20190653 Ver 1_B-5389 Roadway Plans_20190517

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See Sheet 9-B For Conventional Symbols
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42 SR 1301
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VICINITY MAP
--"9— TO
STATE OF NORTH CAROILINA
DIVISION OF HIGHWAYS
YADKIN COUNTY
LOCATION. BRIDGE NO.105 OVER YADKIN RIVER OVERFLOW
ON US 421 NORTHBOUND LANES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, & STRUCTURE
STATE
STAIR PR01- RRPRRBNCB NO.
NO.
TOTAL
HHBTS
I�o�o
B-5389
TATe PROI.NO.
.APROI. NO.
DBSCRd•]'ION
46104.1.1
WA
PE
46104.2.1
WA
R/W & UTILITIES
46104.3.1
WA
CONSTRUCTION
,4/6 5/7'
END TIP PROJECT B-5389
BEGIN TIP PROJECT B-5389 -LNB- STA. 33+00.00
-LNB- STA. I +62.50 of
/QC)
—
YADKIN!?LLE c----------
--------� i US 421 NB — - - __
___________
----------- --- US 421 NB
------ -LNB-
--- - --- -----—---- --
us az� sB
`a US 421 SB -- TO LEWISVILLE
THIS IS A CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
i
Prepared far the North Dpo tment
IiYDRAULICS ENGINEER
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
nCarolina
°f Transportation in the Office
50 25 0 50 100
ADT 2020 = 25,000
LENGTH ROADWAY TIP PROJECT B-5389 = 0.299 MI.
A. MORTON Trlauas AND ASSOCIATES, Ih'C'.
���
6,3,FAoF°"xOTD sunEERu el Ncz 6o
L4R'"
2o`04FSS'OLi':;
=
ADT 2040 = 30,300
K = 10 %
D = 65 %
LENGTH STRUCTURE TIP PROJECT B-5389 = 0.087 MI.
TOTAL LENGTH TIP PROJECT B-5389 = 0.386 MI.
NCBELSLICENSE4 F-10 E [phone]Fu:(919)855-568
ENGEE RINGmM
=r_
E 26971 i a
P.E.
SIGNATURE:
®� ®6$�
milli
2018 STANDARD SPECIFICATIONS
NICK RAMIREZ, PE
PLANS
50 25 0 50 100
T = b °
/o
V = 70 MPH
x
PROJECT ENGINEER
ROADWAY DESIGN
Vdet = 55 MPH
* (TTST =3°/D+DUAL=3%)
APRIL 2, 2019
JAMES CROUSE, PE
ENGINEER
,_o?..•Ess;o:ty
op z
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
l0 5 0 10 20
FUNC CLASS =
RURAL FREEWAY
REGIONAL TIER
LETTING DATE:
J U LY 17, 2019
DAVID STUTTS, PE
# 'aeSEAL 1.
i 40655 .j 1
'•••F��,�EE.•P.E.
SIGNATURE: RpN s
����
J
NCDOT CONTACT
PROFILE (VERTICAL)

PROJECT REFERENCE NO. SHEET NO.
STATE OF NORTH CARO LINA, DIVISION OF HIGHWAYS 8-5389 B
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY.
RAILROADS.- Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
WATER:
State Line
Water Manhole
OO
Standard Gauge
Line
CsX
TRANSHedge
Water Meter
CD
RR Signal Milepost
MJLERCST 35
Woods Line
- - - -
Township Line
Switch
0
Orchard
O � � O
Water Valve
0
City Line
SWITCH
Water Hydrant
0
RR Abandoned —
— —
— Vineyard
a
Reservation Line
LPG Water Line LOS B (S.U.E*)
RR Dismantled - -
- - - -
- - EXISTING STRUCTURES.
Property Li
P Yne
LPG Water Line LOS C (S.U.E)
- -w- -
Existing Iron Pin
o
MAJOR:
WG Water Line LOS D (S.U.E*)
Computed Property Corner
P P Y
RIGHT OF WAY & PROJECT CONTROL:
Bridge, Tunnel or Box Culvert
UNE
Above Ground Water Line
A,G Water
�`
Property Monument
El
ECM
Secondary Horiz and Vert Control Point
♦
Bridge Wing Wall, Head Wall and End Wall
- coNc ww
Parcel/Sequence Number
123
Primary Horiz Control Point
0
MINOR:
TV.
TV Pedestal
O
Existing Fence Line
-X X X-
Primary Horiz and Vert Control Point
/
Head and End Wall
coNc NW
TV Tower
Proposed Woven Wire Fence
e
Exist Permanent Easment Pin and Cap
0
Pipe Culvert
s
New Permanent Easement Pin and Ca P
O
Footbridge
>----------{
U/G TV Cable Hand Hole
Proposed Chain Link Fence
E3
Vertical Benchmark
m
❑CB
U/G TV Cable LOS B (S.U.E.*)
Proposed Barbed Wire Fence
P
Drainage Box: Catch Basin, DI or JB
U/G TV Cable LOS C (S.U.E.*)
- -
Existing Wetland Boundary
- - - -wEa- - - -
ExistingRight of Way Marker
g Y
�
Paved Ditch Gutter
Existing Right of Way Line
Storm Sewer Manhole
OO
U/G TV Cable LOS D (S.U.E.*)
Proposed Wetland Boundary
a
R
U/G Fiber Optic Cable LOS B (S.U.E. )
Existing Endangered Animal Boundary
EAa
New Right of Way Line
Storm Sewer
*
U/G Fiber Optic Cable LOS C (S.U.E.*)
- -,� TO -
Existing Endangered Plant Boundary
a
New Right of Way Line with Pin and Cap
R
��
UTILITIES:
LJ/G Fiber Optic Cable LOS D (S.U.E. )
-TV Fo
Existing Historic Property Boundary
a
New Right of Way Line with
POWER:
GAS:
Known Contamination Area: Soil
�-s-�-s-X
Concrete or Granite WW Marker
Existing Power Pole
y
Potential Contamination Area: Soil
-X, -s MM
New Control of Access Line with Concrete C/A Marker
Proposed Power Pole
b
Gas Valve
Gas Meter
0
Known Contamination Area: Water
-w--w-
ExistingControl of Access
Existing Joint Use Pole
*
LUG Gas Line LOS B (S.U.E.)
- - - - - - -
Potential Contamination Area: Water
i�-w-�-w-
New Control of Access
.a,
Proposed Joint Use Pole
*
LUG Gas Line LOS C (S.U.E.)
- - - -
Contaminated Site: Known or Potential%
Existing Easement Line
E
Power Manhole
U/G Gas Line L05 D (S.U.E.*)
-
BUILDINGS AND OTHER CULTURE:
New Temporary Construction Easement -
E
Power Line Tower
❑
Above Ground Gas Line
A/c Ge
Gas Pump Vent or U/G Tank Cap
O
New Temporary Drainage Easement
TDE
Power Transformer
_
Sign
O
5
New Permanent Drainage Easement
PDE
U/G Power Cable Hand Hole
SANITARY SEWER:
Well
°
New Permanent Drainage / Utility Easement
DUE
H-Frame Pole
��
Sanitary Sewer Manhole
OO
Small Mine
New Permanent Utility Easement
PUE
U/G Power Line LOS B (S.U.E.*)
- - - -P- - - -
Sanitary Sewer Cleanout
O
m
Foundation
F
New Temporary Utility Easement
TUE
U/G Power Line LOS C (S.U.E.*)
--p--
U/G Sanitary Sewer Line
o
Area Outline
0
New Aerial Utility Easement
AUE
U/G Power Line LOS D (S.U.E.*)
Above Ground Sanitary Sewer
Cemetery
0
SS Forced Main Line LOS B (S.U.E.)
- - - -
o
Building
ROADS AND RELATED FEATURES.
TELEPHONE:
SS Forced Main Line LOS C (S.U.E.*)
- -- - -
School
Existing Telephone Pole
•
SS Forced Main Line LOS D (S.U.E.*)
Existing Edge of Pavement
Church
Proposed Telephone Pole
�
O
Q
Existing Curb —
Telephone Manhole
O
MISCELLANEOUS:
Dam
Proposed Slope Stakes Cut - -
- -
-
Telephone Pedestal
❑
Utility Pole
•
Y.
HYDROLOGY.-
Proposed Slope Stakes Fill - -
F
- - -
-
Telephone Cell Tower -
Utility Pole with Base
o
Stream or Body of Water
Proposed Curb Ramp
cR
U/G Telephone Cable Hand Hole
Utility Located Object
Hydro, Pool or Reservoir
J
Existing Metal Guardrail
Utility Traffic Signal Box
C
o
Jurisdictional Stream
U/G Telephone Cable LOS B (S.U.E.*)
- - - - - - - -
Buffer Zone 1
�s
BZ
Proposed Guardrail
U/G Telephone Cable LOS C (S.U.E.*)
- -E- -
Utility Unknown U/G Line LOS B (S.U.E.*)
Buffer Zone 2
BZ z
Existing Cable Guiderail I
n
nU/G
U/G Telephone Cable LOS D (S.U.E.*)
Tank; Water, Gas, Oil
m
Flow Arrow
Proposed Cable Guiderail
U/G Telephone Conduit LOS B (S.U.E.*)
- - - -TC- - - -
Underground Storage Tank, Approx. Loc.
(,1,C )
z
Disappearing Stream
Equality Symbol
U/G Telephone Conduit LOS C S.U.E.*
P ( )
--r"--
A/G Tank; Water, Gas, Oil
C
Sprin-_.,_
ring g
Pavement Removal
U/G Telephone Conduit LOS D (S.U.E.*)
-EC
Geoenvironmental Boring
Wetland
hEGETATION.
U/G Fiber Optics Cable LOS B (S.U.E.*)
_ _ _ _r Fo_ _ _
U/G Test Hole LOS A (S.U.E.*)
m
Proposed
p d Lateral, Tail, Head Ditch
Single Tree
U/G Fiber Optics Cable LOS C (S.U.E.*)
_r Fo_
Abandoned According to Utility Records
AATUR
False Sum p
Single Shrub
a
U/G Fiber Optics Cable LOS D (S.U.E.*)
o
End of Infti
Information
E.O.I.

SURVEY CONTROL SHEET
PROJECT REFERENCE NO. SHEEP NO.
B--5389 1 C-1
Location and Survevs
Z
ro Yaorrivvi�
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "B5389-2"
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 860803.8339(ft) EASTING: 1552017.9400(ft)
ELEVATION: 734.55(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.99995370
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"B5389-2" TO -L- STATION 10+00.00 IS
N 64' 00' 09.42" W 2237.39'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
..............................
BM-1 ELEVATION = 719.23'
N 861043 E 1551007
EL STATION 22,26.00 146' RIGHT
RR SPIKE SET IN 13" TREE
BM-2 ELEVATION = 708.96'
N 861147 E 1552258
EL STATION 33,59.00 398' LEFT
RR SPIKE SET IN 18" SYCAMORE
........................................
B-5389
1 B'b389-1 8611bb .2/62 1'b5I08/.JbbO /32.54 22,49.88
2 B5389-2 860803.8339 1552017.9400 734.55 32-44.75
3 BL-3 860559.0402 1552715.4620 733.66 39-83.97
4 BL-4 860297.6316 1553471.2020 733.75 47,83.65
LEWISVKLE
�16
'20
5'
8.90 RT
4.81 RT
7.84 RT
7.52 RT
BY1
POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET
-------------------------------------------------------------------------------------------- ----------------
5 BY-5 860778.1172 1551133.2610 749.67 24-41.00 335.07 RT
6 BY-6 861495.2052 1551432.0730 763.68 24-31.95 441.73 LT
NOTES-
1. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM,
2. THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCES. IF
FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT THE LOCATIOr
AND SURVEYS UNIT.

-LNB-
GFPl
1. MIN. v MN! \�
MIN. �i( Tl 3"
MIN.
DETAIL Wl SHOWING METHOD OF WEDGING
MILL NOTCH CI
TO KEY IN
II
L------------------------ 3,.---------------+---I
MILL 75' O
AS DIRECTED BY ENGINEER �
INCIDENTAL MILLING DETAIL
AT PAVEMENT TIE-INS
NOTE: OVERLAY 3" USING DETAIL
-LNB- STA. 12+62.50 TO STA. 13+37.50
-LNB- STA. 32+25.00 TO STA. 33+00.00
ORIGINAL GROUND
ORIGINAL GROUND
FINAL PAVEMENT DESIGN SCHEDULE
G.1
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
J 2
PROP. 7" AGGREGATE BASE COURSE.
AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
C2
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO
M
MILLED RUMBLE STRIPS (STD 665.01)
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
D1
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
PRIME COAT GAL/SY)
TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
P
(0.35
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
DZ
TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1"
EARTH MATERIAL
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 212" IN DEPTH OR
T
GREATER THAN 4" IN DEPTH.
E1
AROAN
EXISTING PAVEMENT
AVERAGE RATESOFALT 399CONCRETE LES. PERBASE SO. YD. IN EACHEOF2TWOCLAYERS
U
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
ErL
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL W7)
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
W
THAN 51'2" IN DEPTH.
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
J 1
PROP. 10" AGGREGATE BASE COURSE.
PROJECT REFERENCE IN SHEET NO.
B-5389 2A-1
ROADWAY DESIGN PAVEMENT DESIGN
ENNMEER ENGINEER
;9
SEAL
40655
.ckGR.....
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INC
A�T a .MuroRroN o.�,As ,woc,.,rEs.
��r�`�T� so�Oo anss_s�"sH":�6�
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NCBELS LICENSE N F-1049
MEDIAN
-LNB-
12' MATCH EXIST. MATCH EXIST. 9'
4' 4' 2' 3'
�6(m
PS FDPS
U Cl CROWN POINT M Cl
Dl 0.04 EXIST. EXIST.
0`08 0.08
-------------------------------------------------------------14„ ---- --- I�2:1 ORIGINAL GROUND
14^ T cl El Dl El USE TYPICAL SECTION NO. 1
GRADE TO THIS LINE GRADE TO THIS LINE
-LN B- STA. 12 + 62.50 TO STA. 16 + 00.00
TYPICAL SECTION NO. 1 -LNB- STA. 30+00.00 TO STA. 33+00.00
SEE INCIDENTAL MILLING DETAIL FOR PAVEMENT TIE-INS
MEDIAN
-LNB-
_3' 12' 12' 12' 9'
4' 4' 2' 3'
FDPS FDPS
Cl M U W GRADE POINT cl M C1
Dl 0.04 0.02 0.02
0`OB 0.08
2.1 EXIST.- _ —ORIGINAL GROUND
0.5' 14" 14"
TYP.
An T J2 El Dl El T
—GRADE TO THIS LINE GRADE TO THIS LINE
TYPICAL SECTION NO. 2
USE TYPICAL SECTION NO. 2
-LNB- STA. 16 + 00.00 TO STA. 17 + 94.00
-LNB- STA. 27 + 00.00 TO STA. 30 + 00.00

ORIGINAL GROUI
ORIGINAL GROUN
T
SH
-LN
STA
CL MEDIAN
-LNB-
ORIGINAL GROUND
USE TYPICAL SECTION NO. 3
STA. 17 + 94.00 TO STA. 18 + 34.54 (BEG. BRIDGE)
STA. 22 + 96.46 (END BRIDGE) TO STA. 27 + 00.00
ORIGINAL GROUND
O
HIS LINE I rlla LINt
TYPICAL SECTION NO. 3A TYPICAL SECTION NO. 3B
ULDER BERM GUTTER SECTION SHOULDER BERM GUTTER SECTION
B- STA. 17 + 94.00 TO -LN B- -LN B- STA. 17 + 94.00 TO -LN B-
.18+10.54 (BEGIN APPROACH SLAB) STA.18+10.54 (BEGIN APPROACH SLAB)
-DETNB-
7' 12' 12'
4'
F PS
P GRADE
POINT
� VAR VAR �
OS'
TYP.
T Jl Cl 13" Cl J1
GRADE TO THIS LINE
TYPICAL SECTION NO. 4
7'
VARIES
m
- -- ---� -DETNB- STA. 11 +86.96 TO STA. 15+50.58 (BEG. TEMP. BRIDGE)
ORIGINAL GROUND -DETNB- STA. 20+10.58 (END TEMP. BRIDGE) TO STA. 28+76.22
ORIGINAL GROUND
PROJECT REFERENCE IN SHEET NO.
B-5389 2A-2
ROADWAY DESIGN PAVEMENT DESIGN
ENNNEER, ENGINEER
%
SEAL
40655
GRAW
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
A�T a .MuroRroN rHss,wOoa nssoc,.,rEs. INC
���To,�,A� o���asHo:�s�
rsr sss�es F�.c.nrr �,.�
NCBELS LICENSE N F-1049
FINAL
PAVEMENT DESIGN
SCHEDULE
Cl 3" S9.5C
C2 VAR. S9.5C
D1 4" I19.00
D2 VAR. I19.00
E1 7" B25.00
E2 VAR. B25.00
J1 10" ABC
J2 7" ABC
P PRIME COAT
T EARTH MATERIAL
U EXISTING PAVEMENT
W VAR. WEDGE
NOTE: PAVEMENT EDGE SLOPES ARE 1:1
UNLESS SHOWN OTHERWISE
NOTE: PAVEMENT EDGE SLOPES ARE 1:1
UNLESS SHOWN OTHERWISE

DETAIL 4
DECK DRAIN DISSIPATOR PAD
( Not to Scolel
DISSIPATOR
PAD PI eN v1 w
'NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
GROUND
� L y
GEOTEKTILE
=358 k. p Type of U--90 TO GeoCL a Ri,Rg sy
-ROM STA. 18+77 TO STA. 19+05 -LNB- RT
FROM STA. 19+21 TO STA. 22+51 -LNB- RT
I'll tit
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j
7. 7+87.2914 7
II
alI
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\\�\ f ill
MTL
~ TU Y40k/ ~LE
- I
r -� M?L-r-
-B5389-1 -- -- - _�
I
BM•1 ELEVATION • 719.23
N 861043 E 1551007 Ill
RR SPIKE SET IN 13' TREE
........................... Ill
WOODS 7
BY-5
DETAIL 3 DETAIL 1
RIP RAP AT EMBANKMENT LATERAL 2' BASE DITCH
I Netro Scalel (Nat.. Scolel
10'min. 6
Na oral
Ditch 1.0'min. 1.5 0. Gmand 7., ♦ ~- Fill
Grade a D T' I'H. slope
GEDTEXTI.E B
Min. D=1.5 Ft.
GEOTEXTILE Max. -1.5 Fl.
Type of Liner= 13 TONS,CL I Rip -Rap 'when B is < 6.0' B=2.0 H.
Geolextile= 20 s Type of Liner=Class B Rip -Rap h=5.0 Ft.
STA. 19+55 -LNB- LT FROM STA.15+00 TO STA.19+55 -LNB- LT
BEGIN TIP PROJECT
-LNB- STA. 12 + 62.50
BEGIN 3" OVERLAY
-I ' PROJECT REFERENCE NO. SHEET NO.
-LNB- B-5389 4
PI Stc 10+3797 PIS Sto 13+88.33 W SHEET NO.
= 5' 02' 10B' (LT) 6s = )'30' 28.0e ROADWAY DESIGN HYDRAULICS
EN��NEER, ENGINEER
D = P 00' 18.7a Ls = 300.00, I EE
L = 50/03' LT = 2000/' ••• N CARS'•., �N Apo,"',,
T = 25068' ST = 100.0/' ;=OF`�oFESSio� G'•; °�Q, SS o�;y
R = 5,700.00' 9 = 'oF y =9
SE = SEE PLANS SEAL = =a SEAL �=
40655 = = 26971 =
....It II
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1 WILLIAM STEVEN CLODFELTER A. Al--THo�ss�ons"-- spy
O AND WIFE BM•2 ELEVATION - 708.96 ���s,srrucuu a„uNvio m%eNcm�Ws
i9:n�assses,
JESSIE J. CLODFELTER N 961147 E 155225a c,44�T�,onrWMo.rnN
JE SIE J. LO RR BPI KE =SET IN=l8- SYCAMORE NCBELS LICENSE p El 049
N 341
O SEE SHEET 8 FOR PROFILE VIEW
=`o JEFFREY W. DOUB AND SPOUSE
_ o MELISSA B. DOUB AND
DARRELL DOUB AND SPOUSE
BEGIN GRADE LEANN M. 1DOUB
29 / O
DB 891 PG 129 V/
-LN B- STA. 16 + 00.00
END 3" OVERLAY
O
BEGIN BRIDGE / / 0
-LN B- STA. 18 + 34.54 1a°.00' LT +00'0° 0
-LNB- ST Sta. /5+88.32 155.00' LT is+o.00 L o iao:00' LT
555.00' LT E 155:00' 95.00' LT
1ao.00' Lr E �
END WOVEN WIRE FE CE CV
BILLBOARD /E LNB STA. 19+58 .4 F
'I WOODS '1 Z" IATERAL 2'BASE
• DITCH CL B RIPRAP E F P U
Fs EST. 255 TON
EST. 691 SY GFD
SEE DETAIL 1
+40.00 RIPRAP AT
9y. CL II RIP RAP TO EMBANKMENT 7
EXRW SHOULDER POINT SEE DETAIL L
N.
EXISTING /W EXISTING R/W / I LNB-$ :1 +85
BEG J
_ .. .. TO REMOVED
48' 1?
WOODS SB+ FROM STA. I
EGIN WOVEN WIRE FENCE ___----- -- - 17+94 -LNB- TO '
41 z LNB STA. 14+40 APER IT APP. SLAB LT & RT 0401 WOODS
- z'-i--- _ 0.1 GREU TL-3 '^ TO BE REMOVED CAT-1
L F ^ d TM TB 2 .
CA 9T� O N .. .. .. ' ^
_ •� I 1
IS 42/NBL 24'B57 ---air- - ---- -- --
Qk. Iro I li -LNB-I
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r- Z- ------ \ O p
�--- r--.r---z--r---z----r---z-- CAT-
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--- -- --
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------___ AM
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_-`---z---iL ---REMOVE &REPLACE m---- ZI 1iEMOVE 7.-ND- ------ -- --- � ---T- /I -III REPLACE 2GI <Dls-- N US 42/SBL 35'B5T- - - - - - - - - - --------- + 100'TAPER LT 8 RT1 SEE DETAIL 4
r------------------------------ _--------- _
-- z---=---------_------------ ----- ------------------
mlo----.---- -r-- I-=__ --_ -_-r r---z----r---z----r---z----r--- - .. -------r--- z----r---=�Lu
--- - n---
r' -�--_ ♦ MTL METAL FLUME
}IlM MTL _r RETAIN �1ETAL 7LUME '� Ea METAL FLUME Uri -RETAIN I
uj
.. \ .I
WOODS „•� .. .. .. .. .. .. .. .. .. .. .. .. .. .. .j _. ro _. .. RETAIN
a \
I
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slcNo B5389-2
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BEGIN BRIDGE
-LNB- STA. 18+34.54
END BRIDGE
25'
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-LNB- STA. 23+20.46

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95.00' LT
DDE = 16 CY
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AVA TO NG
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END WOVEN WIRE FENCI
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B-5389 5
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0
END GRADE
—LNB— STA. 30 + 00.00
W. DOUB AND SPOUSE
BEGIN 3" OVERLAY
—LNB— POT Sta.34+00.00
OJEFFREY
MELISSA B. DOUB AND
DARRELL DOUB AND SPOUSE
LEANN M. DOUB
155.0U' LT
DB 891 PG 129
END TIP PROJECT
B-5389
—LNB— STA. 33 + 00.00
E E E E
END 3" OVERLAY
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END WOVEN WIRE FENCE
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DB 1139 PG 533
LEGEND
_ PAVED SHOULDER
SKETCH
SHOWING BRIDGHAVEMENT RELATIONSHIP
BEGIN BRIDGE
—LNB— STA. 18+34.54
END BRIDGE
2s'
—LNB— STA.22+96.46
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-LNB- STA. 23+20.46
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RR SPIKE SET IN 13TREE i1
...........................
DETAIL 7
RIP RAP AT EMBANKMENT
INofro Scalel
10'mia.
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1.0'mi. 1.5 B.
Grad
GEOTMILE
Typa of Li,— 13 TONS,CL I Np-Rap
Geofaxlile= 20
_ STA. 16+96 -DETNB- LT
I II
BY-6
WOODS
PROJECT REFERENCE NO.
SHEET NO.
B-
6
DETOUR -DETNB-
-DETNB-
DESIGN SPEED 55 MPH
P1 Sto //+46.99 P1 Sto 14+20.69
L = 13'58'02.2°(LT) A = 12'11'59.9"(RT)
W SH
RhV SHEET NO.
ROADWAY DESIGN
EVVEER
HYDRAULICS
ENGINEER
I.
D = 4 46' 33.7x D = 4' 46' 33.7'
L = 29245' L = 25544'
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40655
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= 26971
ROFF = 154' ROFF = 154'
DS = 55 MPH DS = 55 MPH
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W. LOGAN JACKSON, JR.
PIN DB 964 PG 129
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- LEGEND
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_ PAVED SHOULDER
1 WILLIAM STEVEN CLODFELTER
AND WIFE
JESSIE J. CLODFELTER
DB 291 PG 341
IN. to SmI
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'When B iz , 6.0' B=2.0 Ft.
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FROM STA. 12+38 TO STA-1A+96 -DETNB- LT
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UNLESS ALL SIGNATURES COMPLETED
A. M-- T—AS A— Assoc — I-
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N 861147 E 1552258 c ,�un�cmurvurom
� RR SPIKE SET IN 18. SYCAMORE NCBELS LICENSE W F-1049
...........................
N N O SEE SHEET 9 FOR PROFILE VIEW
o JEFFREY W. DOUB AND SPOUSE
_ P MELISSA B. DOUB AND
DARRELL DOUB AND SPOUSE
LS 891 PI 129 / O
DB 891 PG 129
— PT Cfn IF4.d7RQ � —DETNB— STA. 15+76
LAT. 2' BASE
DITCH v✓CL B RIPRAP 140.00' LT E
EST 254 TONS ODE = 374 CY
EST 689 SY GFD E
SEE DETAIL 5
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L---
-------------
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MTL z____r___z_ I
DARRELL DOUB AND WIFE
LEANN M. DOUB
DB 1139 PG 533
I APPROX.
DIRECTION
ONLY
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I 95.00' LT
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00
WF0
CON
W
CO
Lu
W
Lu
rr ,
WOODS v
Lu
EXISTING R/W
SKETCH SHOWING BRIDGHAVEMENT RELATIONSHIP
IRIDGE
STA. 15+76.6 �°� ENDBRIDGE
IDSTA. 20+36.69
TEMP TEMP
TYPE B-77 TYPE B-77
o -DETNB- o
S 70' 53' 48.2" E
TEMP / I ^ TEMP
TYPE B-77 �a Ln TYPE B-77
�a -LNB-
S 70' 53' 48.2x E
I � J
2
F—
Q
I,

-DETNB-
P1 Sto 26+52.76
P1 Sto 29+14.74
,L = /2° 30' 43.8' (RT)
L = /2" 30' 43.6' (LT)
D = 4 46' 33.7'
D = 4' 46' 33.7"
L = 26198'
L = 26198'
T = 131.55'
T = /3/.55'
R = 1,200.00'
R = 1,200.00'
SE = 0.04
SE = 0.04
ROFF = 154'
ROFF = 154'
DS = 55 MPH
DS = 55 MPH
R
END TEMP BRIDGE
-DETNB- STA. 20+36.69
Zr—
mE E DDE = 129 CY E
F I—r1
57' <WF
DETOUR —DETNB—
DESIGN SPEED 55 MPH
a
DETAIL 6
LATERAL 2' BASE DITCH
(Not t. S-Iei
b
Nat I t—
Ground j,L D .(,� lifl. Fill
SI.,
Min. D=2.0 Ft.
�»1 8-2.0 H.
b=5.0 Ft.
FROM STA. 19+16 TO STA. 22+06 -DETNB- LT
END —DETNB— GRADE
—DETNB— STA. 28+76.22=
—NBL— STA. 31 +31.55 11.88' LT
LAT.2' BASE DITCH / O JEFFREY W. DOUB AND SPOUSE -DETNB- PRC Sto. 27
SEE DETAIL 6 2 MELISSA B. DOUB AND
% DARRELL DOUR AND SPOUSE
LEANN M. DOUB +
DB 891 PG 129 155.00' LT
IT
.T
E 70.00 E E E E E E
��1135.00'
LT TEMP. CL 'B'RIP RAP
00' LT EST.1 TON-DETNB- PC Sta. 25+21.210_LT__--_-- -_--EST-S SY GF \
______________________ _____
-----___ +5000
i_TL_z___s____
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O_ ,
i r__
TEMP. CL 'B' RIP RAP
EST. 1 TON
_ EST. S SY GF — — —
_x___1____x___s____x___s____x___s MTL
----------------------
SEAT=729.68' —J---------------
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Iml
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R
PROJECT REFERENCE NO. SHEET NO.
B-5389 7
RAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
EN��NEER, ENGINEER
ulult„q/
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SEAL = zc SEAL
40655 = = 26971 =
eQ f 'JvCINFAQ
lnnmt
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
AMTcAirruco oriveuseuonnss�mErA xusrax, rvcz eas
uuur �,>,wrsU�un�-cm�.Fam�ctrom
NCBELS LICENSE # F-1049
SEE SHEET 9 FOR PROFILE VIEW
-Ut I Nb- l- / )TG.,)U*4.7.1f =
-NBL- POT Sto.33+00.00
US 421 NBL 245BS7
---- ---- ----
---- — -------------------
MTL r___ _ ---
z_rz__r___z____ ___ _ ___r____r___r__
:ONC PAVED DITCH �NC PA�rED DITCH
ice= MTL
s___,________z__—_x___s____x___s____x___s____z___s____z___s____z___s____z___s____z___x____•____x___s____ x_____xJL__s____x___s____c
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-_�� US 42/SBL 25'BST
11 —r TO LEWISVILLE
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III
w000s u� BL-4
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II
LEGEND
DARRELL DOUB AND WIFE
LEANN M. DOUB PAVED SHOULDER
DB 1139 PG 533
SKETCH SHOWING BRIDGEiPAVEMENT RELATIONSHIP
MIDGE
STA. 15+76.6 END
ID GE
TNBSTA. 20+36.69
TEMP TEMP
TYPE B-77 TYPE B-77
o -DETNB- o 4—
S 70° 53' 48.2' E 4--
'TEMP / 1 ^ TEMP
TYPE 11-77 �1 ;a Lr) TYPE B-77
I� 1
�1 -LNB-
j S 79 53' 48.2' E
I � J