS
SEE DITCH DETAIL H JB w/MHEST 73 SY GEOTEXTILE
SEE DITCH DETAIL H
EST 14 TONS, EST 30 SY GEOTEXTILE
30 LF @ 13%, EST 8 CY DDE,
2' BASE w/ CL I RIP RAP
HEAD DITCH
EST 25 CY DDE
6
6
8
7
8
9
9
10
105405405
4
0
540
540545
5455455455455455455455455
4
5
5
45545 550550550550550550550 5505505555555555555555555555
5
5
5555555555555
5
5
5
5
5
560
560560
560560560560560560560560
560560560560560560565565565
565565565565565565565565565
565565565565570
570
570
570
570570570570570570570570570570570570
570570575
575
5 7 5
575
575575575 575575575575575575575575575575575575575
575580
580
580
580580580580580580580580580580580580580580580580580585585
585
585585585585585585585585585585585585585585585585585590
590
5 9 0
590590590590590590590590590590590590590590590590
595595595595595595595595595595595595595595595 595595595
600600600600600600600600600600600600600600600
600
6056056056056056056056056
0
5
605605605605605610610610610610610610610610610610610615615615615615615615615615615615620620620620620620620620620620620620625625625625625625625625625625630630630630630630630630630630635 635635635635635635635635635635640640640640640640640640640640640
640
6
4
0645645645645 645645
6
4
5645
650650650650650655655
660DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Office of:
Prepared in the
Fuquay-Varina, NC 27526
www.mottmac.com/americas
5
8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$Y-5500JC
-L- STA. 39+00.00
MATCHLINE SEE SHEET 6
-L- STA.
2
1
+5
0.
0
0MATCHLINE SEE SHEET
4
FOR DITCH DETAILS SEE SHEET 2D-1
-L- SEE PROFILE SHEETS 8 & 9
7621 Purfoy Rd Suite 115
PAVED SHOULDER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Office of:
Prepared in the
Fuquay-Varina, NC 27526
www.mottmac.com/americas
5
8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$Y-5500JC
-L- STA. 39+00.00
MATCHLINE SEE SHEET 6
-L- STA.
2
1
+5
0.
0
0MATCHLINE SEE SHEET
4
FOR DITCH DETAILS SEE SHEET 2D-1
-L- SEE PROFILE SHEETS 8 & 9
7621 Purfoy Rd Suite 115
PAVED SHOULDER
3
6" RCP-III 24" RCP-
III 24" RCP-IV0501
0502
INV. OUT=566.0'
INV. OUT=575.0'
INV. IN=585.5'
INV. OUT=570.5'
INV. OUT=544.9'
INV. OUT=603.9'
0503
1
8
" RCP-III
0504
0505
0506
0507
0516
24" W/2 ELBOWS
HW
INV. IN
=577.0'
INV. IN=576.0'
SPECIAL CUT DITCH
W/CLASS B RIP RAP
SEE DETAIL F
INV. IN=596.5'
HEAD DITCH
2' BASE w/ CL I RIPRPAP
40 LF @ 14.5%
EST 10 CY DDE
EST 17 TONS
SEE DITCH DETAIL H
JB w/MH
0523
0522
LATERAL 2' BASE DITCH
W/CLASS B RIP RAP
SEE DETAIL M
INV. OUT=598.9'
CLASS B RIP RAP
EST. 2 TONS
7 SY GEOTEXTILE
0515
TB 2GI
0514
BDO
0518
0519 24" W/ 2ELBOWS0512
TB 2GI
15" W/ 2
ELBOWS
15" W/ 2
ELBOWS
0513
TB 2GI
0517
LATERAL 2' BASE DITCH
W/CLASS B RIP RAP
SEE DETAIL M
INV. IN
=582.1'
38 SY GEOTEXTILE
EST. 25 TONS
CLASS II RIP RAP
30 SY GEOTEXTILE
EST. 17 TONS
CLASS I RIP RAP
10 SY GEOTEXTILE
EST. 3 TONS
CLASS B RIP RAP
30 SY GEOTEXTILE
EST. 17 TONS
CLASS I RIP RAP
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH SEE DETAIL J
TOE PROTECTION
BEG SBG +95
SEE DETAIL A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL N
LATERAL 2' BASE DITCH
SEE DETAIL M
W/CLASS I RIP RAP
LATERAL 2' BASE DITCH
SEE DETAIL A
SPECIAL LATERAL 'V' DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL G
W/CLASS I RIP RAP
SPECIAL CUT BASE DITCH
SEE DETAIL M
W/CLASS B RIP RAP
LATERAL 2' BASE DITCH
SEE DETAIL L
W/ TOP OF BERM EL=591.0
STD BERM 2' BASE DITCH
SEE DETAIL D
W/CLASS I RIP RAP
BASE DITCH
SPECIAL LATERAL 2'
INV. OUT=592.7'
SEE DETAIL A
SPECIAL LATERAL 'V' DITCH
0527
SEE DETAIL M
W/CLASS B RIP RAP
LATERAL 2' BASE DITCH
15" RCP-IV 0524
0525
ELBOWS
18" w/2
10 SY GEOTEXTILE
EST. 3 TONS
CLASS B RIP RAP
=574.0'
INV. OUT
0526
INV OUT =562.5'
EST 35 SY GEOTEXTILE
SEE DETAIL AA
TYPICAL 2' BASE DITCH W/ PSRM
36"
18"
15"
EST 180 CY DDE
EST 140 CY DDE
EST 410 CY DDE
EST 2390 CY DDE
-L- PC Sta. 21+69.11
-L- PT Sta. 38+46.17
25 3035
0
1
0
2
04
0
3
04
03
02
01
0002
02
0
2
-L--L-TYP.18'+93
TYP.
1
8'+23
11'11'GR
E
U
T
L-2
8:1
GUARDRAIL
PROPOSED
5' CONC. SIDEWALK
11'11'
5' PS5' PS8
:1
GREU TL-2 11'11'2 0 '
20'
20'
20'
20'
HANDRAIL
PROPOSED
ENGLISH
LEGEND
0
10050
100
SCALE: 1"= 100' HORIZ.R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_psh05_con.dgnMAR0899506/23/2021SITE 1 SITE 2
SITE 1 & SITE 2
PLAN VIEW
F F DENOTES FILL IN WETLANDS
DENOTES MECHANIZED CLEARING
SHEET 3 OF 16
PERMIT DRAWINGNAD 83/ 2011E E IN WETLAND
DENOTES EXCAVATION
SHEET 5 AND 6
ON PERMIT DRAWING
SEE ENLARGED AREA
SHEET 7 AND 8
ON PERMIT DRAWING
SEE ENLARGED AREA
BEGINNING OF JS
SHEET 4 OF 16
PERMIT DRAWING
CB
CB
END HANDRAIL -L- STA. 37+00.00 LT
BEG. HANDRAIL -L- STA. 24+50.00 LT
C
C
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
F
F
C
F
C
F
C
F
E
E
F
F
F
E
(NON-EROSIVE)
V = 1.3 fps
Q = 1.9 cfs10
10
WOODS
(TO 2" PVC OVERFLOW)ONLYDIRECTION4" PVCWSLD MILLBRIDGE VI LLC
DB 5377 PG 23
MB O PG 637
POND REMOVEDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Office of:
Prepared in the
Fuquay-Varina, NC 27526
www.mottmac.com/americas
5
8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$Y-5500JC
FOR DITCH DETAILS SEE SHEET 2D-1
-L- SEE PROFILE SHEETS 8 & 9
7621 Purfoy Rd Suite 115
PAVED SHOULDER
3
6
" RCP-III 24" RCP-
I
I
I
HW
JB w/MH
ELBOWS
18" w/2
36"
-L-
BEGINNING OF JS
ENGLISH
R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_psh05A.dgnMAR0899506/23/20215A
25
LEGEND
0
3015
30
SCALE: 1"= 30' HORIZ.
E E
SHEET 5 OF 16
PERMIT DRAWINGNAD 83/ 2011SITE 1
DETAIL SHEET FOR
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED
CB
F
C
E
E
E
BY2-34 WOODS
(TO 2" PVC OVERFLOW)ONLYDIRECTION4" PVCWSLD MILLBRIDGE VI LLC
DB 5377 PG 23
MB O PG 637
POND REMOVE560560565565565570570575575575
575
575580580585590DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Office of:
Prepared in the
Fuquay-Varina, NC 27526
www.mottmac.com/americas
5
8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$Y-5500JC
FOR DITCH DETAILS SEE SHEET 2D-1
-L- SEE PROFILE SHEETS 8 & 9
7621 Purfoy Rd Suite 115
PAVED SHOULDER
3
6
" RCP-III 24" RCP-
I
I
I
HW
JB w/MH
ELBOWS
18" w/2
36"
-L-
BEGINNING OF JS
ENGLISH
R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_psh05A_con.dgnMAR0899506/23/20215A
25
LEGEND
0
3015
30
SCALE: 1"= 30' HORIZ.
E E
SHEET 5 OF 16
PERMIT DRAWINGNAD 83/ 2011SITE 1
DETAIL SHEET FOR
IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED
SHEET 6 OF 16
PERMIT DRAWING
CB
F
C
E
E
E
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
PROJ. REFERENCE NO.SHEET NO.0
6/23/16570 570
580 580
590 590
600 600
610 610
560 560
24+50.00
X-7Y-5500JC
-L-
5 10
ENGLISH
SITE 1
SHEET 7 OF 16
PERMIT DRAWING
R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_site1_xsect.dgnMAR0899506/23/2021WETLAND
573.73
0.0400.040
2:1 586.522:1
576.87
5
:1
2:12:1562.00
BY2-38BM
#4JB w/MH
24" RCP-III
9
10
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Office of:
Prepared in the
Fuquay-Varina, NC 27526
www.mottmac.com/americas
5
8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$Y-5500JC
FOR DITCH DETAILS SEE SHEET 2D-1
-L- SEE PROFILE SHEETS 8 & 9
7621 Purfoy Rd Suite 115
PAVED SHOULDER
24" W/
2 ELBOWS-L-20'
ENGLISH
R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_psh05B.dgnMAR0899506/23/2021LEGEND
0
3015
30
SCALE: 1"= 30' HORIZ.
F F DENOTES FILL IN WETLANDS
DENOTES MECHANIZED CLEARING
5B
SITE 2
DETAIL SHEET FOR
SHEET 8 OF 16
PERMIT DRAWING
35 NAD 83/ 2011F
F
F
F
F
F
(NON-EROSIVE)
V = 1.3 fps
Q = 1.9 cfs10
10
BY2-38BM
#4JB w/MH
24" RCP-III
9
10545545 5455455
4
5
545
550550555555560560565565565570570
570575575575580580580585585585590590595595600605DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Office of:
Prepared in the
Fuquay-Varina, NC 27526
www.mottmac.com/americas
5
8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$Y-5500JC
FOR DITCH DETAILS SEE SHEET 2D-1
-L- SEE PROFILE SHEETS 8 & 9
7621 Purfoy Rd Suite 115
PAVED SHOULDER
24" W/
2 ELBOWS-L-20'
ENGLISH
R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_psh05B_con.dgnMAR0899506/23/2021LEGEND
0
3015
30
SCALE: 1"= 30' HORIZ.
F F DENOTES FILL IN WETLANDS
DENOTES MECHANIZED CLEARING
5B
SITE 2
DETAIL SHEET FOR
SHEET 9 OF 16
PERMIT DRAWING
35 NAD 83/ 2011F
F
F
F
F
F
(NON-EROSIVE)
V = 1.3 fps
Q = 1.9 cfs10
10
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100
100100
110
110110
120
120120
130
130130
140
140140
150
150150
PROJ. REFERENCE NO.SHEET NO.0
6/23/16550 550
560 560
570 570
580 580
590 590
600 600
610 610
620 620
630 630
540 540
35+50.00
X-16Y-5500JC
-L-
5 10
ENGLISH
SITE 2
SHEET 10 OF 16
PERMIT DRAWING
WETLAND
160170180190200
591.64 2:10.0400.040
2:1 613.162:1596.50
2:1
R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_site2_xsect.dgnMAR0899506/23/2021
EIPEIPBY2-42P5748 BL-21BY1-3018" RCP15" RCP15" RCP18" RCP P5748 BL-22EIP12" RCPBY1-3115" RCP15" CMP18" HDPEEIPBY2-40
BY2-41
3
6"
C
MP HWCONCHWCONCHWCONCNC 75 (WAXHAW HWY) 24.0' BSTNC 75 (WAXHAW HWY) 23.7' BST16.8' GR14.7' GR22.5' GR14.1' BST
14.3' GR
20.5' GR
SR 1300 HELMS RD. 19.4' BSTRASPBERRY LN 7.5' GR
RASPBERRY LN 12' GR 10.3' GREIPEIPSIGRRSIGRRSS1SBKDGWSGGHTRSSSGWW1SFDR/R CABINET48' WD SPLIT RAIL48' WD SPLIT RAILCONCHWCONCWD48" WW4' WD RAMPBKDKWD60.00
'EXISTING R/WEXISTING R/W60.00
'EXISTING R/WEXISTING R/WEXISTING R/W60.00'EXISTING R/WEXISTING R/WWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODS
WOODSWOODSWOODS
WOODS EXISTING R/W0.44'1.36'60' DUKE POWER R/W (DB 237 PG 480 & DB 4788 PG 116)60' DUKE POWER R/W (DB 237 PG 480 & DB 4788 PG 116)15" RCP100' SEABOARD COAST RAILROAD R/W100.00
'100' SEABOARD COAST RAILROAD R/WWELLOUTLETTTHHTHHTSMTRGUARDCROSSINGGUARDCROSSING72 STR50 PR72 STR50 PR150 PR
144 STR150 PR72 STR144 STRRETAINRETAIN RETAINRETAINFS
SEE DETAIL 1
R
E
MO
VE
JB w/MH
18" RCP-IV 24" W/ 2ELBOWSRETAIN54" RCP-III
F
F
FF
S
S
S
S
S S
F
F
F
F F FFF
F
F
F F
F F
F
TS
TS
F
S
S
S
S
FF
TS
F
S
S
10
11
10
12
25
30
25
30
-Y3--Y4--L- PC Sta. 42+75.22
-L- PT Sta. 50+05.91
-Y2- POT Sta. 10+00.00
-L- POC Sta. 47+00.00 =
-Y4- POT Sta. 25+59.63
-Y2- POT Sta. 12+74.75 =4045
50
-L--L--L- POT Sta. 53+00.00
TYP.18'+31TYP.18'+14+82TYP.18'11'11'11'11'
12'12'
R = 55'
R = 48'
-Y3- POT Sta. 23+60.24
-Y2- POT Sta. 13+66.79 =
-Y2- POT Sta. 11+40.00
END CONSTRUCTION 20'20'N
A
D
83/ 201110-Y2
-
+14TYP.19'
-Y2- PC Sta. 10+35.72
-Y2- PRC Sta. 11+33.97
-Y2- PCC Sta. 11+86.03
-Y2- PC Sta. 13+21.77
-Y2- PT Sta. 12+88.92
-Y2- PT Sta. 13+60.55
5' CONC. SIDEWALK 5' CONC. SIDEWALK8:1
8 :1
END TIP PROJECT Y-5500JC
20'HANDRAIL
PROPOSED
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Office of:
Prepared in the
Fuquay-Varina, NC 27526
www.mottmac.com/americas
6
8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$SEE SHEET 2B-1 FOR INTERSECTION DETAILSSEE SHEET 2B-5 THRU 2B-8 FOR ISLAND DETAILS
Y-5500JC
-L-
STA.
39+00.00MATCHLI
NE SEE SHEET 5EXISTING PAVEMENT REMOVAL
FOR DITCH DETAILS SEE SHEET 2D-1
-Y2- SEE PROFILE SHEET 9
-L- SEE PROFILE SHEET 9
7621 Purfoy Rd Suite 115
PAVED SHOULDER
HW
54" RCP-IV
INV. OUT=569.3'
(BURIED 1')
INV. IN=576.1'
(BURIED 1')REMOVE15"RETAIN
RETAIN
INV. IN
=597.0'
18" RCP-IV
SEE DETAIL B
SPECIAL CUT DITCH
(ON BANKS ONLY)
123 SY GEOTEXTILE
EST. 94 TONS
CLASS II RIP RAP
SEE DETAIL J
TOE PROTECTION
SEE DETAIL J
TOE PROTECTION
18" RCP-IV 15" RCP-I
V
CB
CB
15" RCP-IV 15" RCP-IV 15
" RCP
-IV
DI
CB
CB
CB
CB
SEE DETAIL 1
FS
INV. IN=597.0'
INV. IN=627.8'15"15" RCP-
I
V
(NON-EROSIVE)
V = 1.3 fps
Q = 5.5 cfs10
10
MECHANIZED CLEARING
ENGLISH
LEGEND
0
10050
100
SCALE: 1"= 100' HORIZ.R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_psh06.dgnMAR0899506/23/2021SITE 3
F F DENOTES FILL IN WETLANDS
DENOTES MECHANIZED CLEARING
SITE 3
PLAN VIEW
SHEET 11 OF 16
PERMIT DRAWING
IN SURFACE WATER
DENOTES PERMANENT IMPACTSSS
SHEET 13 AND 14
ON PERMIT DRAWING
SEE ENLARGED AREA
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
F
C
F
C
C C
C
C
F
F
C
F
C
F
C
C
C
C
F
F
F
F
FC
F
F
EIPEIPBY2-42P5748 BL-21BY1-3018" RCP15" RCP15" RCP18" RCP P5748 BL-22EIP12" RCPBY1-3115" RCP15" CMP18" HDPEEIPBY2-40
BY2-41
3
6"
C
MP HWCONCHWCONCHWCONCNC 75 (WAXHAW HWY) 24.0' BSTNC 75 (WAXHAW HWY) 23.7' BST16.8' GR14.7' GR22.5' GR14.1' BST
14.3' GR
20.5' GR
SR 1300 HELMS RD. 19.4' BSTRASPBERRY LN 7.5' GR
RASPBERRY LN 12' GR 10.3' GREIPEIPSIGRRSIGRRSS1SBKDGWSGGHTRSSSGWW1SFDR/R CABINET48' WD SPLIT RAIL48' WD SPLIT RAILCONCHWCONCWD48" WW4' WD RAMPBKDKWD60.00
'EXISTING R/WEXISTING R/W60.00
'EXISTING R/WEXISTING R/WEXISTING R/W60.00'EXISTING R/WEXISTING R/WWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODS
WOODSWOODSWOODS
WOODS EXISTING R/W317 PROPERTIES LLC
DB 6363 PG 874
DB 4788 PG 116DB 291 PG 599WSLD MILLBRIDGE VI LLC
DB 6359 PG 535
DB W18E PG 122
SHERRY FRANCES MCCLAIN
DAVIE GENE MCCLAIN
DB 1581 PG 657
0.44'1.36'60' DUKE POWER R/W (DB 237 PG 480 & DB 4788 PG 116)60' DUKE POWER R/W (DB 237 PG 480 & DB 4788 PG 116)TERESA C. SCHULTZ
MICHAEL J. SCHULTZ &SEABOARD COAST LINE RAILROAD CO & CSX REAL ESTATE PROPERTY15" RCP100' SEABOARD COAST RAILROAD R/W100.00
'100' SEABOARD COAST RAILROAD R/WWELLOUTLETTTHHTHHTSMTRGUARDCROSSINGGUARDCROSSING72 STR50 PR72 STR50 PR150 PR
144 STR150 PR72 STR144 STRWSLD MILLBRIDGE VI LLC
DB 5377 PG 23
WSLD MILLBRIDGE VI LLC
DB 5377 PG 23
RETAINRETAIN RETAINRETAINFS
SEE DETAIL 1
R
E
MO
VE
JB w/MH
18" RCP-IV 24" W/ 2ELBOWSRETAIN54" RCP-III
F
F
FF
S
S
S
S
S S
F
F
F
F F FFF
F
F
F F
F F
F
TS
TS
F
S
S
S
S
FF
TS
F
S
S
10
11
10
12555560560560560560560560565565565565
565565565565565565565
5
6
5
5705705705705
7
0
5
7
0
570
5
7
0570570 5705705755755755755
7
5575575575
5
7
5
5
7
5575 5755755805805805805805805805
805
8
0
580580580580
580580580
5805855855855855855855855
8
5
5
8
5
585
5
8
5585
585585585585
585590590590590590590590
590590590590
590590590590590595595 595595595595
595
5955955
9
5
595595595595595595595
595600
600
6006
0
060
0
600600600600600
600600600600600600600600600605
6056
0
5
6056
0
5
6056056
05
605
605605605605605605605605605
605 605610610610610 610 610610610610610
6
10610610
6
1
0
610610610610610610615615615
6
1
5
615
615615
6
15
615615615615615615615
615615615615615615620620620620620620620620620620620620620620
620620 620620620620620620620620620625625625 625
6
2
5
6256256256256256256256256256256256256256256306306306
3
0 630630630
6 3 0
630630630630630 630635635635635635635
64025
30
25
30
-Y3--Y4--L- PC Sta. 42+75.22
-L- PT Sta. 50+05.91
-Y2- POT Sta. 10+00.00
-L- POC Sta. 47+00.00 =
-Y4- POT Sta. 25+59.63
-Y2- POT Sta. 12+74.75 =4045
50
-L--L--L- POT Sta. 53+00.00
TYP.18'+31TYP.18'+14+82TYP.18'11'11'11'11'
12'12'
R = 55'
R = 48'
-Y3- POT Sta. 23+60.24
-Y2- POT Sta. 13+66.79 =
-Y2- POT Sta. 11+40.00
END CONSTRUCTION 20'20'N
A
D
83/ 201110-Y2
-
+14TYP.19'
-Y2- PC Sta. 10+35.72
-Y2- PRC Sta. 11+33.97
-Y2- PCC Sta. 11+86.03
-Y2- PC Sta. 13+21.77
-Y2- PT Sta. 12+88.92
-Y2- PT Sta. 13+60.55
5' CONC. SIDEWALK 5' CONC. SIDEWALK8:1
8 :1
END TIP PROJECT Y-5500JC
20'HANDRAIL
PROPOSED
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Office of:
Prepared in the
Fuquay-Varina, NC 27526
www.mottmac.com/americas
6
8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$SEE SHEET 2B-1 FOR INTERSECTION DETAILS

SEE SHEET 2B-5 THRU 2B-8 FOR ISLAND DETAILS
Y-5500JC
-L-
STA.
39+00.00MATCHLI
NE SEE SHEET 5EXISTING PAVEMENT REMOVAL
FOR DITCH DETAILS SEE SHEET 2D-1
-Y2- SEE PROFILE SHEET 9
-L- SEE PROFILE SHEET 9
7621 Purfoy Rd Suite 115
PAVED SHOULDER
HW
54" RCP-IV
INV. OUT=569.3'
(BURIED 1')
INV. IN=576.1'
(BURIED 1')REMOVE15"RETAIN
RETAIN
INV. IN
=597.0'
18" RCP-IV
SEE DETAIL B
SPECIAL CUT DITCH
(ON BANKS ONLY)
123 SY GEOTEXTILE
EST. 94 TONS
CLASS II RIP RAP
SEE DETAIL J
TOE PROTECTION
SEE DETAIL J
TOE PROTECTION
18" RCP-IV 15" RCP-I
V
CB
CB
15" RCP-IV 15" RCP-IV 15
" RCP
-IV
DI
CB
CB
CB
CB
SEE DETAIL 1
FS
INV. IN=597.0'
INV. IN=627.8'15"15" RCP-
I
V
(NON-EROSIVE)
V = 1.3 fps
Q = 5.5 cfs10
10
MECHANIZED CLEARING
ENGLISH
LEGEND
0
10050
100
SCALE: 1"= 100' HORIZ.R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_psh06_con.dgnMAR0899506/23/2021SITE 3
F F DENOTES FILL IN WETLANDS
DENOTES MECHANIZED CLEARING
SITE 3
PLAN VIEW
SHEET 11 OF 16
PERMIT DRAWING
IN SURFACE WATER
DENOTES PERMANENT IMPACTSSS
SHEET 13 AND 14
ON PERMIT DRAWING
SEE ENLARGED AREA
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 12 OF 16
PERMIT DRAWING
F
C
F
C
C C
C
C
F
F
C
F
C
F
C
C
C
C
F
F
F
F
FC
F
F
EIP3
6"
C
MP
RASPBERRY LN 12' GR
WOODS
WOODSFS
SEE DETAIL 1
R
E
MOVE
JB w/MH
24" W/ 2ELBOWS54" RCP-III
F
F
FF
S
S
S
S
S S
F
F
F
F
F FFF
F
F
F F
F F
F
TS
TS
F
S
S
S
S
FF
TS
F
S
S
10
HANDRAIL
PROPOSED
HW
54" RCP-IV15" RCP-I
V
CB
CB
CB
CB
15" RCP-
I
V
(NON-EROSIVE)
V = 1.3 fps
Q = 5.5 cfs10
10
MECHANIZED CLEARING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Office of:
Prepared in the
Fuquay-Varina, NC 27526
www.mottmac.com/americas
6
8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$SEE SHEET 2B-1 FOR INTERSECTION DETAILS

SEE SHEET 2B-5 THRU 2B-8 FOR ISLAND DETAILS
Y-5500JC
EXISTING PAVEMENT REMOVAL
FOR DITCH DETAILS SEE SHEET 2D-1
-Y2- SEE PROFILE SHEET 9
-L- SEE PROFILE SHEET 9
7621 Purfoy Rd Suite 115
PAVED SHOULDER
ENGLISH
LEGEND
0
3015
30
SCALE: 1"= 30' HORIZ.
F F DENOTES FILL IN WETLANDS
DENOTES MECHANIZED CLEARING
R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_psh06A.dgnMAR0899506/24/2021SITE 3
DETAIL SHEET FOR
SHEET 13 OF 16
PERMIT DRAWING42
S S IN SURFACE WATER
DENOTES PERMANENT IMPACTS
N
A
D
83/ 2011-L-
6A
TS TS
IN SURFACE WATER
DENOTES TEMPORARY IMPACTS
INVERT BURIED 1-FT
INVERT BURIED 1-FTC
F
F
F
C
F
F
EIP3
6"
C
MP
RASPBERRY LN 12' GR
WOODS
WOODSFS
SEE DETAIL 1
R
E
MOVE
JB w/MH
24" W/ 2ELBOWS54" RCP-III
F
F
FF
S
S
S
S
S S
F
F
F
F
F FFF
F
F
F F
F F
F
TS
TS
F
S
S
S
S
FF
TS
F
S
S
10
5
7
0
575575580580580580580585585
585585590
590590590595
595595600600605605610HANDRAIL
PROPOSED
HW
54" RCP-IV15" RCP-I
V
CB
CB
CB
CB
15" RCP-
I
V
(NON-EROSIVE)
V = 1.3 fps
Q = 5.5 cfs10
10
MECHANIZED CLEARING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Office of:
Prepared in the
Fuquay-Varina, NC 27526
www.mottmac.com/americas
6
8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$SEE SHEET 2B-1 FOR INTERSECTION DETAILS

SEE SHEET 2B-5 THRU 2B-8 FOR ISLAND DETAILS
Y-5500JC
EXISTING PAVEMENT REMOVAL
FOR DITCH DETAILS SEE SHEET 2D-1
-Y2- SEE PROFILE SHEET 9
-L- SEE PROFILE SHEET 9
7621 Purfoy Rd Suite 115
PAVED SHOULDER
ENGLISH
0
3015
30
SCALE: 1"= 30' HORIZ.R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_psh06A_con.dgnMAR0899506/24/2021SITE 3
DETAIL SHEET FOR
SHEET 14 OF 16
PERMIT DRAWING42
N
A
D
83/ 2011-L-
LEGEND
F F DENOTES FILL IN WETLANDS
DENOTES MECHANIZED CLEARING
S S IN SURFACE WATER
DENOTES PERMANENT IMPACTS
TS TS
IN SURFACE WATER
DENOTES TEMPORARY IMPACTS
INVERT BURIED 1-FT
INVERT BURIED 1-FT
6A
C
F
F
F
C
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
6/23/16570
580
590
560
43+00.00
X-22Y-5500JC
-L-
5 10
ENGLISH
SITE 3
SHEET 15 OF 16
PERMIT DRAWING
600
570
580
590
560
600
WETLAND WETLAND WETLAND
580.05 2:10.0400.040
2:1 600.19R:\Hydraulics\PERMITS_Environmental\Drawings\F-14288_hyd_prm_wet_site3_xsect.dgnMAR0899506/23/2021
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)
SITE 1 -L- 24+35 TO 24+65 LT 36" RCP-III < 0.01 0.02
SITE 2 -L- 35+40 TO 35+88 LT 24" CSP < 0.01 0.01
SITE 3 -L- 42+35 TO 43+05 LT 54" RCP-IV 0.03 0.05 < 0.01 < 0.01 91 12
SITE 3 -L- 42+55 TO 43+52 RT 54" RCP-IV 0.07 < 0.01 < 0.01 < 0.01 120 20
TOTALS*:0.10 < 0.01 0.08 < 0.01 < 0.01 211 32 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 16 OF 16
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
UNION COUNTY
Y-5500JC
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JUNE 23, 2021