20171283 Ver 1_Build Maps_20171010 (2)

4
VICINITY MAP
N.T.S.
LOCATION
PROJECT SITE
JULY 15, 2016
BRIAN A. WILES, PE
TRANSYLVANIA COUNTY

25 50 10050
25 50 10050
5 10 2010
K
D
T
V
=
=
=
=
=
=
617
700
11
65
3
45
%
%
MPH
ADT
ADT
2017
2040
% *

FUNC CLASS =
LOCAL
SUB-REGIONAL TIER
0
0
0
PROFILE (HORIZONTAL)

P.E.

BRZ-1538(9)

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.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99B-4823DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
9/28/2017R:\Roadway\Proj\B4823_Rdy_tsh.dgn_USERNAME_CONTRACT:TIP PROJECT:B-4823ARTMEN
N ASO
H
DEPT
O
F TRA S PORTTIONTATEOFNRTCAR
O
LI
NAUS
276
BREVARDTO US 276TO US 276NC LICENSE #P-0189
TELE 919.788.0224 FAX [phone]
3220 GLEN ROYAL RD. RALEIGH, NC 27617

PLANS PREPARED BY:PLANS PREPARED FOR:
ENGINEERING
DIVISION OF HIGHWAYS
Raleigh, NC 27610
1000 Birch Ridge Dr.
* TTST = 1%DUAL 2%
NCDOT CONTACT
-L- Sta. 13+50.00
BEGIN TIP PROJECT B-4823
BECKY MOUNTAIN ROADSR 1538-L-RI
C
H MO
U
N
T
AI
N
R
D.
S
R 1537
38593.1.2
1538
1538
See Sheet 1B For Conventional Symbols
MILL COVE RD.REEVES RD.LENGTH ROADWAY TIP PROJECT B-4823
LENGTH STRUCTURE TIP PROJECT B-4823
TOTAL LENGTH TIP PROJECT B-4823
= 0.118 mi.
= 0.007 mi.
= 0.125 mi.
-L- Sta. 20+10.00
END TIP PROJECT B-4823
GRADING, PAVING, DRAINAGE AND CULVERT
HOGSED CREEKBRIDGE NO. 12 OVER HOGSED CREEK
ON SR 1538 (BECKY MOUNTAIN ROAD)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DAVID STUTTS, PE
38593.2.1 BRZ-1538(9)R/W
C203943
38593.3.1 BRZ-1538(9)CONST.
See Sheet 1A For Index of Sheets
FEBRUARY 20, 2018 STRUCTURES MANAGEMENT UNIT
-L- Sta. 17+40.84
END CULVERT
-L- Sta. 17+05.16
BEGIN CULVERT10/03/2017 100% Review Plans14
.13Ducktown
Rocky Hill
Sega Lake
Dunns Rock
Fernwood
Col
Brevard
Brevard HS
Oasis de Esperanza
Jehovah Witness
Rosenwald Sch
64
64
BUS
64
276
64
276
276
276
276
Mockingbird Ln.Ea
gl
e Cir.
Cardinal Dr.
1110
%
Heights
Barberry
%
%
%
Comm Col
Blue Ridge
%
%
%
%Brevard
French Broad
RiverBr
e
v
a
r
dCity
Li
mit
s
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
NAD 83/ NSRS 2007
NC GRID
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
W
W
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
*S.U.E. = Subsurface Utility Engineering
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
SHEET NO.PROJECT REFERENCE NO.
1BB-4823
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
C
A
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement12/2/2016Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
10'10'
20'
7' w/GR
3'3'8'
0.08
4:1
MIN.MIN.
Detail Showing Method of Wedging
C SURVEY L
TYPICAL SECTION NO. 1
L -L-C
ENGINEERING
NC LICENSE #P-0189
TELE 919.788.0224 FAX [phone]
3220 GLEN ROYAL RD. RALEIGH, NC 27617
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-1B-4823
PAVEMENT DESIGN6/2/999/28/2017R:\Roadway\Proj\B4823_Rdy_typ.dgn_USERNAME_GRADE
POINT
U E1
GRADE TO THIS LINE
U
10'10'
20'
7' w/GR
3'3'8'
0.08 0.08
4:1
TYPICAL SECTION NO. 2
L -L-C
-L- STA. 15+25.00 TO -L- STA. 18+00.00
GRADE
POINT
C2
E1
GRADE TO THIS LINE
-L- STA. 18+00.00 TO -L- STA. 20+10.00
-L- STA. 13+50.00 TO -L- STA. 15+25.00
C2 C2
E1
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
EARTH MATERIAL.T
EXISTING PAVEMENT.U
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 1•" IN DEPTH.
C3
C1
T T
TT
"2
16
"2
16 "2
16
3"
E2
C1
C3
E2
3"
0.02 0.02
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
E1
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
THAN 5•" IN DEPTH.
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2
2:12:1VARI
ES 4:1 TO 2:1VARI
ES 4:1 TO 2:1EXISTING PAVEMENT
Incidental Milling Existing Pavement
25' MIN.
C1
AS DIRECTED BY ENGINEER
MILLED 1 1/4"
EXISTING PAVEMENT

VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL
W SHEET No. 2A-1)
AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
C2
PROP. APPROX. 2•" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
C1 AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD.
PROP. APPROX. 1‚" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
VARIES
0'-1.15'
VARIES
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT SCHEDULE
GRADE TO THIS LINE
W
0.08 0.02 0.02
C1
0'-10.15'
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-4823
9/28/2017R:\Roadway\Proj\B4823_Rdy_psh_04.dgn_USERNAME_8/17/99 NAD 83/ NSRS 2007
ENGINEERING
NC LICENSE #P-0189
TELE 919.788.0224 FAX [phone]
3220 GLEN ROYAL RD. RALEIGH, NC 27617
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
8/18/2017 Right-of-Way Revision Roadway and Hydraulics redesigned to allow for onsite detour.9/25/2017 Added Right-of-Way Markers on right side of road along existing R/W. FOR -L- PROFILE, SEE SHEET 515" CMP15" CMP
48" WW 48" WW60" CMP18" C
MP
18" CMP
15" CMP TTTCTC
CT18" CM
PS
OIL
WALLROCK18" CMP10' BSTWALLROCKHOUSEWELLWALKROCKWALLROCK2SFBLKD10'
B
S
TSTEPSROCKWALLROCKCONCWALKCONCWALLROCK
CONC
S SOIL8' GR REEVES RD.5SBW5SBWGR
GR
SR 1538 BECKY MOUNTAI
N RD.
SR 1538 BECKY MOUNTAIN RD.
GR
GR
SOIL
WOODS
W
OODSWOODS
FRAME
WD
CHURCH
1SF
GR
GR
5SBW
US
276
5SBWLANDSCAPE AREA18" CMPGATEMTL15" CMP
GATEMTL9' GR MILL COVE RD.GR
AREA
CULTIVATED
AREA
CULTIVATED
AREA
CULTIVATED
AREA
CULTIVATED
AREA
CULTIVATED
3 WOOD WINGWALLS
WOOD HEADWALLS
8 STEEL I BEAMS
WOOD RAILS & WOOD WHEEL GUARDS
WOOD DECK / BST SURFACE
BRIDGE DESCRIPTION #12
ELEV. 2124.15'
45.93 RIGHT
-BL- STA 11+25.09
BM #2
ELEV. 2125.03'
15.85 RIGHT
-BL- STA 17+18.93
BM #3
ELEV. 2111.85'
19.37 LEFT
-BY2- STA 6+70.94
BM #4
ELEV. 2140.75'
S 26° 50' 57.9" E DIST. 119.67
-BL- STA 5+00.00
BM #1 12
3
4
5
DB 259 PG 504S 31°22'33" E
N 65°23'15" W509.66'N 88°19'52" E430.03'EAST MECKLENBURG CORPORATION
DB 620 PG 722
CARRS HILL BAPTIST CHURCH
DB 260 PG 190
CARRS HILL BAPTIST CHURCH
DB 260 PG 190
DB 275 PG 689
THOMAS S. & KATHERINE L. DIEROLF
JAMES M. & EDGAR M. ALLISON
DB 121 PG 13
JAMES M. & EDGAR M. ALLISON
DB 121 PG 13
S 75°50'09" W44.20'S 75°50'09" W263.87'
EIP
S 22°35'31"
W1
37.82'EI
PN 64°03'43" W76.88'S 61°07'43" E163.95'S 82°48'43" E134.59'N 88°31'17" E91.27'N 88°31'17" E
20.92'
S 46°48'48" W
22.96'
S 46°48'48" W
293.33'EIP
MON
CONC
N 88°19'52" E
32.99'
PK
EXISTING R/W
EXISTING R/WEXISTING R/
W
EXI
STI
NG R/
W
E
XIS
TIN
G
R/WE
XISTIN
G R/WS
R 1537
RIC
H MO
U
N
T
AI
N
R
D.
JAMES M. & EDGAR M. ALLISON
AREA
CULTIVATED
DB 121 PG 13
S
EX
IST
ING
R
/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
ARBORHOGSED CREEKCARRS HILL BAPTIST CEM
HW
DB 18 PG 526
DB 123 PG 32
DB 46 PG 98
PB 10 PG 940
DB 18 PG 526
DB 123 PG 32
DB 46 PG 98
PB 10 PG 940
DB 251 PG 119
DB 127 PG 620DB 127 PG 620
PB 15 PG 193 30.00'30.00'50.00'CLEM A. BOATRI
GHT JR.
50.00'
CONCRETE BLOCKS AROUND GRAVE SITES
50.00'
BL-1
BL-2
BL-3
BL-4
BY1-6
BY2-7
BY2-8
HOGSED CREEK
30.58'
+09.57
25.01'
+75.69
+03.64
34.52'
+13.25
24.67'
228.17'10'10'040302040302020102000202010210'10'-L- POT Sta. 13+50.00
BEGIN TIP PROJECT B-4823
-L- POC Sta. 20+10.00
END TIP PROJECT B-4823
EXIST.EXIST.+10(TYP.)20'
20'
(TYP.)+91.74PI Sta 12+30.92
D
L = 141.00'
T = 70.58'
R = 1,200.00'
PI Sta 16+40.78
D
L = 449.19'
T = 231.56'
R = 750.00'
PI Sta 19+97.97
D
L = 82.73'
T = 41.38'
R = 1,200.00'
PI Sta 23+27.32
D
L = 290.40'
T = 148.67'
R = 550.00'POT Sta. 10+00.0010PC Sta. 11+60.34PT Sta. 13+01.34PC Sta. 14+09.2215PT Sta. 18+58.41PC St
a.

19+56.5920PT Sta. 20+39.32PC Sta. 21+78.65PT Sta. 24+69.0525POT Sta. 25+29.39-L-
SE = .04
01040404+7503030404+85GREU, TL-2
GREU, TL-2
GREU, TL-2
GREU, TL-2
8:1
8:1
8:18:1
-L- POC 17+05.16
BEGIN CULVERT
-L- POC 17+40.84
END CULVERT
2:
1
NG
NG
2:1( Not to Scale)
RIP RAP AT EMBANKMENT
DETAIL 2
Grade
Ditch
1.5'
GEOTEXTILE

Type of Liner=Class 'I' Rip-Rap
10'min.
1.0'min.
BENCH
FLOODPLAIN
NWS NOT TO SCALE
INLET & OUTLET CHANNEL DETAIL
BANKS (TYP.)
ON STREAM
CL 'I' RIP-RAP (TYP.)
GEOTEXTILE
BENCH
FLOODPLAIN
11'
11'
11'1.0'EST COIR FIBER=140 SY
EST FILL=0 CY
EST EXCAV.=135 CY
FLOODPLAIN BENCH
2@10'x6' RCBC
( Not to Scale)
TOE PROTECTION
d
FROM STA. 18+10 TO STA. 20+00 -L- Rt
Fill Slope2:1 or Flatter
d=1.0 Ft.
Type of Liner=Coir Fiber
DETAIL 3
Ground
Natural
MATTING
COIR FIBER
CL 'I' RIP-RAP
PLACE NATIVE MATERIAL ON TOP TO FILL VOIDS.
MATERIAL IS NEEDED FOR THE BENCH, USE CL 'I' RIP-RAP AND
MATTING AND THE PERIMETER LINED WITH CL 'I' RIP-RAP. IF FILL
*THE FLOODPLAIN BENCH SHALL BE COVERED WITH COIR FIBER
BENCH
FLOODPLAIN
2:1D
B
( Not to Scale)
4:1
SPECIAL LATERAL 2' BASE DITCH
FROM STA. 14+00 TO STA. 17+10 -L- LT
DETAIL 1
B=2.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
18" CMP
RETAIN
15" CMP
RETAIN
SEE DETAIL 3
EST. 95 SY
TOE PROTECTION
COIR FIBER
FROM STA. 17+46 TO STA. 17+56 -L- RT
FROM STA. 17+00 TO STA. 17+10 -L- RT
FROM STA. 16+93 TO STA. 17+03 -L- LT
SEE DETAIL 2
EST. 61 SY GFD
EST. 42 TONS
AT EMBANKMENT
CL 'I' RIP-RAP
SEE DETAIL 2
EST. 78 SY GFD
EST. 51 TONS
AT EMBANKMENT
CL 'I' RIP-RAP
3@11'x6' RCBC
SEE DETAIL 1
EST DDE 180 CY
BASE DITCH
SPEC. LAT. 2'
SEE DETAIL 2
EST. 65 SY GFD
EST. 41 TONS
AT EMBANKMENT
CL 'I' RIP-RAP
EST. 51 SY GFD
EST. 32 TONS
AT EMBANKMENT
CL 'I' RIP-RAP
DITCH
TIE TO EX.
BENCH
FLOODPLAIN
2
1
1
3
EX. R/W
+09.22
EX. R/W
+56.59
35.00'
+00.00
40.00'
+00.00
25.00'
+75.00
55.00'
+75.00
80.00'
+00.00
80.00'
+00.00
80.16'
+73.33
81.00'
+86.73
30.00'
EX. R/W &
+50.00
25.00'
+58.41
26.43'
+98.66
44.01'
+22.02
39.58'
+00.00
34.89'
+46.26
25.00'
+09.22
28.72'
+82.56
45.24'
+75.00
65.00'
+75.00
37.58'
+75.00
65.00'
+75.00
25.00'
+56.59
40.58'
+25.00
34.73'
+93.19CHORDCHORDCHORDCH
O
R
D
CHORD
CHORD
CHORD
CHORD
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone] FFFF
F
F F
F
F
F
CC
2,140
2,100
2,110
2,120
2,130
11 12 13 14 15 16 17 18 19 20 21 22 23 24
2,100
2,140
2,110
2,120
2,1305/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
5B-4823
9/28/2017R:\Roadway\Proj\B4823_Rdy_pfl_05.dgn_USERNAME_NC LICENSE #P-0189
TELE 919.788.0224 FAX [phone]
3220 GLEN ROYAL RD. RALEIGH, NC 27617
ENGINEERING
FOR -L- PLAN, SEE SHEET 4
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 1,000
= 25
= 2,114.2
= 1,400
= 100
= 2,116.1
= 1,400
= 100
= 2,115.9
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
OF A 18" HOLLY STUMP
8 INCH SPIKE SET IN TOP
-L- STA 11+17 66' RIGHT
N 549,600 E 890,345
BM 1 ELEV = 2,140.75'
OF A 40 INCH WHITE OAK TREE
8 INCH SPIKE SET IN THE BASE
-L- STA 18+16 54' RIGHT
N 550,284 E 890,546
BM 2 ELEV = 2,124.15'
END OF CONC. HEADWALL
CHISELED "X" IN THE NORTHERN
-L- STA 24+04 27' RIGHT
N 550,870 E 890,432
BM 3 ELEV = 2,125.03'
LEFT DITCH
PI = 17+25.00
EL = 2,114.00'
(-)0.7600%(+)2.4561%
VC = 500'
K = 155
V = 60 mph
RCBC
3@11'X6'
PROPOSED
EL = 2,116.85'
-L- STA. 13+50.00
BEGIN GRADE
EXISTING GROUND
PROPOSED GRADE
EL = 2,121.00'
-L- STA. 20+10.00
END GRADE
EL. 2113.00STA. 14+00 2' BASE DITCHBEG SPEC. LAT. (-)1.0000%El.=2,111.00PI=16+00(-)0.5000%2' BASE DITCHEND SPEC. LAT. EL. 2110.45STA. 17+10 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]