highway stormwater program stormwater … r... · michael j. shumsky, pe 1595 mail service center...
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(Version 2.07; Released October 2016)34409.3.23 TIP No.: R-2247CD County(ies): Forsyth Page 1 of 4
TIP Number: Date:
Phone: Phone:Email: Email:
County(ies):CAMA County?
Yes
Design/Future: Year: Existing: Year:
Aquatic T&E Species? No Comments:
No NoNo
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)
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 Body
ac.Y17 (US 421): Two 12' travel lanes with paved shoulders, grass median, and grass roadway ditches, both sides.
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
ForsythWinston-Salem
North Carolina Department of Transportation
Highway Stormwater Program STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
NCDOT Design Build Unit Address:
General Project InformationR-2247CD34409.3.23
Impairments:Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
The R-2247CD project involves US 421 and Peace Haven Road Interchange improvements for future Winston-Salem Northern Beltway along with other improvements to adjacent roadways including realignments. Grass swales have been incorporated in roadside ditches where possible. A dry detension basin is proposed to treat and attenuate peak flows for portions on the roadway runoff. Riprap outlet pads have been incorporated at drainage pipe outlets and outfalls, where applicable.
None
56,000
Y17 (US 421): Three (3) 12' travel lanes each direction, concrete barrier rail median with 18' paved median shoulders, and 12' paved ouside shoulders with grass roadway ditches, both sides.
Waterbody Information
2015
NCDWR Stream Index No.:
Raleigh, NC 27699-1595
Address:
8/24/2017Michael J. Shumsky, PE
1595 Mail Service Center
WBS Element:
Roadway WideningWBS Element:Randal C. Howard, PENCDOT Contact:
(919) 707-6627
905 Jones Franklin RoadRaleigh, NC 27606
Contractor / Designer:
(919) 859-2243
Sungate Design Group, PA
Medium density residential
Muddy Creek 12-94-(0.5)
15.9
.867 milesProject Description
Proposed Project
Yadkin-Pee DeeRiver Basin(s): City/Town:
23.6Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:(Description of Minimization of Water Quality Impacts)
No
NoneNone
Supplemental Classification:
N/ABuffer Rules in Effect:
Wetlands within Project Limits?
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(Version 2.07; Released October 2016)
North Carolina Department of Transportation
Highway Stormwater Program STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS34409.3.23 TIP No.: R-2247CD County(ies): Forsyth Page 2 of 4
Aquatic T&E Species? No Comments:
Yes N/ANo
WBS Element:
Surface Water Body (2): Additional Waterbody Information
Buffer Rules in Effect: N/A
None
Silas Creek NCDWR Stream Index No.:
NRTR Stream ID:
Class CPrimary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification:
12-94-10
None
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? N/A
Impairments: NoneOther Stream Classification:
(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?
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(Version 2.07; Released October 2016)34409.3.23 TIP No.: R-2247CD County(ies): Forsyth Page 3 of 4
Sheet No.
Station & Coordinates (Road and Non Road
Projects)
Surface Water Body
Base Width
(ft)
Front Slope(H:1)
Back Slope(H:1)
Drainage Area(ac)
Recommended Treatm't Length
(ft)
Actual Length
(ft)
Longitudinal Slope
(%)Q2
(cfs)V2
(fps)Q10(cfs)
V10(fps)
Rock Checks Used
BMP Associated w/ Buffer Rules?
Y17 43+70 to 46+70 RT &ALPD 12+00 to 14+25 RT
Y25ALPD 14+25 RT
Y17 48+50 LT
Y17 68+20 LT No1.4
6
2.6
WBS Element:
1.9
2.1
6 No290
510
6.0
6.2
7.2
4.0
525
260
6 8.3
2.0
1.37 0.0
No
0.50%
10.8
0.0
4.0 1.90.50% 8.3
0.92% 4.8
10.80.0 4.0 4.0
6.0 4.0 1.8 180
0.0
No2.02.6 260
2.0
1.4180 5.50.30%4.0
Swales
Silas Creek
Silas Creek
Silas Creek
Silas Creek
No
No
No
No130
North Carolina Department of Transportation
Highway Stormwater ProgramSTORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Additional Comments
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(Version 2.07; Released October 2016)34409.3.23 TIP No.: R-2247CD County(ies): Forsyth Page 4 of 4
Sheet No.Surface
Water BodyDrainage Area
(ac)
New Built-Upon Area(ac)
Volume Treated(ac-ft)
North Carolina Department of Transportation
Highway Stormwater ProgramSTORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Other Best Management Practices
Additional Comments
0.32Silas Creek
WBS Element:
Precipitation Depth Treated over NBUA
(in)BMP Associated w/ Buffer Rules?
No
BMP TypeStation & Coordinates
(Road and Non Road Projects)Y17 50+00 RT6 15.1 6.4Dry Detention Basin 0.63
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WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 23PERMIT DRAWING
SITE 1
SITE 2SITE 3
SITE 4
SITE 7
SITE 8
SITE 9
SITE 6
SITE 5
SITE 10
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
6
7
10
9
5
- CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
- THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES
-Y17- STA. 22+40.00 BEGIN TIP PROJECT R-2247CD
-Y17- STA. 68+20.00END TIP PROJECT R-2247CD
-Y25A- PEACE HAVEN RD
-Y3- VILLAS DR
-Y2- REGENTS VILLAGE DR
-Y1- IVYSTONE LN
-Y25ARPB- -Y25ARPA-
-Y25ALPD-
-Y25ARPD-
-DW1-
-Y28REV2- KESTER MILL RD
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
PROJECT BEGIN
PROJECT END
SALEMWINSTON
VICINITY MAP
WINSTON-SALEM NORTHERN BELTWAY - MODIFICATION OF
THE US 421/ SR 1891 (PEACE HAVEN ROAD) INTERCHANGE
- A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WINSTON-SALEM
GRADING, DRAINAGE, PAVING, GUARDRAIL,
To Lewisville
To I-40
-Y25A- STA. 22+88.94BEGIN BRIDGE
-Y25A- STA. 25+32.94END BRIDGE
-Y28REV2- STA. 11+10.88BEGIN BRIDGE
-Y28REV2- STA. 11+83.13END BRIDGE
-Y25A- STA. 11+50.00BEGIN CONSTRUCTION
-Y25A- STA. 33+00.00END CONSTRUCTION
INTERSTATE
40
421
Peace H
aven R
d
US 421
-Y17-
US 421-Y17-
25 50 10050
25 50 10050
5 10 2010
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
STATE
F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
0
00
9/6/2017
R2247
CD_
Hy
d_pr
m_
wet_01.dgn
rho
ward
CO
NT
RA
CT:
AR
TM
E
N
N
A
S
O H
DE
P
TOF TRA
SPO
RT
TIO
N
TA
TE
OFN RT
CA
RO
LIN
A
C203840
TIP P
ROJE
CT:
R-2247C
D
DHV
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
FUNC CLASS =
PROJECT LENGTHDESIGN DATA
LENGTH ROADWAY TIP PROJECT R-2247CD
TOTAL LENGTH TIP PROJECT R-2247CD
= .867 MI.
= .867 MI.
2016
2036
57,065
77,735
10
65
7
70
* (TTST =4%
FREEWAY
STATE PROJECT REFERENCE NO.
STATE PROJ. NO.
FORSYTH COUNTY
P.E.
R-2247CD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
34409.3.23 NHP-0421(088)
34409.3.23 NHP-0421(088)
34409.3.23 NHP-0421(088)
R/W & UTIL.
CONST.
See Sheet 1C For Survey Control Sheets
4
8
CITY LIMITSWINSTON-SALEM
CIT
Y
LIM
ITS
WIN
ST
ON-S
AL
EM
CITY LIMITSWINSTON-SALEM
CITY LIMITS
WINSTON-SALEM
CIT
Y
LIM
ITS
WIN
ST
ON-S
AL
EM
CR
EE
KM
UD
DY
ASSOCIATED HORIZONTAL STOPPING SIGHT DISTANCE ON KESTER MILL ROAD (-Y28REV2-) DESIGN EXCEPTION REQUIRED FOR MINIMUM HORIZONTAL CURVE RADIUS AND-
CREEKSILAS
NOVEMBER 15, 2016
NOVEMBER 15, 2016
AND RETAINING WALLSTRUCTURES, SIGNING, SIGNALS, NOISE WALLS
-Y17- STA. 80+70 +\-END CONSTRUCTION
-Y17- STA. 7+20 +\-BEGIN CONSTRUCTION
DUAL 3%)+
SIGNATURE:
SIGNATURE:
P.E.
P.E.
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
RIGHT OF WAY DATE:
LETTING DATE:
Prepared in the Office of:
DIVISION OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
KCIhttp://www.kci.com
NCDOT CONTACT:
Plans Prepared For:
Raleigh NC, 27610
1000 Birch Ridge Dr.
PROJECT DESIGN ENGINEER
BARRY C. SMITH, P.E.
PROJECT ENGINEER - DESIGN BUILD UNIT
K. ZAK HAMIDI, PE
CHARLES L. FLOWE, P.E.
Fax (919) 783-9266
Phone (919) 783-9214
Raleigh, NC 27609
4505 Falls of Neuse Road, Suite 400
KCI Associates of N.C., P.A.
60
%
RO
AD
WA
Y
PL
AN
SRIG
HT-O
F-
WA
Y /
905 JONES FRANKLIN ROAD
TEL (919) 859-2243
Ketner Chapel
CalvaryBapt. Ch.
Pine Grove ChurchM
uddy
Creek
Muddy
Creek
EL=800'
TOE OF SLOPE
EL=800'
TOE OF SLOPE
EL=800'
TOE
OF
SLOP
E
EL=800'
TO
E
OF
SL
OP
E
City LimitsClemmons
City LimitsWinston Salem
NA
D 83 (C
ORS 96)
-
SHEET 2 OF 23PERMIT DRAWING
2D-1
SHEET NO.PROJECT REFERENCE NO.
ENGINEER
R-2247CD
HYDRAULICS
6/2/99
9/6/2017
R2247
CD_
Hyd_pr
m_
wet_02
D1.d
gn
rho
ward
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
905 JONES FRANKLIN ROAD
TEL (919) 859-2243
d
2:1
B
D
( Not to Scale)
Flatter2:1
or
SPECIAL LATERAL BASE DITCH
FROM STA. 64+00 TO STA. 64+45 -Y17- RT
Slope
Fill
DETAIL 7-1
B=3.0 Ft.
Max. d=3.0 Ft.
Min. D=3.0 Ft.
Type of Liner=Class II Rip-Rap
Ground
Natural
Geotextile
2:12:1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 11+63 TO STA. 11+93 -Y28REV2- LT
DETAIL 10-2
B=2.0 Ft.
Max. d=1.5 Ft.
Min. D=2.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner=Class I Rip-Rap
Geotextile
4:1 D
B
( Not to Scale)
SPECIAL LATERAL GRASSED SWALE
4:1
FROM STA. 12+00 TO STA. 14+25 -Y25ALPD- RTFROM STA. 43+70 TO STA. 46+70 -Y17- RT
DETAIL 6-4
B=0 Ft.
Min. D=1.2 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
TOE PROTECTION
d
FROM STA. 15+50 TO STA. 18+00 -Y25ARPD- RT
Fill Slope
2:1 or Flatter
Fill Slope
2:1 or Flatter
DETAIL 6-10
d=1.0 Ft.
Type of Liner=Class B Rip-Rap
Geotextile
VA
RIE
S
b
( Not to Scale)
D2:1 2:
1
BERM 'V' DITCH
FROM STA. 65+00 TO STA. 71+50 -Y17- LTFROM STA. 59+00 TO STA. 60+50 -Y17- LT
DETAIL 7-4
b=NOISE WALL
Min. D=1.0 Ft.
Ground
Natural
RDWY
VA
RIE
S
b
( Not to Scale)
D2:1 2:
1
BERM 'V' DITCH
FROM STA. 25+75 TO STA. 28+00 -Y17- RT
DETAIL 5-2
b=NOISE WALL
Min. D=1.0 Ft.
Ground
Natural
RDWY
Flatter4:
1 or
D2:1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 17+50 TO STA. 20+00 -DW1- LT
DETAIL 10-1
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
2:1D
Flatter4:
1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 15+75 TO STA. 16+50 -Y28REV2- RT
DETAIL 10-6
Max. d=1.5 Ft.
Min. D=2.0 Ft.
Type of Liner=CL I Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
( Not to Scale)
BERM 2' BASE DITCH
2:1
2:1
D2:1
B
b
FROM STA. 52+50 TO STA. 53+00 -Y17- LTFROM STA. 17+50 TO STA. 18+00 -Y25ARPA- RT
DETAIL 6-6
b=4.0 Ft.
B=2.0 Ft.
Min. D=1.0 Ft.
Ground
NaturalRDWY
2:1D
Flatter4:
1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 14+00 TO STA. 15+50 -Y28REV2- LTFROM STA. 17+50 TO STA. 19+00 -Y28REV2- RT
DETAIL 10-5
Max. d=1.0 Ft.
Min. D=2.0 Ft.
Type of Liner=CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM STA. 28+50 TO STA. 30+00 -Y17- LT
Min. D=1.0 Ft.
DETAIL 5-1
Ground
Natural 2:1
Slope
Fill
D Flatter4:
1 or
( Not to Scale)
SPECIAL CUT DITCH w/HINGE
6.0'
4:1
VARIA
BLE
FROM STA. 13+16 TO STA. 15+00 -Y25A- LT
DETAIL 9-1
Min. D=1.5 Ft.
Ground
Natural
Slope
Ditch
Front
Flatter4:
1 or
DFlatter
3:1 or
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 17+50 TO STA. 19+00 -Y25A- RTFROM STA. 11+63 TO STA. 12+56 -Y25A- LT
DETAIL 9-2
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
Flatter4:
1 or
D2:1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 18+50 TO STA. 19+50 -Y28REV2- LTFROM STA. 11+93 TO STA. 15+25 -Y28REV2- LT
DETAIL 10-3
Min. D=2.0 Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM STA. 10+00 AROUND CUL-DE-SAC 45 L.F.FROM STA. 10+00 TO STA. 12+00 -DW1- LT
Min. D=1.0 Ft.
DETAIL 6-13
Ground
Natural
Flatter4:
1 or
Slope
Fill2:1 4:
1D
( Not to Scale)
STANDARD 'V' DITCH
FROM STA. 09+78.5 TO 09+83.7 -DW1- RT
Min. D=1.0 Ft.
DETAIL 6-17
Ground
NaturalGround
Natural
( Not to Scale)LATERAL BASE DITCH
2:1D
B
b
d2:1 1"/Ft.
FROM STA. 15+25 TO STA. 16+19.44 -Y25ARPB- LT
DETAIL 6-1
b=5.0 Ft.
B=5.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)LATERAL BASE DITCH
2:1D
B
b
d2:1 1"/Ft.
FROM STA. 16+19.44 TO STA. 20+00 -Y25ARPB- LT
DETAIL 6-2
b=5.0 Ft.
B=3.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
*When B is < 6.0'
Type of Liner= Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
2:1D
4:1
d
( Not to Scale)
TYPICAL ROADWAY DITCH
FROM STA. 12+00 TO STA. 14+00 -DW1- LT
Slope
Ditch
Front
DETAIL 6-20
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner=Class 'B' Rip-Rap
Ground
Natural
Geotextile
( Not to Scale)
TOE PROTECTION
dFL
ATTE
R2:1
OR
FROM STA. 53+25 TO STA. 54+50 -Y17- LT
DETAIL 6-9
Type of Liner=Class B Rip-Rap
d=1.0 Ft.
GROUND
NATURALSLOPE
FILL
GEOTEXTILE
( Not to Scale)LATERAL BASE DITCH
2:1D
B
b
d2:1 1"/Ft.
FROM STA. 54+50 TO STA. 57+50 -Y17- LT
DETAIL 6-22
b=5.0 Ft.
B=2.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
*When B is < 6.0'
Type of Liner=Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
6:1 T
O 4:1
D4:1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 26+50 TO STA. 29+85 -Y25ARPD- RTFROM STA. 14+25 TO STA. 15+50 -Y25ALPD- RT
FROM STA. 44+50 TO STA. 46+50 -Y17- LT
DETAIL 6-3
Min. D=1.2 Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
2:12:1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM STA. 20+00 TO STA. 22+50 -Y25ARPB- LT
DETAIL 6-23
b=5.0 Ft.
B=3.0 Ft.
Min. D=2.0 Ft.
Ground
Natural
Slope
Fill
b
2:1d
D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.
FROM STA. 63+90 TO STA. 66+00 -Y17- RT
GroundNatural
b=5.0 Ft.
B=5.0 Ft.
Max. d=3.0 Ft.
Min. D=3.0 Ft.
Type of Liner=Class I Rip-Rap
DETAIL 7-2
Ground
Natural
Exist. Channel
Fill Slope
Proposed
GEOTEXTILE
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 68+15 TO STA. 68+30 -Y17- RT
DETAIL 7-6
Grade
Ditch2.0 ft.
GEOTEXTILE
Type of Liner=Class II Riprap
10'min.
1.0'min.
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
Dd
2:1
FROM STA. 16+33 TO STA. 20+00 -Y25ARPB- RT
DETAIL 6-19
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner= CL B Rip-Rap
Slope
Fill
Flatter4:
1 or
Ground
Natural
Geotextile
3:1 3:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM STA. 39+50 TO STA. 40+50 -Y17- RT
Min. D=1.0 Ft.
DETAIL 6-11
Ground
NaturalGround
Natural
VA
RIE
S
b
( Not to Scale)
D2:1 2:
1
BERM 'V' DITCH
FROM STA. 57+50 TO STA. 59+00 -Y17- LTFROM STA. 18+00 TO STA. 22+50 -Y25ARPA- RT
FROM STA. 38+36 TO STA. 40+00 -Y17- RT
DETAIL 6-5
b=NOISE WALL
Min. D=1.0 Ft.
Ground
Natural
RDWY
( Not to Scale)LATERAL BASE DITCH
2:1D
B
b
d2:1 1"/Ft.
FROM STA. 56+50 TO STA. 59+30 -Y17- RTFROM STA. 15+54 TO STA. 16+40 -Y25ARPD- LT
DETAIL 6-12
b=5.0 Ft.
B=2.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
*When B is < 6.0'
Type of Liner=Class I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
2:12:1
D
( Not to Scale)
CHANNEL CHANGE
B
d
FROM STA. 15+80 TO STA. 15+90 -DW1- RT
DETAIL 6-26
B=5.0 Ft.
Max. d=5.0 Ft.
Min. D=5.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner=Class II Rip-Rap
Geotextile
( Not to Scale)LATERAL BASE DITCH
2:1D
B
b
d2:1 1"/Ft.
FROM STA. 61+50 TO STA. 63+90 -Y17- RT
DETAIL 7-5
b=5.0 Ft.
B=2.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
*When B is < 6.0'
Type of Liner=Class B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 11+51 TO STA. 11+74 -Y28REV2- LTFROM STA. 11+06 TO STA. 11+29 -Y28REV2- LT
FROM STA. 18+01 TO STA. 18+16 -DW1- RT
DETAIL 10-7
Grade
Ditch2.0
GEOTEXTILE
Type of Liner=CL II Rip-Rap
10'min.
1.0'min.
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 6-21
FROM STA. 14+55 TO STA. 15+00 -DW1- LT
GroundNatural
GroundNatural
(Variable)CHANNEL BED
d=4.0 Ft.
Length=70 Ft.
EXISTING BANK
EXISTIN
G BA
NKMIN. 2:1
TO TIEMIN. 2:1 TO TIE d
( Not to Scale)
PIPE INLET CHANNEL
DETAIL 6-28
STA. 54+50 -Y17- LT
GroundNatural
GroundNatural
(Variable)CHANNEL BED
d=3.0 Ft.
Length=15 Ft.
EXISTING BANK
EXISTIN
G BA
NKMIN. 2:1
TO TIEMIN. 2:1 TO TIE d
( Not to Scale)
6:1 6:1
FROM STA. 79+00 TO STA. 81+00 -Y17-
Point
Shoulder
Point
Shoulder
MEDIAN V DITCH
DETAIL 8-3
B
4:14:1 D
( Not to Scale)
LATERAL 2' BASE DITCH
FROM STA. 75+00 TO STA. 76+50 -Y17- RT
DETAIL 8-4
B=2.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Ground
Natural
L
S etc.GI
10:1 20:1
( Not to Scale)
FALSE SUMP
2.0'
STA. 13+90 -DW1- RTSTA. 76+30 -Y17- LTSTA. 36+90 -Y17- LTSTA. 35+45 -Y17- LTSTA. 34+35 -Y17- LT
DETAIL FS-1
Traffic FlowOutside Ditch
1.0'
Max
0.5'
Min.
S=Ditch Slope C Proposed Ditch
20:1
10:1
LS=Ditch Slope
S
( Not to Scale)FALSE SUMP
2'
DETAIL FS-2
Traffic FlowOutside Ditch
1.0'
Max.
0.5'
Min.
etc.GI
STA. 79+20 -Y17- RT, STA. 14+15 -DW1- LT
STA. 61+15 -Y17- LT, STA. 76+15 -Y17- RT
STA. 31+15 -Y17- RT, STA. 60+64 -Y17- LT
STA. 24+50 -Y17- RT, STA. 25+25 -Y17- RT
STA. 17+36 -Y25ARPA- RT, STA. 16+40 -Y25ARPA- RT
C Proposed Ditch
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 14+90 TO STA. 15+00 -Y25ARPA- RT
DETAIL 6-29
Grade
Ditch2.0 ft.
GEOTEXTILE
Type of Liner=Class II Rip-Rap
10'min.
1.0'min.
D6:1
( Not to Scale)
SPECIAL CUT GRASS SWALE w/HINGE
4.0'
6:1
4:1 to
VARIA
BLE
FROM STA. 66+50 TO STA. 68+20 -Y17- LTFROM STA. 65+00 TO STA. 65+50 -Y17- LT
DETAIL 7-3
Min. D=1.0 Ft.
Ground
Natural
Slope
Ditch
Front
( Not to Scale)LATERAL BASE DITCH
2:1D
B
b
d2:1 1"/Ft.
FROM STA. 63+50 TO STA. 65+00 -Y17- LTFROM STA. 62+00 TO STA. 62+50 -Y17- LT
DETAIL 7-7
b=5.0 Ft.
B=4.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
*When B is < 6.0'
Type of Liner=Class B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
d
2:1
B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1
or
FROM STA 18+00 TO STA. 19+50 -Y25ARPD- RT
DETAIL 6-25
B=3.0 Ft.
Max. d=1.0 Ft.
Min. D=2.0 Ft.
Type of Liner=Class B Rip-Rap
Ground
Natural
Ditch
Slope
Front
Geotextile
-
SHEET 3 OF 23PERMIT DRAWING
2D-2
SHEET NO.PROJECT REFERENCE NO.
R-2247CD
6/2/99
9/6/2017
R2247
CD_
Hyd_pr
m_
wet_02
D2.d
gn
rho
ward
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
905 JONES FRANKLIN ROAD
ENGINEER
HYDRAULICS
TEL (919) 859-2243
*NOT TO SCALE*
DETAIL 6-14
6"
MIN.
S
S 8" MIN.
(SEE SPECIAL DETAIL)
HINGE
TRASH RACK
S SID
E 3
SID
E 1
SIDE 2
PLAN VIEW
PIPE (P)
OUTLET
HINGE
TRASH RACK
GATESLUICE
ORIFICE TRASH RACK
TRASH RACK NOT SHOWN FOR CLARITY
TRASH RACK(SEE SPECIAL DETAIL)
(THIS SIDE)TRASH RACK HINGES
CTL. STR.
TOP ELEV.
SEE TABLE
VARIES
SIDE 2
B
MIN. ELEV.BASIN BOTTOM
(SEE SPECIAL DETAIL)
6"
MIN.
H
S
OUTLET PIPE (P) OUTFLOW
S
(SEE SPECIAL DETAIL)
(2' x 2' MIN.)PAD
4" CONCRETE
ORIFICE TRASH RACK
CTL. STR.
TOP ELEV.
GATESLUICE
TRASH RACK
MIN. ELEV.BASIN BOTTOM
(THIS SIDE)TRASH RACK HINGES
(SEE SPECIAL DETAIL)
H
S
B
D
SIDE 3
8"
MIN.
(STD. DRWG. 840.66) STEPS @ 12" O.C.
S
(P)PIPE
OUTLET
TRASH RACK
CTL. STR.
TOP ELEV.
GATESLUICE
ORIFICE TRASH RACK(SEE SPECIAL DETAIL)
(2' x 2' MIN.)PAD
4" CONCRETE
INSET "A"
D
MINIMUM DIMENSIONS FOR DRY DETENTION BASIN DRAWDOWN STRUCTURE
SEE INSET "A"H
8"
MIN.
S
S
B
MIN. ELEV.BASIN BOTTOM
(STD. DRWG. 840.66) STEPS @ 12" O.C.
SIDE 1
INV. ELEV.
ORIFICESTATION
ELEV.
MINIMUM
BOTTOM
BASIN
-Y25ARPD- 20+25 RT
0668
790.0'
792.5'
2.5'
786.0'
4.5'x4.5'x6.5'
2.0"
STRUCTURE
CONTROL
ELEVATION
TOP
INCHES
DIAMETER(P)
PIPE
OUTLET
INCHES
(O)
DIAMETER
ORIFICE
FEET
DEPTH(D)
STORAGE
MAX.
CTL. STR.
INV. ELEV.
(W x L x H)
DIMENSIONS
CTL. STR.
6.0"
790.0'
36"
VARIES
SEE TABLE
S
6"
(P)PIPE
OUTLET
(STD. DRWG. 840.66) STEPS @ 12" O.C.
GATESLUICE
BERMACCESS
NUMBER
STRUCTURE
6" MIN.
(INCHES)
S
6" MIN.
(INCHES)
B
DRY DETENTION BASIN DRAWDOWN STRUCTURE
(O)2.0" ORIFICE
MIN.6" DIA. HOLE
BORED
(O)6.0" ORIFICE
791.0'
8"x8" MIN.
PLATE
ORIFICE
0.25" STEEL
(O)6.0" ORIFICE
7. ADJUST FOOTER DIMENSIONS AS NEEDED FOR ANTI-FLOTATION.
SLUICE GATE.
6. ENSURE TRASH RACK OPENS FREELY AND WITHOUT INTERFERENCE WITH
AND ORIFICE TRASH RACK WIDTH.
5. SELECT BOX STANDARD AS REQUIRED TO ACCOMMODATE SLUICE GATE
SEATING OF GATE OVER PIPE.
ADEQUATE CLEARANCE FOR GATE OPERATION AND FOR PROPER
4. SLUICE GATE SHALL PROVIDE WATERTIGHT SEAL. PROVIDE
USED IN LIEU OF THE 8" SLUICE GATE.
CLOSED DURING NORMAL OPERATION. A GATE VALVE MAY BE
3. SLUICE GATE IS FOR MAINTENANCE AND SHOULD REMAIN
OUTLET PIPE THROUGH EMBANKMENT.
STANDARD DRAWINGS FOR METHOD OF PIPE INSTALLATION FOR
2. NO BEDDING MATERIAL TO BE USED. THEREFORE, DO NOT FOLLOW
SET AT 792.5'.
ELEVATION) SHOULD BE 1. TOP ELEVATION OF CONTROL STRUCTURE (WEIR
NOTES:
15"
-
SHEET 4 OF 23PERMIT DRAWING
2D-3
SHEET NO.PROJECT REFERENCE NO.
R-2247CD
6/2/99
9/6/2017
R2247
CD_
Hyd_pr
m_
wet_02
D3.d
gn
rho
ward
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
905 JONES FRANKLIN ROAD
ENGINEER
HYDRAULICS
TEL (919) 859-2243
*NOT TO SCALE*
DETAIL 6-15
GALVANIZED IN ACCORDANCE WITH ASTM A-153.
4. RACK AND HARDWARE SHALL BE ALUMINUM OR
TO CONCRETE BOX BY HINGE OR SLIDE RAIL SYSTEM.
3. REMOVEABLE ORIFICE TRASH RACK SHALL BE ATTACHED
DWG. 862.03 AND 862.04 FOR ANCHORING PROCEDURE.
2. IF BOLTS ARE ANCHORED IN CONCRETE, FOLLOW STD.
JOINT WITH A MINIMUM OF A " BEAD.
1. ALL JOINTS SHALL BE FULLY WELDED AROUND
ORIFICE TRASH RACK NOTES:
SECTION B-B
REBAR TRASH RACK
PLAN
PLAN
OPENS FREELY AND WITHOUT INTERFERENCE WITH SLUICE GATES.
SLUICE GATE ON THE OUTLET PIPE. ENSURE TRASH RACK
5. PROVIDE OPENING IN TRASH RACK TO ACCOMODATE
AND GALVANIZED IN ACCORDANCE WITH ASTM A-153.
4. RACK AND HARDWARE SHALL BE ALUMINUM OR REBAR
BY THE SAME METHOD AS THE HINGE PLATE BOLTS.
3. EYEBOLT FOR CHAIN CLOSURE SHALL BE INSTALLED
DWG. 862.03 AND 862.04 FOR ANCHORING PROCEDURE.
2. IF BOLTS ARE ANCHORED IN CONCRETE, FOLLOW STD.
JOINT WITH A MINIMUM OF A 1/4" BEAD.
1. ALL JOINTS SHALL BE FULLY WELDED AROUND
RISER TRASH RACK NOTES:
A
A
A
#5 REBARA
B
B
#4 REBAR #4 REBAR
#4 REBAR
#5 REBAR
A
SECTION A-A
6" TYP
HINGE
A
A
VA
RIE
S
VARIES
WALL
CONCVARIES
VARIES
VARIES
A VARIES
VA
RI
ES
1.25'
CLOSURE
CHAIN
ATTACHING
FOR
EYEBOLT
" x 5"
" HOLE GRATE
VARIES
10"
VA
RIE
S
VARIES
NOT TO SCALE
(MOVE AS NECESSARY)
EYEBOLT
(SEE NOTES)
SLUICE GATE OPENING
A
A
A
A
A
HINGE
A
A
A
AA
" HOLE GRATE
A
A
A
A
SECTION A-A
A
A
A
A
10"
A
A
A
A
#4 REBAR
FRAME
HANDLE
HANDLE FRAME
WALL
CONC
WALL
CONC
WALL
CONC
REMOVABLE ORIFICE TRASH RACK
PLAN
SECTION A-A
DETAIL 6-16
FLOWFLOW
FLOW
FLO
W
2:1
VA
R.
VA
R.
FLO
W
SCSC
INFLOW
CIRCULAR FOREBAY
AA
STA. 23+25 -Y25ARPD- RTSTA. 51+25 -17- RT
2:12:1
FLOW FLOW
DIA. = 8.5'
SHOWN FOR CLARITY
LINER MATERIAL NOT
TOP OF FILL OVER PIPE
GEOTEXTILE
THICKNESS=1.0 FT.
CL I RIP-RAP
8.5'
UNLESS OTHERWISE DIRECTED BY ENGINEER.2) CIRCULAR FOREBAYS TO BE USED ONLY WITH PIPE INLETS,1) LINER MATERIAL = CL I RIP-RAP.NOTES:
3'
EL. 790.6'EL. 794.0'
TOP OF SC BANK
EL. 790.0'
BASE OF SC
EL. 787.6'
DETAIL 6-18
PLAN
B
B
DRY DETENTION BASIN PROFILES
SECTION A-A SECTION B-B
AA
PIPE INLET
EL. 787.6'
BOTTOM
FOREBAY
2:1
2:1
4:1
NG
4:1
4:1
WIDTH=5'
EL. 790.6'
FOREBAY WEIR
2:1
4:1 4:1
EMBANKMENT
ROADWAYEMBANKMENT
ROADWAY
EMBANKMENT
ROADWAY
DRY DETENTION BASIN
SEE DETAIL 6-16
CIRCULAR FOREBAY
SEE DETAIL 6-16
CIRCULAR FOREBAY
TOP WIDTH 10'
TOP EL. 794.0'
EARTHERN BERM
EARTHEN BERM
6-14 & 6-15
SEE DETAILS
STRUCTURE
DRAWDOWN
TOP EL. 792.5'
DRAWDOWN
BOT. EL. 786.0
DRAWDOWN
8" 8" 8" 8" 8"
DETAIL 6-27
DRY DETENTION BASIN GRADING PLAN
DRAIN 0.50%
GRADE TO
36" RCP
BOT. EL. 786.0
DRAWDOWN
TOP EL. 792.5'
DRAWDOWN
DRAIN 0.50%
GRADE TO
DRAIN 0.50%
GRADE TO
768
770771
772
773 774
775
776
777
778
778
779
779
780
780
781
781782
783
784
785
785
785
785
786
786
786
787
787
787
788
788
788
789
789
789 789
790
790
790
790
790
790
790
790
791
791
791
791
792
792
792
792
793
793
793
793
794
794
794
795
795
795
795
795
795
795
795
796
796
796
796
797
797
797
797
798
798
798
798
799
799
799
799
799
800
800
800
800
800
800
800
801
801
801
801
801
802
802
802
802
803
803
803
803
803
804
804
804
804
804
804
804
805
805
805
805
805
805
805
805
805
805
805
806
806
806
806
806
806
807
807
807807
807
808
808
808
808
808
809
809
809
809
810
810
810
810
810
810
810
810
810
811
811
811
811
812
812
812
813
813
813
814
814
814
815
815
815
815
816
816
817
817
DISK
REF
DB 2
108
PG 1105
45' A
CCES
S EA
SEME
NT
VA
R. G
R
EXIS
TING R/W
4"ST
L
4"STL
WOODS
WOODS
WOODS
WOODS
;
10+0
0
20+0
0
15+00
CL R=17.0'WIDTH=5'EL=790.6'WEIR
CL R=17.0'WIDTH=5'EL=790.6'
WEIR
INV=786.0TOP=792.5
SEE DETAIL 6-16RADIUS=8.5'BOT EL=787.6'EST 88 SY GFDEST 56 TONSCL I RIRAP LINERCIRCULAR FOREBAY
SEE DETAIL 6-16RADIUS=8.5'
BOT EL=787.6EST 88 SY GFD
EST 56 TONSCL I RIPRAP LINER
CIRCULAR FOREBAY
10'
24" RCP-IV
0698
0668
06100
0633
0672
24" RC
P-III
4:1 SIDE SLOPESTOP W=10'TOP EL 794.0EARTHEN BERM
790.6INV=
790.6INV=
INV=780.0
6-14 & 6-15SEE DETAILS STRUCTURE
DRAWDOWN
36" RC
P-III
INV=790.6
6-18 & 6-27SEE DETAILS EL.=790.0'
BASIN BOTTOMDRY DETENTION
SEE DETAIL 6-25EST. 207 SY GFDEST. 46 TONSw/ CL B RIPRAPSPEC. CUT BASE DITCH
785.5INV=
790'
792'
792'
792'
792'
792'
794'
794'
794'
794'
794'
-
SHEET 5 OF 23PERMIT DRAWING
SEE PSH 06F
SEE PSH 06E
SEE PSH 06D
SEE PSH 06C
SEE PSH 06B
0 100'50' 100'
SCALE: 1"=200'
200'
MA
TC
HLIN
E -Y17- S
TA. 59+
00.00 S
EE S
HE
ET 7
MATCHLINE -Y25A- STA. 18+00.00 SEE SHEET 9
ST
A. 30+
00.00 S
EE S
HE
ET 5
MA
TC
HLIN
E -Y17-
SE
E S
HE
ET 10
MA
TC
HLIN
E -D
W1- S
TA. 17
+80.00
RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT (1" = 50')
42.2
5'
44.7
5'
87'
4' MONO. ISLAND
37.2
5'
2'-6" C&G
2'-6" C&G
14'
12'
12'
5.5'
12'
14'
2'-6" C&G
2'-6" C&G
-Y25A- Sta. 25+55.31
END APPROACH SLAB
-Y25A- Sta. 25+31.44
END BRIDGE
-Y25A- Sta. 22+85.44
BEGIN BRIDGE
-Y25A- Sta. 22+61.50
BEGIN APPROACH SLAB
7.5'
10'
-Y25A- POC Sta. 24+10.69
-Y17- POC Sta. 42+75.08 =
(US 421)
-Y17-
(PEACE HAVEN RD)
-Y25A-
6
FOR -Y25ARPA- PROFILE, SEE SHEET 17
FOR -Y25A- PROFILE, SEE SHEET 15
FOR -Y25ARPD- PROFILE, SEE SHEETS 17 & 18
FOR -Y25ALPD- PROFILE, SEE SHEET 18
FOR -DW1- PROFILE, SEE SHEET 19
FOR -Y17- PROFILE, SEE SHEETS 11, 12, 13, & 14
2036 ADT2016 ADT
64475
44975
77785
56085
2525
2025
9120
8720
8045
5145
1330
730
21885
18185
19615
13315
INTERCHANGE
US 421 / PEACE HAVEN ROAD
US 421 -Y17-
(PEACE HAVEN RD)
-Y25A-
(PEACE HAVEN RD)
-Y25A-
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
9/6/2017
R2247
CD_
Hyd_pr
m_
wet_06.d
gn
rho
ward
6/2/99
RALEIGH, NORTH CAROLINA 27606
TEL (919) 859-2243 FAX (919) 859-6258
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
905 JONES FRANKLIN ROAD
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2247CD
Fax (919) 783-9266
KCI 4505 Falls of Neuse Road, Suite 400Raleigh, NC 27609-6270Phone (919) 783-9214
http://www.kci.com
Engineers Planners Scientists Construction Managers
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
E EIN WETLAND
DENOTES EXCAVATION
WETLANDDENOTES FILL INF F
S SSURFACE WATER
DENOTES IMPACTS IN
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S F
E
F
S
S
S
S
TS
S
SITE 1SITE 2
SITE 3
SITE 4
SITE 5
SITE 6
TS
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
TS
S
15" RCP
15" R
CP
18" R
CP
18"
CM
P18"
CM
P
DI
DI
DI
DI
DI
S
15" RCP
15" R
CP
18" R
CP
18" R
CP
DI
DI
18" RCP
18" R
CP
18" R
CP
OTCB
OTCB
OTCB
18" C
MP
OT
CB
OT
CB
OT
CB
OTCB
18" R
CP
18" R
CP
18" R
CP
18"
RC
P
OTCB
OTCB
OTCB
BURIED
OTCB
18" C
MP
OTCB
UN
KN
OW
N
EN
D
18" C
MP
11' CONC HW
42" C
MP
15" H
DP
E
CB
CB
15" RCP
CB
CB
15"R
CP
CB
8"
VCP
8"
VCP
8"
VCP
8"
VCP
12" CMP
15" C
MP
DI
8" VCP
8" VCP
CB
18" RCP
CB
CBCB
BY PLANS
18" RCP
BY PLANS
18" RCP
18"
RC
P
18"
CM
P
15" R
CP
CONC
DISK
NAIL
NAIL
CONC
CONC
EIP
DIS
K
DIS
K
S 065
2'5
3" E
251.8
7'
S 065
2'5
3" E
89.7
2'
N 60
45'11" E
227.30'
S 5843'05" E38.99'
N 302
8'3
2"
E
N 302
8'5
9"
E18.5
0'
S 225
0'5
2"
W237.2
2'
S 345
7'2
2" E
95.12'
EIP
S 6817'40" E60.03'S 6817'40" E60.00'
S 6817'40" E60.02'
N 520
8'12" E
69.95'
S 8825'42" E 103.37'
S 8825'42" E101.58' S 882
5'42" E 140.02'
EIP
EIP
EIP
EIP
EIP
EIP
EIP
S 002
6'2
1" E
72.0
1'S 002
6'2
1" E
65.13'
S 294
8'2
2"
W
126.9
9'
S 204
1'42"
W88.8
7'
S 2141'34"
W119.9
6'
S 2142'2
8"
W
120.0
0'
S 2142'2
2"
W118.9
4'
S 2142'2
8"
W119.9
5'
S 2142'2
8"
W
119.9
8'
S 3716'0
5"
W
132.14'
S 2142'5
3"
W12
0.0
9'
S 2142'5
2"
W119.9
8'
S 2142'5
2"
W
119.9
9'
S 2142'5
2"
W
119.9
9'
S 2143'0
8"
W
119.8
4'
S 2145'3
5"
W12
0.0
1'
S 2144'12"
W12
0.0
9'
S 6817'42" E94.99'
S 6817'42" E59.99'S 6817'42" E60.02'
S 6817'42" E59.99' S 6826'38" E60.04'S 6808'08" E
59.92'
S 6813'13" E
60.01'
EIP
EIP
CONC MON
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
S 6817'02" E65.58' 20.0
0'
20.0
0'
10'
10'
10'
10'
REF PB 43 P
G 65
ACCESS EASE
MENT
20' LA
NDSC
APE
&
NEG
ATIV
E
REF PB 43 P
G 65
ACCESS EASE
MENT
20' LA
NDSC
APE
&
NEG
ATIV
E
10' UTILITY EASEMENT
10' UTILITY EASEMENT
EIP
EIP
EIP
DIS
K
DISK
25.0
0'
25.0
0'
REF PB 60 PG 12
UTILITY EASEMENT
25' PRIVATE ACCESS &
S 203
1'08"
W10
0.0
4'
S 2140'16"
W75.0
4'
S 2145'3
3"
W46.3
0'
S 6817'59" E121.52'
N 220
1'00"
E25.0
1'
N 473
7'23" E
120.42'
EIPEIP E
IP
EIP
DISK
DISK
DISK
EIP
EIP
EIP
EIP
EIP
EIP
EIP
S 172
4'3
2"
W12
0.9
6'
S 083
6'19"
W
118.7
5'
S 0215'0
5" E
100.4
9'
S 310
5'10
" E
112.6
3'
S 6816'20" E202.47'
S 6819'18" E51.58'
0.0
5'
R/
W
TO
EIP
EIP
10'
10' UTILITY EASEMENT
CONC
DISK
DISK
S 6816'10" E487.14'
DISK
CONC
S 4958'14"
W
123.6
2'
N 8959'15" E
94.84'
EIP
EIPEIP
EIPEIP
EIPEIP
EIP
EIP
EIP
S 000
0'0
7"
E
95.4
4'
S 0000'07" E
19.98'
S 0000'07" E
9.82'
REF P
B 44 P
G 18
6
DR
AIN
AG
E
EA
SE
ME
NT
NC
DO
T
PE
RM
AN
EN
T
S 4458'54" E
134.24'
S 000
0'0
7"
E
161.99'
S 000
0'0
9"
E14
5.15'
S 000
0'12"
E
128.3
4'
S 162
7'3
3"
W10
7.2
1'
S 370
1'54"
W
108.6
2'
S 57
35'48
" W
133.72'
S 7810'04
" W
99.56'
S 8959'19" W
95.01'
S 8959'19" W95.01'
S 8959'19" W95.00'
S 8959'19" W95.00'
S 000
0'2
7"
E
89.2
9'
S 000
0'2
7"
E
65.18'
S 000
0'2
7"
E
50.0
0'
S 000
0'2
7"
E
50.0
0'
S 000
0'2
7"
E
50.0
0'
S 0000'27" E9.32'
EIP
EIP
EIP
EIP
EIP
CONC
EIP
0.19'
EIP
TO
R/
W
0.16'
EIP
TO
R/
W
0.0
7'
EIP
TO
R/
W
0.2
2'
EIP
TO
R/
W
0.2
4'
EIP
TO
R/
W
0.10'
EIP
TO
R/
W
0.18'
EIP
TO
R/
W
0.2
6'
EIP
TO
R/
W
0.5
0'
EIP
TO
R/
W
S 10
04'3
0"
W10
9.9
5'
S 10
04'3
0"
W10
9.9
6'
S 10
04'3
8"
W10
9.9
6'
S 10
02'4
7"
W10
9.9
4'
S 10
04'2
3"
W10
9.8
7'
S 10
05'14"
W10
9.8
5'
S 10
02'4
2"
W10
7.5
5'
S 10
02'4
5"
W10
4.9
2'
0.7
2'
R/
W
TO
EIP
1.30'
R/
W
TO
EIP
1.90'
R/
W
TO
EIP
0.5
4'
EIP
TO
R/
W
0.5
1'
EIP T
O
R/
W
S 8010'24" E101.88'
S 8616'24" E
190.00'
10'
10'
10' PUBLIC UTILITY EASE
MENT
10'
PU
BLIC
UTILIT
Y
EA
SE
ME
NT
10' PUBLIC UTILITY EASEMENT
10' PUBLIC UTILITY EASEMENT
10'
10'
REF P
B 42 P
G 15
E
AS
EM
EN
T20'
PRIV
AT
E
DR
AIN
AG
E
DISK
DISK
DISK
DISK
MA
G
NAIL
N 0419'3
0"
E
0.10'
EIP
TO
R/
WEIP
REF P
B 61 P
G 81
15' P
RIV
AT
E
DR
AIN
AG
E
EA
SE
ME
NT
15'
15'
S 135
6'0
2" E
76.9
1'
S 135
3'4
0" E
104.8
0'
DISK
S 350
4'4
2" E
96.11'
S 194
7'19
" E
184.2
1'
EIP
45.0
0'
45.0
0'
EIP
EIP
CONC
CONC
BROKEN
CONC
NAIL
60d
REF
R-2247
CA
R/
W
PL
AN
S
DR
AIN
AG
E
EA
SE
ME
NT
NC
DO
T
PE
RM
AN
EN
T
REF
PB 6
1 PG
81
15' D
RAIN
AGE
AND
UTILIT
Y EA
SEME
NT
REF P
B 61 P
G 81
20'
DR
AIN
AG
E
AN
D
UTILIT
Y
EA
SE
ME
NT
CONC
EIP
S 6836'52" E192.01'
S 6822'32" E114.45'
0.57'
R/W TO EIP
0.08'
R/W TO EIP
EIP
N 124
1'10
" E
61.35'
EIP
N 35
33'52
" W
7.15'
CONC
50.0
0'
50.0
0'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
60.0
0'
35.0
0'
25.00'
REF P
B 30
PG 8
UTILIT
Y
EA
SE
ME
NT
25'
25.0
0'
25.0
0'
REF PB 30 P
G 8
EASE
MENT
30'
UTILIT
Y
30.0
0'
REF PB 30 PG 8(PRIVATE)
25' ACCESS AND UTILITY EASEMENT
REF P
B 30
PG 8
(PRIV
AT
E)
25'
AC
CES
S
AN
D
UTILIT
Y
EA
SE
ME
NT
REF PB 30 PG 8
(PRIVATE DR.)35' ACCESS AND
UTILITY EASEMENT
REF PB 30 PG 8
EASEMENTEND ACCESS
REF P
B 30
PG 8
(PRIV
AT
E
DR.)
UTILIT
Y
EA
SE
ME
NT
25'
AC
CES
S
AN
D
22.5'
12.5'
45'
25'
CB
S
24" R
CP
24"
CM
P
BOX LOCATION
POSSIBLE JUNCTION
15"
CM
P
15"
CM
P
15"
RCP
W/F
ES
8" VCP8" V
CP
CB
15" R
CP
W/FES
18" R
CP
W/FES
OTCB
REF R-2247CA R/W PLANS
DRAINAGE EASEMENT
NCDOT PERMANENT
REF R-2247CA R/W PLANS
DRAINAGE EASEMENT
NCDOT PERMANENT
UN
KN
OW
NE
ND
36" C
MP
18" R
CP
18" R
CP
YI
15" H
DPE
S 5614'05" E
217.25'
N 8310'0
0" E
58.67' S 6920'25" E93.62' S 8753'00
" E
87.61'
ROCKS
ROCKS
REF
DB 2
108
PG 1105
45' A
CCES
S EA
SEME
NT
CE
NT
ER
LIN
E
OF SIL
AS
CR
EE
K
PR
OP
ER
TY
LIN
E IS
8" CMP
8" CMP
FU
NN
EL
DR
AIN
FU
NN
EL
DR
AIN
N 66
17'0
9" E
39.6
4'
N 58
18'19" E
48.11'
N 420
1'07" E
32.4
1'S 054
6'5
5"
W
73.9
3'
S 285
3'0
5" E
88.0
0'
CENTERLINE OF SILAS CREEK
PROPERTY LINE IS
REF
DB 3012 P
G 2783
REF
DB 12
38 P
G 117
6
REF
DB 2314 P
G 4864
60' A
CC
ES
S
EA
SE
ME
NT
LO
T #5310
LO
T #5312
LO
T #5314
LO
T #5316
LO
T #5318
LO
T #5320
EIP
EIP
EIP
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTLMTL
MTL
MTL
36" C&G
36" C&G
48"
WW
MT
L SIG
N
OV
ER
HE
AD
72" VINYL
54" VINYL
48" WW & 1SBW
120" CHL
120"
CH
L60"
CO
NC
RIP-RAP
72" CONC DITCH
72" CONC DITCH
66" CONC DITCH
108" CONC DITCH
108" CONC DITCH
72" CONC DITCH
CO
NC
48"
CO
NC
8" CURB
BS
T
BS
T
48"
CO
NC
72" CHL
72" CHL
LT
72" C
HL
72" CHL
72" C
HL
48" CHL
MT
L SIG
NO
VE
RH
EA
D
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTLMTL
MTL
36" C&G
36" C&G
36" C&G
60" W
D
60" W
D
48" C
HL
48" C
HL
STONE VA
R. G
R
14' GR
BU
RIE
D
BST
VA
R. G
R
VA
R. G
R
18" R
CP
BST
BROKEN-UP
48" WW & 1S
BW
48" C
HL
CONC
CONC
CONC
CONC CONC
CONC CONC
CO
NC
CONC
CONC
CONC
CO
NC
LT
CONC
SAT
SAT
SA
T
48" CHL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
POLE
SIG
PO
LE
SIG
POLE
SIG & CAMERA
WW
CONC
WW
CONC
WW
CONC
WW
CONC
CABINET
TRAFFIC
W/LT
SIG POLE
W/LT
SIG POLE
W/LT
SIG POLE
W/LT
SIG POLEGUY POLE
RIP-R
AP
30" C&G
30" C
&G
30"
C&
G
30" C
&G
30" C
&G
30" C&G
30" C
&G
30" C
&G
30" C
&G30" C&G
30" C&G
30" C&G
30" C&G
8"
CU
RB
48"
CO
NC
CB
BST8"
CU
RB
48"
CO
NC
72" CHL
72" CHL
72"
CHL
72" CHL CO
NC
GATE
72" WD
72" WD
72"
WD
CONC
CONC
8"
CURB
60" C
ONC
CB
VA
R
HT.
BK
WALL
VAR
HT. B
K
WALL
BST
BST
8"
CU
RB
8" CURB
72" C
HL
60" CONC
60" C
ON
C
60" CONC
VAR. BST
72" WD
CO
NC
S
72" WD
GATESS
72"
WD
72"
WD
72"
WD
72"
WD72"
WD
72"
WD
72"
WD
72"
WD
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONCCONC
CONC
DK
CONC
CO
NC
CONC
CONC
72"
VIN
YL
72"
VIN
YL
30"
CO
NC
DK
30"
CO
NC
72"
VIN
YL
CONC
CONC
72"
VIN
YL
DK
72"
WD
CONCCONC
CONC
CONC
96"
WD
66" WD
SERVICE METERS
ELECTRIC
GAZEBO
72" WD
CO
NC
CONCWALL
VAR HT. BLK
72"
WDGATE
CONC CONC
CONC
SIG
N
ST
ONE
30" VIN
YL
30"
VIN
YL
IVYSTONE LN.
IVYSTONE LN.
(PRIVATE)SUMMIT HEIGHTS DR.
8" CURB
8"
CU
RB
8"
CU
RB
8" CURB
8" CURB
CONC
48"
CO
NC
8"CURB
72" WD
72" WDCONC
CONC
CONCCONC
72" WD
48"
CO
NC
MAILBOXES
CO
NC
CO
NC
COLU
MN
ST
ONE
PO
OL
60"
WD
&
ST
ON
E
60"
WD
&
ST
ON
E
CONC
CONC
BS
T
BST
BST
BS
TB
STBST
42"
CO
NC
CE
DA
R
HE
DGE
CE
DA
R
HE
DG
E
60" CONC
BST8"
CURB
8" C
URB
8" C
URB
8" C
URB
48" C
ONC
48" C
ONC
48" C
ONC
72"
CHL
PLA
NTER
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXIST
ING R/W
EXIS
TING R/W
EXISTING
R/W
EXIS
TING R/W
EXISTING R/W
EXISTING R/W
EXISTING R
/W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W20'
EXIS
TIN
G R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
80.0
0'
EXISTING R/W
EXIS
TIN
G
R/
W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G R/
W
EXISTING R/W
DK
48" CH
L
48" WW & 1SBW
48" WW & 1S
BW
48" WW & 1SBW
48" WW & 1SBW
42" W
D
RAIL
30"
VIN
YL P
OW
ER ST
UB
SEC
ON
DA
RY
DI
8"
HDPE
48" WW & 1SBW
48" WW & 1S
BW
18" R
CP
15" R
CP
15" RCP
W
T
T
T
C
T
CT
C
THH
C
H H
C
C
C
C
C
C
C
C
C
C
C
C
HH
TC
HH
HH
HH
T
12"CI6"D
I
12"CI
8"S
TL
8"S
TL
12"CI6"D
I
12"CI
12"CI
12"CI
12"DI
8"S
TL
8"S
TL
4"STL
4"ST
L
8"S
TL
2"PVC
4"STL
4"STL
12"CI
6"DI2"PVC
2"PVC
6"DI
WAKE F
ORES
T BA
PTIST FIBE
R OP
TIC
WAKE FOREST BAPTIST FIBER OPTIC
2X2 - 4"
CO
ND
UIT
S
DU
CT
SUSP
EN
DE
D
UN
DE
R
BRID
GE
T
6"DI
12"CI
12"CI
HH
STATION
GAS TEST
T
6"
DI
22.5' BST
22.5' BST
W/LT
W/LT
W/LT
W/LT
W/LT
W/LT
W/
LT
W/LT
W/LT
DATUR
18" STEEL ENCASEMENT PIPE
APPROXIMATE LOCATION
DATUR
18" STEE
L EN
CASEM
ENT PIP
E
APPROXIM
ATE
LOCATIO
N
DATUR
18" STEEL ENCASEMENT PIPE
APPROXIMATE LOCATION
WOODS
WOODS
WOODS
24' B
ST
PRIV
ATE
DR.
24' BST
PRIVATE DR.
24' BST
PRIVATE DR.
6"C
ON
C
6"C
ON
C
6"C
ON
C
6"C
ON
C
NC 421 NB 49.1' BST
NC 421 NB 28.4' BST
NC 421 SB 29.4' BST
NC 421 NB 29.4' BST
NC 421 SB 29.1' BST
NC 421 SB 54.4'
BST
20.2' BST
24.5' BST
S. P
EA
CE
HA
VE
N
RO
AD
BS
T
GALE C. FLORY, HEIRSBRANDY P. BRANDON
MARK R. BRANDON
VULCAN LANDS. INC.
VULCAN LANDS. INC.
CRIT-GLEN EAGLES, LLCBNP / SAVANNAH, LLC
BNP / SAVANNAH, LLC
BNP / SAVANNAH, LLC
KENDRICK B. LEAK
JOYCE F. LEAK
NAZNIN NASRIN
NAZNIN NASRIN
NCDOT
ARP 2014-1 BORROWER, LLC
VILLAS AT PEACEHAVEN, LLC
VILLAS AT PEACEHAVEN, LLC
OF FORSYTH COUNTY, INC.
IVYSTONE HOMEOWNERS ASSOCIATION
1SFD
CONC
1SFD
1SFD
1SFD1SFD
SAT
CONC CONC
SAT
SAT
CONC
WOODS
CONC
WOODS
WOODS
WOODS
WOODS
TENNIS COURT
PLAYGROUND
POLE
SIG
CABINET
TRAFFIC POLE
SIG
POLE
SIG
WOODS
24' BST
PRIVATE DR.
BROKEN
CONC
BROKEN
CONC
1SFD
1SFD
1SFD CONC
CONC
CONC CONC CONC
WOODS
WOODS
WOODS
DECK
WD
WOODS
WOODS
WOODS
WOODS
(ABANDONED)
1SMTLBUS
WOODS
WOODS
2SF CONDOS
WOODS
3SF APT
2SF APT
3SF APT
2SF APTPLAYGROUND
3SF APT
POOL
1SFBUS
WOODS
WOODS
WOODS
RIP-RAP
RIP-RAP
WOODS
GATEHOUSE
BK
3SF APT
BST
BST
BOLLARDS
2SFD
2SFD
S
2SFD
2SFD
2SFD
2SFD
2SFD
2SFD
2SFDDK
DK
2SFD
DK2SFD
DK
2SFD
DK
PAVERS
STONE2SFD
DK
CONC
CONC
CONC
PAVERS
60" BK
12" HDPE
DK
3SF APTCOLUMN
STONEBUILDING #1
2SF TOWNHOME48" CONC
COLUMN
STONE
S
UNKNOWN
END
UNKNOWN
END
BOX
BACKFLOW
LTLT
WOODS
1SFD
1SFD
CONCCONC
CONCCONC
CONCCONC
SAT
1SFD1SFD
1SFD1SFD
1SFD
1SFD
CONCCONC
WOODS
EIP
EIPEIP
EIPEIP
EIP
EIP
WOODS
BORROWER, LLC
ARP 2014-1
LLC
BORROWER,
ARP 2014-1
LLC
BORROWER,
ARP 2014-1
LLC
BORROWER,
ARP 2014-1
LLC
BORROWER,
ARP 2014-1
LLC
BORROWER,
ARP 2014-1LLC
BORROWER,
ARP 2014-1
LLC
BORROWER,
ARP 2014-1
LLC
BORROWER,
ARP 2014-1
LLC
BORROWER,
ARP 2014-1
WATSON
LETICIA
SHUK YEE EMILY FUNG
YAN ZHI HO
NANDINI CHINTALAPATI
SRINIVASA M. CHINTALAPATI
HUSSAIN
KHURM I.
NGUYEN
LOAN TUYET
1SFD1SFD 1SFD
1SFD
CANOPY
MTL
(VINYL)
S
1SBKD
PAVERS
BKVAR. GR
WOODS
GOAL
BASKET-BALL
WOODS
WOODS
WOODS
WOODS
WOODS
BST
WOODS
WOODS
WOODS
4
6
7
8
9
10
14
15
16 17
12
13
11
5
23
23
23
23
2323
2323
;;
;
;
;
; ;
;
;
;
;
;
;
;
;
; ;
;
;
;
;
;
;;
;;
;
;
;
;
VULCAN LANDS. INC.
ASSOCIATION
HOMEOWNERS
REGENTS VILLAGE
BRANDY P. BRANDON
MARK R. BRANDON
10+0
0
15+00
30+00
25+00
20+0
0
15+00
20+00
15+00
10+00
20+00
25+00
30+00
-Y25A- POT Sta. 33+00.00
END CONSTRUCTION
35+00
15+00
20+00
25+00
15+00
-Y25ARPD
-
-Y25ALPD-
-DW1-
SILAS CREEK
PEA
CE H
AVEN
RD
-Y25
A-
-Y25ARPA-
SR 18
91
PEACE
HAVEN
RD
-Y25A-
IVYSTONE LN.
-Y1-
-Y25ARPB-
35+00
40+00
45+00
50+00
55+00
20+00
15+00
-Y17- US 421 NB
-Y17- US 421 SB
-Y17- US 421 NB
-Y17- US 421 SB
-Y17- US 421 NB
-Y17- US 421 SB
-Y1- POC Sta. 10+67.94
BEGIN CONSTRUCTION
30+00
48" CHL
PROP.
48" CHL
PROP.
PROP. 4
8" CH
L
PROP. 48"
CHL
PROP. 48" CHL
PROP. 48" CHL
PROP. 4
8" C
HL
PR
OP. 48"
CH
LP
RO
P. 48"
CH
L
PROP. 48" CHL
PROP. 4
8" CHL
PROP. 48" C
HL
PROP. 48" C
HL
48" C
HLPR
OP.
48" CHLPROP.
48" CHL
PROP.
PROP. 48" CHL
48" WW
PROP.
48"
WW
PR
OP.
48" C
HL
PR
OP.
48" CHL
PROP.
PROP. 48" CHL
PROP. 4
8" C
HL
PROP. 48" CHL
PROP. 48" CHL
PROP. 4
8" C
HL
PROP. 48" CHL
48" CHL
PROP.
48" CHL
PROP.
48" CHL
PROP.
PROP. 4
8" C
HL
48" CHLPROP.
-DW1- +2040' (LT)
PROP. 4
8" C
HL
AB
D
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
WCR
EL=800'
TOE OF SLOPE
EL=800'
TOE OF SLOPE
EL=800'
TOE
OF
SLOP
E
EL=800'
TO
E
OF
SL
OP
E
& 15" RCPREMOVE CB
REMOVE
REM
OVEREMOVE CB
REMOVE CB
GRADE TO DRAIN
& 15" RCPRETAIN CB
RETAIN
OTCBRETAIN
REMOVE 18 LF
REMOVE 29 LF
REM
OVE
RETAIN
RETAIN
REMO
VE
REMOVE
REMOVE
REMO
VE
RE
MO
VE
REMOVE REM
OVE
RE
MO
VE
RE
MO
VE
2GI
15" RCP-III
2GI
15"
15"
DI
15"
RC
P-IV
DI15" RCP-IV
CB
15"
RC
P-IV
CB
15"
RCP-IV
DI
15" RCP-IV
15" RC
P-IV
15"2GI
2GI
CB
CB
CB
DI
DI
DI
DI
DI
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
15" RCP-IV
15"
RCP-IV
15"
RCP-IV
15"
RCP-IV
15"
RCP-IV
15"
RCP-IV
18"
RCP-IV
18"
RCP-I
V
18" RC
P-IV
15" R
CP-IV 18" RCP-IV
18"
15" RC
P-III
48"
HW
2GI
2GI2GI
2GI
2GI
15"
RCP-III
2GI-A2GI-A
CB
2GI
2GI
SEE DETAIL 9-2SPEC. CUT DITCH
RE
MO
VE
EST 7 SY GFEST 2 TONSCL B RIPRAP
EST 7 SY GFEST 2 TONSCL B RIPRAP
EST 7 SY GFEST 2 TONSCL B RIPRAP
EST 7 SY GFEST 2 TONSCL B RIPRAP
EST 7 SY GFEST 2 TONSCL B RIPRAP
SEE DETAIL 6-3
SPEC CUT DITCH
OTCB
REMOVE
45+00 TO 48+50 -Y17- LT
D10=0.77 FTV10=2.1 FPSQ10=(0.5)(6.9)(1.8)=6.2 CFSD2=0.70 FTV2=2.0 FPSQ2=(0.5)(5.3)(1.8)=4.8 CFS L PRO.=510 FTL REQ.=180 FTSLOPE=0.92% (MAX. SLOPE)DA=1.8 AC
GRASS SWALE DATA
IN ALL DIRECTIONSGRADE TO DRAIN 0.3%
12+00 TO 14+25 -Y25ALPD- RT43+70 TO 46+70 -Y17- RT
D10=1.2 FTV10=2.0 FPSQ10=(0.6)(6.9)(2.6)=10.8 CFSD2=1.0 FTV2=1.9 FPSQ2=(0.6)(5.3)(2.6)=8.3 CFS L PRO.=525 FTL REQ.=260 FTSLOPE=0.50%DA=2.6 AC
GRASS SWALE DATA
SEE DETAIL 6-4SPEC LAT GRASS SWALE
SEE DETAIL 6-3SPEC CUT DITCH
JB w/MH
15"
SEE DETAIL 6-5BERM V DITCH
SEE DETAIL 6-6BERM 2' BASE DITCH
SEE DETAIL 6-6BERM 2' BASE DITCH
SEE DETAIL 6-8FALSE SUMP
SEE DETAIL 6-8FALSE SUMP
SEE DETAIL 6-7FALSE SUMP
SEE DETAIL 6-9EST 182 SY GFD
EST 61 TONSTOE PROTECTION
CL B RIPRAP
SEE DETAIL 6-10EST 465 SY GFD
EST 93 TONSTOE PROTECTION
CL B RIPRAP
SEE DETAIL 6-5BERM V DITCH
GRADE TO DRAIN
GRADE TO DRAIN
SEE DETAIL 6-8FALSE SUMP
CL R=17.0'WIDTH=5'EL=790.6'WEIR
CL R=17.0'WIDTH=5'EL=790.6'
WEIR
DI
SEE DETAIL 6-16RADIUS=8.5'BOT EL=787.6'EST 88 SY GFDEST 56 TONSCL I RIRAP LINERCIRCULAR FOREBAY
SEE DETAIL 6-16RADIUS=8.5'
BOT EL=787.6EST 88 SY GFD
EST 56 TONSCL I RIPRAP LINER
CIRCULAR FOREBAY
10'
2GI
2GI
15" RC
P-III
15" RCP-III
SEE DETAIL 6-13SPEC. LAT. V DITCH
24" RCP-IV
30" w/ EL
BOWS
SEE DETAIL 6-5BERM V DITCH
REMOVE
15"
SEE DETAIL 6-13SPEC. LAT. V DITCH
EST 12 CY DDE30 LF @ 5.67%SEE DETAIL 6-17
STD. V DITCH
ELBOWS30" w/
2GI
24" RC
P-III
REMOVE HW
TREN
CH
LESS IN
STALLATIO
N 48" W
ELD
ED
STEEL
SEE DETAIL 6-1EST 196 SY GFD
EST 115 TONSW/ CL 'I' RIP RAP
LAT. 5' BASE DITCH
15" w/ ELBOWS
15" w/ E
LB
OW
S
15" w/ ELBO
WS
4:1 SIDE SLOPESTOP W=10'TOP EL 794.0EARTHEN BERM
15"
RCP-IV
15"
RCP-IV
15"
RCP-IV
15"
RCP-I
V
3GI-A
ELB
OW
S
18" w/
18" CMP
REMOVE
6-14 & 6-15SEE DETAILS STRUCTURE
DRAWDOWN
36" RC
P-III
REMO
VE
ELB
ELB
42" CSP w/ ELBOWS
42" CSP w/ ELBOWS
15"
JB w/MH
SEE DETAIL 6-20EST 291 SY GFD
EST 58 TONSDITCH LINERCL B RIPRAP
HW
SEE DETAIL 6-22EST 463 SY GFD
EST 241 TONSw/ CL I RIPRAP
LAT BASE DITCH
15" w
/ ELB
OW
S
18" w/ E
LB
OW
S
+/-16 LFREMOVE
2GIREMOVE DI
REMOVE CB
REMOVE MH
24" w
/ ELB
OW
S
REMOVE JB
REMOVE CB
REMOVE DI
REMOVE DI
REMOVE JB
REMOVE DI
REMOVE OTCB
REMOVE OTCB
REMOVE OTCBOTCB
REMOVE
2GI
TB JB w/MH
REMOVE OTCB
REMOVE OTCB
REMOVE OTCB
REMOVE OTCB
REMOVE DI
EST 8 SY GFD
EST 2 TONS
CL I RIPRAP
RCP-IV
15" R
CP-IV
15"
DI
2GI-A2GI-A 30" RCP-III
30" RCP-III
18" RCP-IV
24" RCP-IV
ELBOWS
15" w/
SEE DETAIL 6-23LAT. 3' BASE DITCH
SEE DETAIL 6-2EST 818 SY GFD
EST 469 TONSW/ CL 'I' RIP RAP
LAT. 3' BASE DITCH
EST 10 SY GFEST 3 TONSCL B RIPRAP
COVERMH w/
6-18 & 6-27SEE DETAILS EL.=790.0'
BASIN BOTTOMDRY DETENTION
SUITABLE MATERIALBACKFILL WITH
GRA
DE T
O
DRAI
N
REPLACE
REMOVE &
FS
BORE PIT
TRE
NC
HLESS IN
STA
LL
18"
WSP
TRE
NC
HLESS IN
STA
LL
18"
WSP
2GI
24" R
CP-III
FSFS
SEE DETAIL 6-19EST 841 SY GFDEST 168 TONSw/ CL B RIPRAPSPEC. LAT. V DITCH
TREN
CH
LESS IN
STA
LL
24"
WSP
SEE DETAIL 6-11EST 280 CY DDE
STD V DITCH
INSTA
LL
TRE
NC
HLESS
18"
WSP
INSTA
LL
TRE
NC
HLESS
18"
WSP
INSTA
LL
TRE
NC
HLESS
15"
WSP
2GI
PIT
BORE
PIT
BORE
SEE DETAIL 6-5
BERM V DITCH
COLLAR
15" RC
P-III
PIT
BORE COLLAR
48" R
CP-III
2GI-A
SEE DETAIL 6-29EST 35 SY GFDEST 17 TONSAT EMBANKMENTCL II RIPRAP
SEE DETAIL 6-12EST 641 SY GFDEST 333 TONSw/ CL I RIPRAPLAT 2' BASE DITCH
SEE DETAIL 6-26
EST 66 SY GFD
EST 67 TONS
w/ CL II RIPRAP
CHANNEL CHANGE
OTCBREMOVE
2GI
15" RCP-III
=2.7'SPREADMAX
=3.4'SPREADMAX
=4.0'SPREADMAX
SEE DETAIL 6-21EST 168 TONSOUTLET CHANNELCL II RIPRAP AT PIPE
SEE DETAIL 6-28EST 29 TONS
PIPE INLET CHANNELCL II RIPRAP AT
FS
FS
2GI
2GI
PIT
BORE
DI
REMOVE
TREN
CH
LESS IN
STA
LL
24"
WSP
2GI-A
3GI-A
24" RCP-III
15" RC
P-IV
REMOVE
DITCH 3'x4' w/ 2:1 SIDES
TEMPORARY DIVERSION
2GI2GI
2GI2GI
18" RCP-IIIRCP-III
15" 24" RCP-III
18" RCP-III
15" RCP-III
-III
RCP
15"
54" R
CP-III
2GI
2GI
2GI
2GI
SEE DETAIL 6-25EST. 207 SY GFDEST. 46 TONSw/ CL B RIPRAPSPEC. CUT BASE DITCH
ELB
ELB
ELB
ELB
EL
B
EL
B
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
ELB
25+00
PEACE HAVEN
RD-Y25A-
TYPE-III
TYPE-III
TYPE-III
TYPE-III
C
CC
C
C
CC
C C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
C C C
C
C C
C
C
CC
C
CC
C
C
CC
CC
CC
C
C
C
C
F
F
F
FF
F
F
F
F
F
F
C
F
C
F
F
C
C
C
F
F
FF
FF
F
F
F
C
F
C
F
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
C
F
CF
F
F
F
FF
FF
F
C
CC
C
C
C
C
C
C
C
C
C
F
F
C
C
F
C
F
C
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
C
F
F
C
C
F
F
C
F
C
F
F
F
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
F
FF
F
F
F
F
F
FF
FF
FF
C
F F
F
F
FF
F
F
F
C
F
F
F
C
F
C
F
F
C C
CC
CC
F
F
F
C
C
C
F F
F
F
F
F
F
C
CC C C
C
C
C
C
C
CC
C
C
C
C
790'
792'
792'
792'
792'
792'
794'
794'
794'
794'
794'
-
SHEET 6 OF 23PERMIT DRAWING
SEE PSH 06B
SEE PSH 06C
SEE PSH 06D
SEE PSH 06F
SEE PSH 06E
0 100'50'100'
SCALE: 1"=200'
200'
MA
TC
HLIN
E -Y17- S
TA. 59+
00.00 S
EE S
HE
ET 7
MATCHLINE -Y25A- STA. 18+00.00 SEE SHEET 9
ST
A. 30+
00.00 S
EE S
HE
ET 5
MA
TC
HLIN
E -Y17-
SE
E S
HE
ET 10
MA
TC
HLIN
E -D
W1- S
TA. 17
+80.00
RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT (1" = 50')
42.2
5'
44.7
5'
87'
4' MONO. ISLAND
37.2
5'
2'-6" C&G
2'-6" C&G
14'
12'
12'
5.5'
12'
14'
2'-6" C&G
2'-6" C&G
-Y25A- Sta. 25+55.31
END APPROACH SLAB
-Y25A- Sta. 25+31.44
END BRIDGE
-Y25A- Sta. 22+85.44
BEGIN BRIDGE
-Y25A- Sta. 22+61.50
BEGIN APPROACH SLAB
7.5'
10'
-Y25A- POC Sta. 24+10.69
-Y17- POC Sta. 42+75.08 =
(US 421)
-Y17-
(PEACE HAVEN RD)
-Y25A-
6
FOR -Y25ARPA- PROFILE, SEE SHEET 17
FOR -Y25A- PROFILE, SEE SHEET 15
FOR -Y25ARPD- PROFILE, SEE SHEETS 17 & 18
FOR -Y25ALPD- PROFILE, SEE SHEET 18
FOR -DW1- PROFILE, SEE SHEET 19
FOR -Y17- PROFILE, SEE SHEETS 11, 12, 13, & 14
2036 ADT2016 ADT
64475
44975
77785
56085
2525
2025
9120
8720
8045
5145
1330
730
21885
18185
19615
13315
INTERCHANGE
US 421 / PEACE HAVEN ROAD
US 421 -Y17-
(PEACE HAVEN RD)
-Y25A-
(PEACE HAVEN RD)
-Y25A-
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
9/6/2017
R2247
CD_
Hyd_pr
m_
wet_06
A.d
gn
rho
ward
6/2/99
RALEIGH, NORTH CAROLINA 27606
TEL (919) 859-2243 FAX (919) 859-6258
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
905 JONES FRANKLIN ROAD
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2247CD
Fax (919) 783-9266
KCI 4505 Falls of Neuse Road, Suite 400Raleigh, NC 27609-6270Phone (919) 783-9214
http://www.kci.com
Engineers Planners Scientists Construction Managers
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
E EIN WETLAND
DENOTES EXCAVATION
WETLANDDENOTES FILL INF F
S SSURFACE WATER
DENOTES IMPACTS IN
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S F
E
F
S
S
S
S
TS
S
SITE 1SITE 2
SITE 3
SITE 4
SITE 5
SITE 6
TS
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
TS
F
725
725
725
726
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728
728
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5
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