20180080 Ver 1_B-4662_Wetland & Surface Water Permit Drawings_20180118

(Version 2.07; Released October 2016)17BP.5.R.99TIP No.:B-4662County(ies):Wake Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2040Existing:Year:Aquatic T&E Species?NoComments:YesNoNoWetlands within Project Limits?Nutrient Sensitive Waters (NSW)NoneSupplemental Classification: ruralMoccasin Creek27-86-20.60.265 milesProject DescriptionProposed ProjectNeuseRiver Basin(s): City/Town:0.8Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail]:1/9/2018WakeChris MurrayDurham, NC 27704WBS Element:Bridge ReplacementWBS Element:MI Engineering / Andrew Nottingham, PENCDOT Contact:919-220-4660Suite 100Raleigh, NC 27606Contractor / Designer:919-851-66061011 Schaub DriveNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:2612 North Duke StreetAddress:General Project InformationB-466217BP.5.R.99Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The existing bridge over Moccasin Creek is a 2 span bridge of 1 @ 20.7' and 1 @ 19.4' (total length of 40.1') with timber floor on continuous I-beams with timber caps and piles. The existing bridge will be replaced while the road is closed (no detour brdige). Drainage from the existing bridge discharges directly into moccasin Creek from the bridge deck. The replacement structure is a single span of 1 @ 70' Cored Slab Unit Bridge with 105 degree skew. Discharge from new bridge is collected in a 2GI drainage inlet at lower (Northwest) end of bridge and outlets into a rip rap pad into grass swale. Drainage on Northwest side of Moccasin Creek drains through approximately 200' of grassed line roadway ditch and then 50' of Grassed Swale before entering buffer zone (total DA is 1.22 AC). Only 50' of Grassed Swale was able to be obtained at this location due topography. Drainage on Southwest side of Moccasin Creek drains through approximately 150' of grass lined roadway ditch and outlets into rip rap dissipator pad and is dispersed into wetlands at non erosive velocities before entering buffer zone. Drainage on Northeast side of Moccasin Creek drains through a rip rapped lined ditch through the buffer and into the creek. Due to the steep topography (4% to 9% slope) on this side it was not possible to provide grass swale treatment (total DA of riprapped lined ditch is 0.3 AC). Drainage on Southeast side of Moccasin Creek drains through rip rapped lined ditch and then outlets into rip rap energy dissipator pad and is dispersed into wetlands at non erosive velocities before entering buffer zone. Erosion control on the project will be designed to sensistive watershed standards. NeuseBuffer Rules in Effect:N/ANone4002 lanes undivided secondary road with 10' lanes and 5' shoulders (2' of shoulder is paved).Waterbody Information2013NCDWR 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.2 lanes undivided secondary road with 9.0' to 10' lanes and grass [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)
(Version 2.07; Released October 2016)
17BP.5.R.99 TIP No.:B-4662 County(ies):Wake Page 2 of 2
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?
15+50 TO 16+00 -L- LT
35.8993684 / -078.3324419
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Additional Comments
No(1)Moccasin
Creek
Swales
Yes1.51.2 122 2.70.0 3.0 3.0 504 2.1
WBS Element:
1.40.78%
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 2SITE 1
SHEET _3_ OF _11_
PERMIT DRAWING
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
STATE
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
00
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$VICINITY MAP
RIGHT OF WAY DATE:
PROJECT ENGINEER
LETTING DATE:
Prepared in the Office of:
0

ROADWAY DESIGN ENGINEER
SIGNATURE:
STATE PROJECT REFERENCE NO.ART
ME
NN ASO H
DEPTOF TRA SPORTTIONTATEOFNRTCARO
LI
NACONTRACT:TIP PROJECT: PROJECT DESIGNER
CLAUDETTE M.K. ROQUE, PE
50 25 50
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
100
502550
10 20
100
510
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RAMEY KEMP
Transportation Engineers
Phone: [phone] - www.rameykemp.com
5808 Faringdon Place, Suite 100 - Raleigh, North Carolina 27609
ASSOCIATES, INC.
&
NC License No. C-0910
TO HOPKINS
TO
BUNN10+00
15+00
20+00
KAYLA M. POULOS, EI
B-4662
B-4662WAKE COUNTYFRANKLIN COUNTYWAKE COUNTYF RANKLIN COUNTYOCTOBER 2017
NCDOT CONTACT:
GRADING, PAVING, DRAINAGE, & STRUCTURES
W
A
K
E

C
OUN
TY
C
OUN
T
Y
F
R
A
N
K
L
IN
PE, UTIL.38457.1.2 BRZ-2308 (5)
FOWLER ROAD
SR 2308
-L-HENRY BAKER ROAD
SR 1726-L-MOCCASIN CREEK=
=
ADT
ADT 2040
2013 LENGTH ROADWAY PROJECT B-4662 = 0.249 MILES
LENGTH STRUCTURE PROJECT B-4662 = 0.014 MILES
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
BRIDGE NO. 196 OVER MOCCASIN CREEK
SR 2308 (FOWLER RD) & SR 1726 (HENRY BAKER RD) AT
PH: 919-733-4699
DIVISION 5 - BRIDGE PROGRAM MANAGER
LISA GILCHRIST, EI
TOTAL LENGTH PROJECT B-4662 = 0.263 MILES
WAKE & FRANKLIN COUNTIES
4
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PROJECT SITE
FUNC CLASS = LOCAL
SUB-REGIONAL TIER
V = 35 MPH
DUAL 3%* TTST =2%
DHV = 12%*
400
900
D = 60%
T = 5%*
DETOUR ROUTE
JUNE 2018
DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED OF 35 MPH**
**
1001
2309
2335
2408
2309
2334
2308
2309 2308
5407
5420
5419
2309Duk
es
Lake
Dukes
Lake
Johns Church St.Rd.
Rd.
Rd.CassaroLn.CarolLake
DrFairwaySportland Dr.FowlerRd.Dr.Country Club Rd.1727
1726
Fu
r
ne
y
Pe
a
r
c
e
Rd.Rd.Henry Baker
-L- POT STA. 10+00.00
BEGIN TIP PROJECT B-4662
-L- POT STA. 23+90.00
END TIP PROJECT B-4662
17BP.5.R.99 R / W, CONST.
2018 STANDARD SPECIFICATIONS
DATE: 9/14/2017
SUBMITTAL: R/ W PLANS
TYP.
20'
TYP.
20'
TYP.
20'
TYP.10'10'27'-10"20'20'10'10'
20'
2
0'10'10'-L- POT STA. 16+20.33
BEGIN BRIDGE
-L- POC STA. 16+92.58
END BRIDGE NAD 1983 NA 2 0 1 1
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 1
SITE 2
GRAPHIC SCALE
0'50'100'150'50'
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
BANK STABILIZATION FOLLOWING DETAIL K AND H.
EXISTING TIMBER ABUTMENTS AND INSTALLATION OF
CONSIDERED INCIDENTAL TO THE REMOVAL OF THE
THE PLACEMENT OF THE IMPERVIOUS DIKES IS
REMOVED USING APPROVED NCDOT BMP METHODS.
EXISTING TIMBER ABUTMENTS MUST BE COMPLETELY
NOTE FOR SITE 2:
SHEET _4_ OF _11_
PERMIT DRAWING
F
F
F
F
F
F
V10= 0.69 FPS
V10= 0.70 FPS
V10= 1.87 FPS
V10= 0.62 FPS
S
S
S
S
S
****
***
***
*********
******COLLAR
2
4
"
COLLAR
2
4
"
STANDARD BASE DITCH
SEE DETAIL A
TB 2GI
7 SY GEOTEXTILE
EST. 2 TONS
CL B RIP RAP
15"STA. 16+13 -L-LT
APPROACH SLAB
STA. 15+70 TO
PROP. SBG
0401
0402
SPECIAL CUT DITCH
SEE DETAIL B
REPLACE
REMOVE/
SPECIAL LAT. BASE DITCH
SEE DETAIL E
TO LAT. BASE DITCH
TIE ROADWAY DITCH
GRASSED SWALE
SPECIAL LATERAL
SEE DETAIL I
SPEC. LAT. GRASSED SWALE
TIE ROADWAY DITCH TO
TO SPEC. CUT DITCH
TIE EX. DITCH
SPECIAL CUT DITCH
SEE DETAIL B
21 SY GEOTEXTILE
EST. 10 TONS
CL B RIP RAP 10 SY GEOTEXTILE
EST. 3 TONS
CL B RIP RAP
FALSE SUMP
SEE DETAIL F
FS
ENERGY DISSIPATOR PAD
SEE DETAIL G
REMOVE
15"0403
04040405
0406
0407
0408
0409
0410
7 SY GEOTEXTILE
EST. 2 TONS
CL B RIP RAP
SPECIAL CUT DITCH
SEE DETAIL B
DITCH
DITCH TO EX.
TIE SPEC. CUT
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 17+19 TO STA. 17+51 -L- LT
DETAIL H
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 31sy
Type of Liner= 22 TONS,CL II Rip-Rap
10'min.
1.0'min.
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
EST. 12 TONS 25 SY. GEOTEXTILE
S=5.0%, L=25', DDE=5 C.Y.
STA. 11+05 -L- LT
DETAIL A
B= 2.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner=CL. B Rip-Rap
Geotextile
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
DETAIL F
Traffic Flow
Outside Ditch 1.0'MINSTA. 13+00 -L- LT
C Proposed Ditch
(STRUCTURE PAY ITEM)
ELEVATION (TYP.)
TO SHOULDER POINT
CLASS II RIP RAP
(TYP.) EST. 85 C.Y.
EXCAVATION TO EL. 278.0'
STRUCTURE UNCLASSIFIED
RIP RAP ROCK PLATING
17+50 -L- LT CL. II
STA. 16+97 TO STA.
1.5:1 SLOPE FROM
TBDETAIL G
GEOTEXTILE
GROUND
PLAN VIEW
PROFILE VIEW
ENERGY DISSIPATOR PAD
PAD
DISSIPATOR
( Not to Scale)
1.0'
L
Geotextile= 23sy
Type of Liner=15 TONS CL I Rip-Rap
L= 20'
FROM STA. 17+65 TO STA. 17+85 -L- RT
10ft
2:1 2:1
CUT IN 1FT
FLOW
10'
( Not to Scale)
ROADWAY DITCH
D
d 2:1FROM STA. 18+50 TO STA. 22+50 -L- RT
FROM STA. 20+00 TO STA. 22+00 -L- LT
DETAIL D
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
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 3:
1
FROM STA. 10+50 TO STA. 11+00 -L- RT
FROM STA. 17+51 TO STA. 20+00 -L- LT
DETAIL C
Max. d= 1.0 Ft.
Min. D= 0.7 Ft.
Type of Liner= CLASS B Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 12+35 TO STA. 13+00 -L- LT
FROM STA. 22+50 TO STA. 23+50 -L- RT
FROM STA. 14+50 TO STA. 14+80 -L- RT
DETAIL B
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front3:
1 D
B
( Not to Scale)
SPECIAL LATERAL GRASSED SWALE
Flatter4:1 or
FROM STA. 15+50 TO STA. 16+00 -L- LT
DETAIL I
Min. D= 1.0 Ft.
Ground
Natural
Slope
Fill
18" RCP-IV
291 SY GEOTEXTILE
98 TONS CL. B RIP-RAP
W/CL. B RIP RAP
ROADWAY DITCH
SEE DETAIL D
307 SY GEOTEXTILE
97 TONS CL. B RIP-RAP
'V' DITCH
SPECIAL LATERAL
SEE DETAIL C
d 2:
1
B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
109 SY GEOTEXTILE
39 TONS CL. B RIP-RAP
FROM STA. 17+85 TO STA. 18+50 -L- RT
Slope
Fill
DETAIL E
B= 2.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Type of Liner= CLASS B Rip-Rap
Ground
Natural
Geotextile
582 SY GEOTEXTILE
195 TONS CL. B RIP-RAP
W/CL. B RIP RAP
ROADWAY DITCH
SEE DETAIL D
71 SY GEOTEXTILE
23 TONS CL. B RIP-RAP
SPECIAL LATERAL 'V' DITCH
SEE DETAIL C
( Not to Scale)
DETAIL K
2'
GEOTEXTILE
1.0'min.
RAP BANK STABILIZATION
SEE DETAIL H CL. II RIP
4CY
PIPE CLEANOUT
3'min.
Geotextile= 25sy
Type of Liner=31 TONS, CL II Rip-Rap
35 SY GEOTEXTILE
EST. 31 TONS
TO TOP OF BANK
BANK STABILIZATION
CL. II RIP RAP
SEE DETAIL K
BANK STABILIZATION
5 SY GEOTEXTILE
EST. 10 TONS
TO TOP OF BANK
BANK STABILIZATION
CL. II RIP RAP
SEE DETAIL K
EST 80SY GEOTEXTILE
EST 36 TON
STA 11+20 - 13+15 -L -RT
TOE PROTECTION
SEE DETAIL J
EST 33SY GEOTEXTILE
EST 15 TON
STA 15+15 - 16+05 -L- RT
TOE PROTECTION
SEE DETAIL J
EST 31SY GEOTEXTILE
EST 14 TON
STA 17+00 - 17+70 -L- RT
TOE PROTECTION
SEE DETAIL J
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM STA. 17+00 TO STA. 17+70 -L- RT
FROM STA. 15+00 TO STA. 16+05 -L- RT
FROM STA. 11+20 TO STA. 13+15 -L- RT
DETAIL J
Type of Liner= CL B Rip-Rap
d= 1.0Ft.
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
FROM STA. 16+37 TO STA. 16+45 -L-
T
T
1' ROCK WALL
W
15" RCP
24" RCP
9' BST
CONC WALK PVT LT
2S FD
BARN
12' SOILINV=283.81'
INV=284.74'
INV=282.04'
INV=284.36'
EIP
RCP
15"
GATE
CABLE
18' BST
20' BST
SR 2308 FOWLER RD
SR 1726 HENRY BAKER RD
EXISTING R/W
EXISTING R/W60.00'
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
MOCCASIN CREEKWD & STL
BRG 196
-BL- 102-BL-
101-BL- 1002
3
F RANKLIN COUNTYWAKE COUNTYFRANKLIN COUNTY
WAKE COUNTY
0.06'R/W TO EI
PEXISTING R/W
EXISTING R/W
60.00'b
b
b
DB 1420 PG 349 (FRANKLIN CO.)
CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST
PB 2004 PG 225 (FRANKLIN CO.)
DB 10956 PG 1632 (WAKE CO.)
PB 2003 PG 1594 (WAKE CO.)
3
BETSY BAKER SMITH REVOCABLE TRUST
DB 1420 PG 346 (FRANKLIN CO.)
PB 2004 PG 226 (FRANKLIN CO.)
DB 10956 PG 1629 (WAKE CO.)
PB 2003 PG 1595 (WAKE CO.)
INTERNAL PARCEL, NOW PART OF OVERALL TAX PARCEL
DB 949 PG 908 (FRANKLIN CO.)
DB 1287 PG 138 (FRANKLIN CO.)
PB 2003 PG 1594 (WAKE CO.)
DB 10956 PG 1632 (WAKE CO.)
PB 2004 PG 225 (FRANKLIN CO.)
DB 1420 PG 349 (FRANKLIN CO.)
CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST
PB 2003 PG 1595 (WAKE CO.)
DB 10956 PG 1629 (WAKE CO.)
PB 2004 PG 226 (FRANKLIN CO.)
DB 1420 PG 346 (FRANKLIN CO.)
BETSY BAKER SMITH REVOCABLE TRUST
2
RDDUKES LAKETO
SAUDER
WAY
TO
CONSTRUCTION INC.
DRIVER REALTY AND
DB 16716 PG 137 (WAKE CO.)
BM 2016 PG 2047 (WAKE CO.)
4
EIP
N 36°37'29" E
221.74'
EIP
S 41°21'09" E194.88'R/W TO EIP 0.93'S 53°21'52" E178.36'
EIP
WOODS
1SFD
CONC.RCP
15"
GRASS
WELLS 53°21'52" EPI Sta 11+77.42
D
L = 224.41'
T = 112.79'
R = 900.00'
PI Sta 17+74.14
D
L = 223.18'
T = 115.00'
R = 375.00'
PI Sta 21+77.21
D
L = 281.25'
T = 147.61'
R = 375.00'
-L-
e = 0.04e = 0.04
15+00
20+00
-L-
POT St
a.
10+00.00-L-
PC St
a.
10+64.63-L- PT Sta. 12+89.04-L- PC Sta. 16+59.14-
L-
P
T Sta. 18
+82.3
1
-
L-
P
C Sta. 20+29.60
-L- PT Sta. 23+10.85-L- POT Sta. 23+98.85DS = 45 mph DS = 35 mph DS = 35 mph
e = 0.03
Runoff = 60 Runoff = 80 Runoff = 80
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
HENRY
RD
BAKER
-L- FOWLER RD
-L-+10.00TYP.+95.002
' FDPS
2
' FDPS
2' FDPS
2' FDPS
20'
TYP.
+
5
5.6
4 +24.1820'
TYP.
20'
TYP.
8:1
8:1
8:1
8:1 8:18:1
8:1
8:1 +69.04DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
10'10'27'-10"20'20'10'10'
20'
2
0'10'10'TIE TO EXIST.
-L- POT STA. 10+00.00
BEGIN TIP PROJECT B-4662
SHEET 2A-1
DETAIL ON
MILLING SEE
INCIDENTAL
SHEET 2A-1
DETAIL ON
MILLING SEE
INCIDENTAL
TIE TO EXIST.
-L- POT STA. 23+90.00
END TIP PROJECT B-4662
-L- POC STA. 16+92.58
END BRIDGE
-L- POT STA. 16+20.33
BEGIN BRIDGE
-L- POT STA. 16+09.50
BEGIN APPROACH SLAB
-L- POC STA. 17+03.30
END APPROACH SLAB
MILL REMNANTS
DO NOT DISTURB
BAKER MILL SITE
GREU TYPE TL-3 (TYP.)
79
' +
/- TRANSITION
65' +/- TRANSITION
TYPE-III
TYPE-III
TYPE-III
SHOP CURVED
TYPE-III
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
1
2
2
1
CHORD
CHORD
44
OF THE BRIDGE TO THE PAVEMENT
SKETCH SHOWING THE RELATIONSHIP
BRIDGE APPROACH SLAB
EXISTING.
WITH 5' MIN. RADII; OTHERWISE MATCH
NOTE: USE 12' MIN. WIDTH DRIVEWAYS
FOR -L- PROFILE SEE SHEET 5
DESIGN EXCEPTION FOR DESIGN SPEED OF 35 MPHREVISIONS $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RAMEY KEMP
Transportation Engineers
www.rameykemp.com
Phone: [phone]
Raleigh, North Carolina 27609
5808 Faringdon Place, Suite 100
ASSOCIATES, INC.
&
NC License No. C-0910
F. A. PROJ. NO.DESCRIPTIONSTATE PROJ. NO.
SHEET NO.PROJECT REFERENCE NO.
B-4662
ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER
38457.1.2
17BP.5.R.99
BRZ-2308 (5)PE, UTIL.
R / W, CONST.N/A
GREU TYPE TL-3
-L- STA. 16+92.58
END BRIDGE
-L- STA. 16+20.33
BEGIN BRIDGE
T
T
RUINS
1' ROCK WALL
W
15" RCP
24" RCP
9' BST
CONC WALK PVT LT
2S FD WD
CONC
BARN
12' SOILSTONE WALLS
REMAINS OF
INV=283.81'
INV=284.74'
INV=282.04'
INV=284.36'
EIP
RCP
15"
GATE
CABLE
18' BST
20' BST
AREA
ROCKY
SR 2308 FOWLER RD
SR 1726 HENRY BAKER RD
EXISTING R/W
EXISTING R/W60.00'
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
MOCCASIN CREEK-BL- 102-BL-
101-BL- 1002
3
F RANKLIN COUNTYWAKE COUNTYFRANKLIN COUNTY
WAKE COUNTY
0.06'R/W TO EI
PROCK
EXISTING R/W
EXISTING R/W
60.00'b
b
b
DB 1420 PG 349 (FRANKLIN CO.)
CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST
PB 2004 PG 225 (FRANKLIN CO.)
DB 10956 PG 1632 (WAKE CO.)
PB 2003 PG 1594 (WAKE CO.)
3
BETSY BAKER SMITH REVOCABLE TRUST
DB 1420 PG 346 (FRANKLIN CO.)
PB 2004 PG 226 (FRANKLIN CO.)
DB 10956 PG 1629 (WAKE CO.)
PB 2003 PG 1595 (WAKE CO.)
INTERNAL PARCEL, NOW PART OF OVERALL TAX PARCEL
DB 949 PG 908 (FRANKLIN CO.)
DB 1287 PG 138 (FRANKLIN CO.)
PB 2003 PG 1594 (WAKE CO.)
DB 10956 PG 1632 (WAKE CO.)
PB 2004 PG 225 (FRANKLIN CO.)
DB 1420 PG 349 (FRANKLIN CO.)
CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST
PB 2003 PG 1595 (WAKE CO.)
DB 10956 PG 1629 (WAKE CO.)
PB 2004 PG 226 (FRANKLIN CO.)
DB 1420 PG 346 (FRANKLIN CO.)
BETSY BAKER SMITH REVOCABLE TRUST
2
RDDUKES LAKETO
SAUDER
WAY
TO
CONSTRUCTION INC.
DRIVER REALTY AND
DB 16716 PG 137 (WAKE CO.)
BM 2016 PG 2047 (WAKE CO.)
4
EIP
N 36°37'29" E
221.74'
EIP
S 41°21'09" E194.88'R/W TO EIP 0.93'S 53°21'52" E178.36'
EIP
WOODS
PORCH
1SFD
CONC.RCP
15"
GRASS
WELLS 53°21'52" E15"
C
C
F C
F
F
C C
C
F F
C
F
C
C F
F
C
F NAD 1983 NA 2011
NAD 1983 NA 2011
E E IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 1
SITE 2
GRAPHIC SCALE
0'50'100'150'50'
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
BANK STABILIZATION FOLLOWING DETAIL K AND H.
EXISTING TIMBER ABUTMENTS AND INSTALLATION OF
CONSIDERED INCIDENTAL TO THE REMOVAL OF THE
THE PLACEMENT OF THE IMPERVIOUS DIKES IS
REMOVED USING APPROVED NCDOT BMP METHODS.
EXISTING TIMBER ABUTMENTS MUST BE COMPLETELY
NOTE FOR SITE 2:
SHEET _5_ OF _11_
PERMIT DRAWING
F
F
F
F
F
F
V10= 0.69 FPS
V10= 0.70 FPS
V10= 1.87 FPS
V10= 0.62 FPS
S
S
S
S
S
****
***
***
*********
******COLLAR
2
4
"
COLLAR
2
4
"
STANDARD BASE DITCH
SEE DETAIL A
TB 2GI
7 SY GEOTEXTILE
EST. 2 TONS
CL B RIP RAP
15"STA. 16+13 -L-LT
APPROACH SLAB
STA. 15+70 TO
PROP. SBG
0401
0402
SPECIAL CUT DITCH
SEE DETAIL B
REPLACE
REMOVE/
SPECIAL LAT. BASE DITCH
SEE DETAIL E
TO LAT. BASE DITCH
TIE ROADWAY DITCH
GRASSED SWALE
SPECIAL LATERAL
SEE DETAIL I
SPEC. LAT. GRASSED SWALE
TIE ROADWAY DITCH TO
TO SPEC. CUT DITCH
TIE EX. DITCH
SPECIAL CUT DITCH
SEE DETAIL B
21 SY GEOTEXTILE
EST. 10 TONS
CL B RIP RAP 10 SY GEOTEXTILE
EST. 3 TONS
CL B RIP RAP
FALSE SUMP
SEE DETAIL F
FS
ENERGY DISSIPATOR PAD
SEE DETAIL G
REMOVE
15"0403
04040405
0406
0407
0408
0409
0410
7 SY GEOTEXTILE
EST. 2 TONS
CL B RIP RAP
SPECIAL CUT DITCH
SEE DETAIL B
DITCH
DITCH TO EX.
TIE SPEC. CUT
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 17+19 TO STA. 17+51 -L- LT
DETAIL H
Grade
Ditch
1.5'
GEOTEXTILE
Geotextile= 31sy
Type of Liner= 22 TONS,CL II Rip-Rap
10'min.
1.0'min.
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
EST. 12 TONS 25 SY. GEOTEXTILE
S=5.0%, L=25', DDE=5 C.Y.
STA. 11+05 -L- LT
DETAIL A
B= 2.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner=CL. B Rip-Rap
Geotextile
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
DETAIL F
Traffic Flow
Outside Ditch 1.0'MINSTA. 13+00 -L- LT
C Proposed Ditch
(STRUCTURE PAY ITEM)
ELEVATION (TYP.)
TO SHOULDER POINT
CLASS II RIP RAP
(TYP.) EST. 85 C.Y.
EXCAVATION TO EL. 278.0'
STRUCTURE UNCLASSIFIED
RIP RAP ROCK PLATING
17+50 -L- LT CL. II
STA. 16+97 TO STA.
1.5:1 SLOPE FROM
TBDETAIL G
GEOTEXTILE
GROUND
PLAN VIEW
PROFILE VIEW
ENERGY DISSIPATOR PAD
PAD
DISSIPATOR
( Not to Scale)
1.0'
L
Geotextile= 23sy
Type of Liner=15 TONS CL I Rip-Rap
L= 20'
FROM STA. 17+65 TO STA. 17+85 -L- RT
10ft
2:1 2:1
CUT IN 1FT
FLOW
10'
( Not to Scale)
ROADWAY DITCH
D
d 2:1FROM STA. 18+50 TO STA. 22+50 -L- RT
FROM STA. 20+00 TO STA. 22+00 -L- LT
DETAIL D
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
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 3:
1
FROM STA. 10+50 TO STA. 11+00 -L- RT
FROM STA. 17+51 TO STA. 20+00 -L- LT
DETAIL C
Max. d= 1.0 Ft.
Min. D= 0.7 Ft.
Type of Liner= CLASS B Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 12+35 TO STA. 13+00 -L- LT
FROM STA. 22+50 TO STA. 23+50 -L- RT
FROM STA. 14+50 TO STA. 14+80 -L- RT
DETAIL B
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front3:
1 D
B
( Not to Scale)
SPECIAL LATERAL GRASSED SWALE
Flatter4:1 or
FROM STA. 15+50 TO STA. 16+00 -L- LT
DETAIL I
Min. D= 1.0 Ft.
Ground
Natural
Slope
Fill
18" RCP-IV
291 SY GEOTEXTILE
98 TONS CL. B RIP-RAP
W/CL. B RIP RAP
ROADWAY DITCH
SEE DETAIL D
307 SY GEOTEXTILE
97 TONS CL. B RIP-RAP
'V' DITCH
SPECIAL LATERAL
SEE DETAIL C
d 2:
1
B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
109 SY GEOTEXTILE
39 TONS CL. B RIP-RAP
FROM STA. 17+85 TO STA. 18+50 -L- RT
Slope
Fill
DETAIL E
B= 2.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Type of Liner= CLASS B Rip-Rap
Ground
Natural
Geotextile
582 SY GEOTEXTILE
195 TONS CL. B RIP-RAP
W/CL. B RIP RAP
ROADWAY DITCH
SEE DETAIL D
71 SY GEOTEXTILE
23 TONS CL. B RIP-RAP
SPECIAL LATERAL 'V' DITCH
SEE DETAIL C
( Not to Scale)
DETAIL K
2'
GEOTEXTILE
1.0'min.
RAP BANK STABILIZATION
SEE DETAIL H CL. II RIP
4CY
PIPE CLEANOUT
3'min.
Geotextile= 25sy
Type of Liner=31 TONS, CL II Rip-Rap
35 SY GEOTEXTILE
EST. 31 TONS
TO TOP OF BANK
BANK STABILIZATION
CL. II RIP RAP
SEE DETAIL K
BANK STABILIZATION
5 SY GEOTEXTILE
EST. 10 TONS
TO TOP OF BANK
BANK STABILIZATION
CL. II RIP RAP
SEE DETAIL K
EST 80SY GEOTEXTILE
EST 36 TON
STA 11+20 - 13+15 -L -RT
TOE PROTECTION
SEE DETAIL J
EST 33SY GEOTEXTILE
EST 15 TON
STA 15+15 - 16+05 -L- RT
TOE PROTECTION
SEE DETAIL J
EST 31SY GEOTEXTILE
EST 14 TON
STA 17+00 - 17+70 -L- RT
TOE PROTECTION
SEE DETAIL J
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM STA. 17+00 TO STA. 17+70 -L- RT
FROM STA. 15+00 TO STA. 16+05 -L- RT
FROM STA. 11+20 TO STA. 13+15 -L- RT
DETAIL J
Type of Liner= CL B Rip-Rap
d= 1.0Ft.
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
FROM STA. 16+37 TO STA. 16+45 -L-
T
T
1' ROCK WALL
W
15" RCP
24" RCP
9' BST
CONC WALK PVT LT
2S FD
BARN
12' SOILINV=283.81'
INV=284.74'
INV=282.04'
INV=284.36'
EIP
RCP
15"
GATE
CABLE
18' BST
20' BST
SR 2308 FOWLER RD
SR 1726 HENRY BAKER RD
EXISTING R/W
EXISTING R/W60.00'
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
MOCCASIN CREEKWD & STL
BRG 196
-BL- 102-BL-
101-BL- 1002
3
F RANKLIN COUNTYWAKE COUNTYFRANKLIN COUNTY
WAKE COUNTY
0.06'R/W TO EI
PEXISTING R/W
EXISTING R/W
60.00'b
b
b
DB 1420 PG 349 (FRANKLIN CO.)
CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST
PB 2004 PG 225 (FRANKLIN CO.)
DB 10956 PG 1632 (WAKE CO.)
PB 2003 PG 1594 (WAKE CO.)
3
BETSY BAKER SMITH REVOCABLE TRUST
DB 1420 PG 346 (FRANKLIN CO.)
PB 2004 PG 226 (FRANKLIN CO.)
DB 10956 PG 1629 (WAKE CO.)
PB 2003 PG 1595 (WAKE CO.)
INTERNAL PARCEL, NOW PART OF OVERALL TAX PARCEL
DB 949 PG 908 (FRANKLIN CO.)
DB 1287 PG 138 (FRANKLIN CO.)
PB 2003 PG 1594 (WAKE CO.)
DB 10956 PG 1632 (WAKE CO.)
PB 2004 PG 225 (FRANKLIN CO.)
DB 1420 PG 349 (FRANKLIN CO.)
CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST
PB 2003 PG 1595 (WAKE CO.)
DB 10956 PG 1629 (WAKE CO.)
PB 2004 PG 226 (FRANKLIN CO.)
DB 1420 PG 346 (FRANKLIN CO.)
BETSY BAKER SMITH REVOCABLE TRUST
2
RDDUKES LAKETO
SAUDER
WAY
TO
CONSTRUCTION INC.
DRIVER REALTY AND
DB 16716 PG 137 (WAKE CO.)
BM 2016 PG 2047 (WAKE CO.)
4
EIP
N 36°37'29" E
221.74'
EIP
S 41°21'09" E194.88'R/W TO EIP 0.93'S 53°21'52" E178.36'
EIP
WOODS
1SFD
CONC.RCP
15"
GRASS
WELLS 53°21'52" EPI Sta 11+77.42
D
L = 224.41'
T = 112.79'
R = 900.00'
PI Sta 17+74.14
D
L = 223.18'
T = 115.00'
R = 375.00'
PI Sta 21+77.21
D
L = 281.25'
T = 147.61'
R = 375.00'
-L-
e = 0.04e = 0.04
15+00
20+00
-L-
POT St
a.
10+00.00-L-
PC St
a.
10+64.63-L- PT Sta. 12+89.04-L- PC Sta. 16+59.14-
L-
P
T Sta. 18
+82.3
1
-
L-
P
C Sta. 20+29.60
-L- PT Sta. 23+10.85-L- POT Sta. 23+98.85DS = 45 mph DS = 35 mph DS = 35 mph
e = 0.03
Runoff = 60 Runoff = 80 Runoff = 80
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
HENRY
RD
BAKER
-L- FOWLER RD
-L-+10.00TYP.+95.002
' FDPS
2
' FDPS
2' FDPS
2' FDPS
20'
TYP.
+
5
5.6
4 +24.1820'
TYP.
20'
TYP.
8:1
8:1
8:1
8:1 8:18:1
8:1
8:1 +69.04DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
10'10'27'-10"20'20'10'10'
20'
2
0'10'10'TIE TO EXIST.
-L- POT STA. 10+00.00
BEGIN TIP PROJECT B-4662
SHEET 2A-1
DETAIL ON
MILLING SEE
INCIDENTAL
SHEET 2A-1
DETAIL ON
MILLING SEE
INCIDENTAL
TIE TO EXIST.
-L- POT STA. 23+90.00
END TIP PROJECT B-4662
-L- POC STA. 16+92.58
END BRIDGE
-L- POT STA. 16+20.33
BEGIN BRIDGE
-L- POT STA. 16+09.50
BEGIN APPROACH SLAB
-L- POC STA. 17+03.30
END APPROACH SLAB
MILL REMNANTS
DO NOT DISTURB
BAKER MILL SITE
GREU TYPE TL-3 (TYP.)
79
' +
/- TRANSITION
65' +/- TRANSITION
TYPE-III
TYPE-III
TYPE-III
SHOP CURVED
TYPE-III
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
1
2
2
1
CHORD
CHORD
44
OF THE BRIDGE TO THE PAVEMENT
SKETCH SHOWING THE RELATIONSHIP
BRIDGE APPROACH SLAB
EXISTING.
WITH 5' MIN. RADII; OTHERWISE MATCH
NOTE: USE 12' MIN. WIDTH DRIVEWAYS
FOR -L- PROFILE SEE SHEET 5
DESIGN EXCEPTION FOR DESIGN SPEED OF 35 MPHREVISIONS $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RAMEY KEMP
Transportation Engineers
www.rameykemp.com
Phone: [phone]
Raleigh, North Carolina 27609
5808 Faringdon Place, Suite 100
ASSOCIATES, INC.
&
NC License No. C-0910
F. A. PROJ. NO.DESCRIPTIONSTATE PROJ. NO.
SHEET NO.PROJECT REFERENCE NO.
B-4662
ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER
38457.1.2
17BP.5.R.99
BRZ-2308 (5)PE, UTIL.
R / W, CONST.N/A
GREU TYPE TL-3
-L- STA. 16+92.58
END BRIDGE
-L- STA. 16+20.33
BEGIN BRIDGE
273274274
275275275
275276276276276277 277277277277
278
278 278278279279279279279
280
280
280
280
280280
280
28028028
0280280
281
28
1
281
281 28128
1
28
1
28
1
28
1282
28228
2 282282283
283
283
283284
284
2 84
284
28428
4
285
285
285
285
285
285285
285285286
286
28628
6
2862862
87287
287
287287
287
288
288
288288288289
289
28928928928
9
290
290
290
290
290290290290291291291291
291
292292292
292
293293293 294294294
295
29529
5 295295295
295 296296296296 2972972972972982982982982992992
99299 3003003003
0
0
300300
300 301301 302302 3033033033043
0
4 305305305305305306306
306307307
308309310310311311312312T
T
RUINS
1' ROCK WALL
W
15" RCP
24" RCP
9' BST
CONC WALK PVT LT
2S FD WD
CONC
BARN
12' SOILSTONE WALLS
REMAINS OF
INV=283.81'
INV=284.74'
INV=282.04'
INV=284.36'
EIP
RCP
15"
GATE
CABLE
18' BST
20' BST
AREA
ROCKY
SR 2308 FOWLER RD
SR 1726 HENRY BAKER RD
EXISTING R/W
EXISTING R/W60.00'
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
MOCCASIN CREEK-BL- 102-BL-
101-BL- 1002
3
F RANKLIN COUNTYWAKE COUNTYFRANKLIN COUNTY
WAKE COUNTY
0.06'R/W TO EI
PROCK
EXISTING R/W
EXISTING R/W
60.00'b
b
b
DB 1420 PG 349 (FRANKLIN CO.)
CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST
PB 2004 PG 225 (FRANKLIN CO.)
DB 10956 PG 1632 (WAKE CO.)
PB 2003 PG 1594 (WAKE CO.)
3
BETSY BAKER SMITH REVOCABLE TRUST
DB 1420 PG 346 (FRANKLIN CO.)
PB 2004 PG 226 (FRANKLIN CO.)
DB 10956 PG 1629 (WAKE CO.)
PB 2003 PG 1595 (WAKE CO.)
INTERNAL PARCEL, NOW PART OF OVERALL TAX PARCEL
DB 949 PG 908 (FRANKLIN CO.)
DB 1287 PG 138 (FRANKLIN CO.)
PB 2003 PG 1594 (WAKE CO.)
DB 10956 PG 1632 (WAKE CO.)
PB 2004 PG 225 (FRANKLIN CO.)
DB 1420 PG 349 (FRANKLIN CO.)
CHRISTI RENEE DRIVER SASSER REVOCABLE TRUST
PB 2003 PG 1595 (WAKE CO.)
DB 10956 PG 1629 (WAKE CO.)
PB 2004 PG 226 (FRANKLIN CO.)
DB 1420 PG 346 (FRANKLIN CO.)
BETSY BAKER SMITH REVOCABLE TRUST
2
RDDUKES LAKETO
SAUDER
WAY
TO
CONSTRUCTION INC.
DRIVER REALTY AND
DB 16716 PG 137 (WAKE CO.)
BM 2016 PG 2047 (WAKE CO.)
4
EIP
N 36°37'29" E
221.74'
EIP
S 41°21'09" E194.88'R/W TO EIP 0.93'S 53°21'52" E178.36'
EIP
WOODS
PORCH
1SFD
CONC.RCP
15"
GRASS
WELLS 53°21'52" E15"
C
C
F C
F
F
C C
C
F F
C
F
C
C F
F
C
F NAD 1983 NA 2011
NAD 1983 NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-4662 4
SITE 1 ENLARGEMENT
N.T.S.
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SHEET _6_ OF _11_
PERMIT DRAWING
F
F
V10= 0.69 FPS
V10= 0.70 FPS
****
***
COLLAR
2
4
"
COLLAR
2
4
"
FS15"
18" RCP-IV
EST 80SY GEOTEXTILE
EST 36 TON
STA 11+20 - 13+15 -L -RT
TOE PROTECTION
SEE DETAIL J
15" RCP
24" RCP
INV=283.81'
INV=284.74'
INV=282.04'
INV=284.36'
18' BST
SR 2308 FOWLER RD
WOODS
CHRISTI RENEE DRIVER SASSER REVOCABLE TRUSTR/W TO EIP 0.93'EIP
WOODSCON
C.RCP
15"
5
4" PVC
2' FDPS
2' FDPS
20'
TYP.+69.04CHORD
.03.03.03.02.02.012' FDPS
2' FDPS
20'
TYP.+69.04.0315" RCP
24" RCP
INV=283.81'
INV=284.74'
INV=282.04'
INV=284.36'
18' BST
SR 2308 FOWLER RD
WOODS
CHRISTI RENEE DRIVER SASSER REVOCABLE TRUSTR/W TO EIP 0.93'EIP
WOODSCON
C.RCP
15"
5
4" PVC
F C
F
F
B-4662 4
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE 2 ENLARGEMENT
N.T.S.
WETLAND
DENOTES FILL INFF
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET _7_ OF _11_
PERMIT DRAWING
F
F
F
F

S
S
S
S
S
***
*********
******
TB 2GI
15"TBTOE PROTECTION
DETAIL J
STONE WALLS
REMAINS OF
RCP
15"
AREA
ROCKY
WOODS
WOODS
MOCCASIN CREEK-BL-
101ROCK
15+00
HENRY
RD
BAKER-L-+95.008:1
8:1
8:1
-L- POC STA. 16+92.58
END BRIDGE
-L- POT STA. 16+20.33
BEGIN BRIDGE
-L- POT STA. 16+09.50
BEGIN APPROACH SLAB
-L- POC STA. 17+03.30
END APPROACH SLAB
MILL REMNANTS
DO NOT DISTURB
GREU TYPE TL-3 (TYP.)
TYPE-III
TYPE-III
TYPE-III
SHOP CURVED
TYPE-III
CHORD
STONE WALLS
REMAINS OF
RCP
15"
AREA
ROCKY
WOODS
WOODS
MOCCASIN CREEKROCK
C
F F
C
F
C
F
260
270
280
290
300
310
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
5
260
270
280
290
300
310
SHEET _8_ OF _11_
PERMIT DRAWING5/14/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
RAMEY KEMP
Transportation Engineers
www.rameykemp.com
Phone: [phone]
Raleigh, North Carolina 27609
5808 Faringdon Place, Suite 100
ASSOCIATES, INC.
&
NC License No. C-0910
F. A. PROJ. NO.DESCRIPTIONSTATE PROJ. NO.
SHEET NO.PROJECT REFERENCE NO.
B-4662
ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER
38457.1.2
17BP.5.R.99
BRZ-2308 (5)
-
PE, UTIL.
R / W, CONST.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PI = 15+00.00
EL = 281.59'
VC = 170'
PI = 18+55.00
EL = 285.85'
VC = 290'
PI = 22+00.00
EL = 310.00'
VC = 300'EL=282.61'-L- PT STA. 15+85.00EL=283.21'-L- PC STA. 14+15.00EL=284.11'-L- PC STA. 17+10.00EXISTING GROUND
PROPOSED GRADE EL=305.29'-L- PT STA. 23+50.00K = 55
DS = 35 MPH
K = 50
DS = 35 MPH
K = 30
DS = 35 MPH
-1.9020%
+1.2000%
+7.0000%
-3
.1421%
-1.9020%EL=296.00'-L- PT STA. 20+00.00EL=299.50'-L- PC STA. 20+50.00EL=283.03'BEGIN BRIDGE -L- STA. 16+20.33EL=283.90'END BRIDGE -L- STA. 16+92.58EL=304.03' (TIE TO EXIST.)
END GRADE -L- STA. 23+90.00
EL=291.10' (TIE TO EXIST.)
BEGIN GRADE -L- STA. 10+00.00
NORMAL TO CAP
1.5:1 SLOPE
EL = 283.937'
(108' RIGHT OF -BL- STA. 10+62.00)
127.6063' LEFT OF -L- STA. 16+49.17
BM #2: 16d NAIL IN A 15" POPLAR
-0.7200%
(DATE OF SURVEY 08/04/2017)
NWSE=277.7'
(STRUCTURE PAY ITEM)
CLASS II RIP RAP (TYP.)1.5:1EST. 85 CY
TO EL. 278.0'
EXCAVATION
UNCLASSIFIED
STRUCTURE
EST. 110 CY
TO EL. 275.0'
EXCAVATION
UNCLASSIFIED
STRUCTURE
EST. 31 TONS
BANK ARMOR
CL. II RIP RAP1.5:11.5:1-5.0800
%+0.8462%
-2.2333%
-0.7800%
+6.9846%
+4.0000%
+9.6200%EL=280.06STA. 17+85 -L- RTBEGIN SPECIAL LAT. BASE DITCHEL=303.30STA 23+50 -L- RTEND SPECIAL CUT DITCHEL=294.12STA. 20+00 -L- LTEND SPECIAL LAT. V DITCHEL=284.60STA. 18+50 -L- RTEND SPECIAL LAT. BASE DITCHEL=279.00STA. 16+00 -L- LTEND SPECIAL LAT. GRASSED SWALEEL=279.39STA. 15+50 -L- LTBEGIN SPECIAL LAT. GRASSED SWALEEL=279.50STA. 14+80 -L- RTEND SPECIAL CUT DITCHEL=280.17STA. 14+50 -L- RTBEGIN SPECIAL CUT DITCHEL=283.43STA. 13+00 -L- LTEND SPECIAL CUT DITCHEL=282.88STA. 12+35 -L- LTBEGIN SPECIAL CUT DITCHEL=304.02STA 22+50 -L- RTBEGIN SPECIAL CUT DITCHEL=286.04STA. 10+50 -L- RTBEGIN SPECIAL LAT. V DITCHEL=283.50STA. 11+00 -L- RTEND SPECIAL LAT. V DITCHEL=278.54STA. 17+51 -L- LTBEGIN SPECIAL LAT. V DITCHEL 284.50STA. 19+00 -L- LTFOR -L- PLAN VIEW SEE SHEET 4
-L- SR 2308 (FOWLER ROAD) / SR 1726 (HENRY BAKER ROAD)
DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED OF 35 MPH.
287.84
EX_ROWEX_ROWEX_EOPEX_EOPWET4:12:14:1 0.0300.030
288.25286.52
287.06
EX_ROWEX_ROWEX_EOPEX_EOPWET4
:12:14:1 0.0300.030
287.30285.57
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
60
6565
65
7070
70
7575
75
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/16280 280
285 285
290 290
295 295
300 300
275 275
11+50.00
280 280
285 285
290 290
295 295
300 300
305 305
275 275
12+00.00
X-2B-4662
-L-
2.5 5
F. A. PROJ. NO.DESCRIPTIONSTATE PROJ. NO.
38457.1.2
17BP.5.R.99
BRZ-2308 (5)
-
PE, UTIL.
R / W, CONST.
SITE 1
SITE 1
SHEET _9_ OF _11_
PERMIT DRAWING
281.51
EX_ROWEX_ROWEX_EOPEX_EOPWET4
:14:1
0.0070.020 282.303:1279.39
281.16
EX_ROWEX_ROWEX_EOPEX_EOPWET3:14:1
0.0320.033 282.793:1279.00
274.02
EX_ROWEX_ROW0.0400.040 283.3900
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
60
6565
65
7070
70
7575
75
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/16280 280
285 285
290 290
275 27515+50.00
275 275
280 280
285 285
290 290
270 270
16+00.00
270 270
275 275
280 280
285 285
290 290
265 265
16+50.00
X-5B-4662
-L-
2.5 5
-L- STA 16+20.33
BEGIN BRIDGE NO. 196
F. A. PROJ. NO.DESCRIPTIONSTATE PROJ. NO.
38457.1.2
17BP.5.R.99
BRZ-2308 (5)
-
PE, UTIL.
R / W, CONST.
SITE 2
SITE 2
SHEET _10_ OF _11_
PERMIT DRAWING
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)
1 11+07/13+13 -L- RT Roadway Fill 0.02 0.10
2 15+07/17+74 -L- RT 70' Cored Slab Bridge 0.01 < 0.01 0.13

2 16+40/16+52 -L-Bank Stabilization 0.01 90
16+75/17+33 -L-

2 16+44/16+40 -L-Temporay Dewatering 0.03 105
16+65/17+40 -L-

TOTALS*:0.03 < 0.01 0.23 0.01 0.03 90 105 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2016 09 09 SHEET 11 OF 11

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
WAKE COUNTY
B-4662
17BP.5.R.99
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
01/09/2018