HomeMy WebLinkAbout20201570 Ver 1_Meeting Request Review Doc Attachment_20201027Consulting Engineers
Middlesboro,
Kentucky
606 248 6600
Tri-Cities,
Tennessee
423 467 8401
Copyright 1994 Vaughn & Melton, Inc.
All Rights Reserved
c
Charlotte,
North Carolina
Tennessee
865 546 5800
Knoxville,
South Carolina
864 574 4775
Spartanburg,
Asheville,
North Carolina
828 253 2796
4
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
7/19/2018 10:38:01 AMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_rdy_tsh.dgnUser:jddavesCONTRACT:DEPARTMEN
T
O
F
TRA N S PORTATIONSTATE O F NORT
H CAR
O
LI
NAPrepared in the Office of:
VAUGHN & MELTON
ASHEVILLE NC, 28806
1318-F PATTON AVE.
RIGHT OF WAY DATE:
LETTING DATE:
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
DESIGN DATA
FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS
NCDOT CONTACT:
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (HORIZONTAL)
0
PROFILE (VERTICAL)
MPHV=
=
=
ADT
ADT
008/17/11704 357 0488
0
PE
R/W
CONST.
GRADING, DRAINAGE, PAVING, AND STRUCTURE
REECE SCHULER, PE
JOSH DEYTON, PE
=T
MACON COUNTY
DIVISION 14 - BRIDGE MANAGER
ON SR 1448 (WEST OLD MURPHY ROAD)
Z
TO SR 1133 TO SR 1128
Murphy Rd.
W est Old
N/A14SP.20561.1
14SP.20561.1 N/A
14SP.20561.1 N/A
LENGTH ROADWAY TIP PROJECT 14SP20561.1 = 0.056 MI
14SP.20561.1
LENGTH STRUCTURE TIP PROJECT 14SP.20561.1 = 0.012 MI
TOTAL LENGTH OF TIP PROJECT 14SP.20561.1 = 0.068 MI14SP.20561.120 401020
20 10 20 40
4 2 4 8
5902011
880
55
7%
-L- STA. 12+93.72
BEGIN BRIDGE
-L- STA. 13+56.32
END BRIDGE
N. Jones Creek Rd.
Jo n es Creek Rd .
A
lliso
n
W
a
tts R
d
.DAVID DAVES
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83 NA 2011NC GRIDAIN
HT
OR LR
O
CA
ROFESSI
ON
GE
NREINE
SEALPNAL
REE
CE M. SCHULER26960NORH C
ROLI
N
APROFESSIONAL
ENGINEER
T A
RUONDIR .S YEL
DARB033023
S E A L
24
2031
-L- STA. 14+96.12
END CONSTRUCTION
-L- STA. 15+00.00
END PROJECT 14SP20561.1
-L- STA. 11+40.00
BEGIN PROJECT 14SP.20561.1PROJECT:DALRYMPLE ROAD -DR1-
SR 1448 WEST OLD MURPHY ROAD -L-
Clearing on this project shall be performed to the limits established by method II.
This project is not within the boundary of any municipality.
ALLISON CREEK
BRIDGE NO. 343 OVER ALLISON CREEK
ALLISON CREEKLOCATION
PROJECT
JULY 21, 2017
DECEMBER 8, 2020
FUNC CLASS =
SUBREGIONAL TIER
LOCAL COLLECTOR
MINOR
2018 STANDARD SPECIFICATIONS
VICINITY MAP
1448
1448
11331132
1303
1302
1303
1304
1308
1306
1301 1128
1128
11301131
Detour Route
NAD 83 NA 2011
NC GRID
DocuSign Envelope ID: 0AD1B2C2-5EF0-4417-BE78-244C2C7C15A2
2/4/2019
2/4/2019
ENGINEER
SHEET NO.PROJECT REFERENCE NO.7/19/2018 11:17:02 AMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_psh01a.dgnUser:jddavesROADWAY DESIGN
14SP.20561.1 AIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
REE
CE M. SCHULER26960
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED 1A
FOR ROADS AND STRUCTURES.
ACCORDANCE WITH SECTION 801 OF THE 2018 NORTH CAROLINA STANDARD SPECIFICATIONS
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT IN
RIGHT-OF-WAY MARKERS:
UTILITY OWNERS ON THIS PROJECT ARE: Duke Energy and Frontier Communication
UTILITIES:
APPROACHING A BRIDGE.
SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS-
END BENTS:
MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
SUBSURFACE PLANS:
WORK" IN ACCORDANCE WITH SECTION 104-7.
SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC WILL BE PAID FOR AS "EXTRA
TEMPORARY SHORING:
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
GUARDRAIL:
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.02
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SHOULDER CONSTRUCTION:
SECTIONS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
STD. NO. 225.05 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
SUPERELEVATION:
METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
CLEARING:
PROPER TIE-IN.
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
GRADING AND SURFACING OR RESURFACING AND WIDENING:
REVISED:
EFFECTIVE: 01-16-2018
GENERAL NOTES: 2018 SPECIFICATIONS
876.02 Guide for Rip Rap at Pipe Outlets
862.03 Structure Anchor Units
862.02 Guardrail Installation
862.01 Guardrail Placement
846.04 Drop Inlet Installation in Shoulder Berm Gutter
846.01 Concrete Curb, Gutter and Curb & Gutter
840.66 Drainage Structure Steps
840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates
840.29 Frames and Narrow Slot Flat Grates
840.25 Anchorage for Frames - Brick or Concrete or Precast
840.00 Concrete Base Pad for Drainage Structures
DIVISION 8 - INCIDENTALS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
422.03 Reinforced Bridge Approach Fills - Type A Alternate Approach Fill for Integral Abutment
DIVISION 4 - MAJOR STRUCTURES
300.01 Method of Pipe Installation
DIVISION 3 - PIPE CULVERTS
225.04 Method of Obtaining Superelevation - Two Lane Pavement
225.02 Guide for Grading Subgrade - Secondary and Local
200.02 Method of Clearing - Method II
DIVISION 2 - EARTHWORK
STD.NO. TITLE
project and by reference hereby are considered a part of these plans:
N. C. Department of Transportation - Raleigh, N. C., Dated January, 2018 are applicable to this
The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch -
2018 ROADWAY ENGLISH STANDARD DRAWINGS
REV.
EFF. 01-16-2018
S-1 THRU S-13 STRUCTURE PLANS
X-1 THRU X-7 CROSS-SECTIONS
X-1A CROSS-SECTION SUMMARY
RF-1 THRU RF-3 REFORESTATION PLANS
EC-1 THRU EC-5 EROSION CONTROL PLANS
PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS
TMP-1 THRU TMP-3 TRAFFIC CONTROL PLANS
4 PLAN AND PROFILE SHEET
3D-1 DRAINAGE SUMMARY
PAVEMENT REMOVAL SUMMARY
SUMMARY OF GUARDRAIL, AND ASPHALT
3B-1 SUMMARY OF EARTHWORK
AND WEDGING DETAILS
2A-1 PAVEMENT SCHEDULE, TYPICAL SECTIONS,
1C-1 SURVEY CONTROL SHEET
1B CONVENTIONAL SYMBOLS
LIST OF STANDARD DRAWINGS
1A INDEX OF SHEETS, GENERAL NOTES, AND
1 TITLE SHEET
SHEET NUMBER SHEET
INDEX OF SHEETS
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
2/4/2019
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.
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
1B14SP.20561.1
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
-L-
GR
>
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
NOTES:
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/
INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT
CONTROL INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
-FINAL- ROW Marker Iron Pin and Cap-E
SHEET NO.PROJECT REFERENCE NO.6/2/992/4/2019 3:09:28 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_ls_1c-1.dgnUser:jddavesLocation and Surveys
NOTE: DRAWING NOT TO SCALE
GEOID MODEL - G12NC
SURVEY CONTROL SHEET 55-0343
-FINAL-
1C-155-0343
ELEV.=2,256.92'
E=662,576.9200
N=527,414.8920
LOCALIZED PROJECT COORDINATES
NCDOT BASELINE MONUMENT (BL-1)
ELEV.=2,257.28'
E=662,827.7360
N=527,702.9240
LOCALIZED PROJECT COORDINATES
NCDOT BASELINE MONUMENT (BL-2)
SR 1448 WEST
20' BST
GRGR
SR 1448 WEST OLD MURPHY ROAD
20' BSTGR
GR
PC Sta. 11+11.22 PT Sta. 11+63.97
POT Sta. 11+63.88
-L- POT STA 13+80.04
-DR1- POT Sta. 10+00.00
PC Sta. 14+15.90
PCC Sta. 15+20.02
PT Sta. 17+89.03
ELEV=2,258.12'
BM-1
ELEV=2,252.82'
BM-2
ELEV.=2,256.29
E=662,988.1460
N=527,944.9910
LOCALIZED PROJECT COORDINATES
NCDOT BASELINE MONUMENT (BL-3)
>
-L- STA. 11+40.00
BEGIN PROJECT 14SP.20561.1
-L- STA. 15+00.00
END PROJECT 14SP.20561.1
ELEV.=2,251.00'
E=663,077.1110
N=528,242.4470
LOCALIZED PROJECT COORDINATES
NCDOT GPS MONUMENT (GPS-101)
825.92'S 30°29'31.8" W
WOODS
WITH NAD 83/NSRS 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 528242.4470(ft) EASTING: 663077.1110(ft)
ELEVATION: 2251.00(ft)
(GROUND TO GRID) IS: 0.9997722476
S 30° 29' 31.8" W 825.92'
550343_LS_CONTROL.TXT
NC GRID
NAD 83 NA 2011
MURPHY ROAD
OLD
-DR1-GRHTR
ALIGN STATION OFFSET NORTH EAST
L 11+40.00 -12.00 527538.53610 662648.88848
L
L
L 14+15.90
L 14+35.00 -35.00 527777.21290 662822.72495
L 14+70.00 -35.00 527803.65242 662843.73891
L 14+85.00 -30.00 527812.22351 662856.47247
L
L
L 30.00
L 13+70.00 30.00 527685.95723 662830.38729
L 13+67.00 40.00 527677.17419 662836.03158
L 13+50.00 40.00 527664.26342 662824.97567
L 30.00
L 11+50.00 30.00 527518.87943 662687.32590
L 11+40.00 12.00 527522.96937 662667.15531
NCDOT FOR MONUMENT "550343 G-101"
"550343 G-101" TO -L- STATION 11+40.00 IS
14+85.00 527787.17304 662890.18411
13+30.00 -35.00 527697.85319 662754.99839
14+35.00 527735.88522 662872.89489
11+40.00 -35.00 527553.45421 662631.38277
14+96.12 -12.02 527810.35113 662877.41180
13+40.00 527663.17042 662810.87419
L 14+70.00 30.00 527764.10564 662895.32429
12.00
ALLISON CREEK ALLISON CREEK662810.87025527763.09870-35.00
3 BL3 527944.9910 662988.1460 2256.29 16+68.52 14.13 RT
2 BL2 527702.9240 662827.7360 2257.28 13+81.16 16.95 RT
1 BL1 527414.8920 662576.9200 2256.92 OUTSIDE PROJECT LIMITS
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
BL
****************************************
LOCUST TREE
8" SPIKE SET IN THE ROOT OF A 24"
L STATION 17+38.00 48.84' LEFT
N 528032.64 E 662957.72
BM2 ELEVATION = 2252.82'
****************************************
****************************************
PINE TREE
8" SPIKE SET IN THE BASE OF A 15" WHITE
S 51°27'22.6" W Dist 121.41'
L STATION 9+92.11 23.55' LEFT
N 527433.17 E 662544.42
BM1 ELEVATION = 2258.12'
****************************************1015PT Sta. 9+75.00
TYPE STATION NORTH EAST
PC 11+11.22 527508.8200 662639.3856
PT 11+63.97 527548.9814 662673.5938
PC 14+15.90 527740.3334 662837.4549
PCC 15+20.02 527822.7971 662900.9415
PT 17+89.03 528062.7529 663020.5614
PT 9+75.00 527404.8876 662551.3309
-L- FINAL
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGN6/2/992/5/2019 10:50:24 AMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_rdy_typ.dgnUser:jddavesNOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
EXISTING PAVEMENT
PAVEMENT SCHEDULE
EARTH MATERIAL
U
T
E1
C1
THAN 5•" IN DEPTH.
E2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 1•" IN DEPTH.
C2
W PROPOSED WEDGING (SEE APPROPRIATE DETAILS)
MIN.
Wedging Detail
MIN.MIN.
Detail Showing Method of Wedging
C SURVEY L
3"
3"3"
TYPE B25.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE,
-L- STA. 13+56.32 (END BRIDGE)
USE TYPICAL SECTION NO. 3
TYPICAL SECTION NO. 3
CL
GRADE
POINT
EXIST. GROUND
C1
E1
GRADE TO THIS LINE
VARIES
EXIST. GROUND
C1
E1 T
GRADE TO THIS LINE
3'-0"
0.08
3'-0"
T **2:1TYPICAL SECTION NO. 1
USE TYPICAL SECTION NO. 1
-L-
0.02 FT/FT0.02 FT/FT
* 7'-0" WITH GUARDRAIL
7"7"
UW
-L- STA. 12+93.72 (BEGIN BRIDGE) TO
C1
C2
E2
U
E2
C1 C2 C1
E2
U UAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
REE
CE M. SCHULER26960
GUTTERLINE
1'-0"1'-0"
C
GRADE POINT
L RDWY &
1" TAPER1" TAPER
0.04 FT/FT 0.04 FT/FT
14SP.20561.1
4'-5"4'-5"
J1 8" ABC
USE TYPICAL SECTION NO. 4
-DR1- STA. 10+11.00 TO -DR1- STA. 11+60.00
5'-0"
EXIST. GROUND
GRADE TO THIS LINE
0.08
5'-0"
EXIST. GROUND
GRADE TO THIS LINE
2'-0"
0.08
2'-0"
C1C1
T T
GRADE
POINT
J1 J1 4:1CL
CL
-L-
-DR1-
TYPICAL SECTION NO. 4
0.08
IN EACH OF TWO LAYERS.
TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE,
11'11'
33'-0" OUT TO OUT
C2
11'11'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2A-1
C2
SEE XSC SEE XSC4:13:1 TO
VARIES
3:12:1 TO
8'-0"2:1OFFSET BLOCK
POST
2:1
TO FACE OF GUARDRAIL POST
1" OFFSET FROM BACK OF CURB
C1
6"
E1
E1
R
T
MIN.
2'-4"
INSET A
INSET A
3'-0"
-L- STA. 12+79 TO BEGIN BRIDGE LT AIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
REE
CE M. SCHULER26960
SHOULDER BERM AND GUTTER (NCDOT STD. DWG. NO. 846.01)R
11"
V INCIDENTAL MILLING (0"-3")
CL
GRADE
POINT
EXIST. GROUND
C1
E1
GRADE TO THIS LINE
VARIES
EXIST. GROUND
C1
E1
T
GRADE TO THIS LINE
3'-0"
0.08
3'-0"
T **2:1TYPICAL SECTION NO. 2
-L-
0.02 FT/FT0.02 FT/FT
7"
0.08
11'11'
3:12:1 TO
8'-0"2:1
SEE INSET A
* 7'-0" WITH GUARDRAIL
USE TYPICAL SECTION NO. 2
-L- STA. 13+56.32 (END BRIDGE) TO -L- STA. 14+06.32
-L- STA. 12+43.72 TO -L- STA. 12+93.72 (BEGIN BRIDGE)
-L- STA. 11+40 TO -L- STA. 12+43.72
-L- STA. 14+06.32 TO -L- STA. 14+96.12
" @ C/L BEARING2
1 3
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
DocuSign Envelope ID: 76483498-E564-4A2F-8A6D-7A5FEAB80CB4
2/5/2019 2/5/2019
WASTEBORROWUNDERCUTLOCATIONEMBT+%EXCAVATION
UNCLASSIFIED
GUARDRAIL SUMMARY
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
LENGTH
SHOP
CURVED FACED
WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
E.O.L.
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
SURVEY
LINE BEG. STA.END STA.LOCATION
XI
MOD
XI6/21/00AT-1
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
TYPE 350
ATTENUATOR
IMPACT
GUARDRAIL
FACED
SINGLE
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
EA G NG
G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
COMPUTED BY:
CHECKED BY:DATE:
DATE:SHEET NO.PROJECT REFERENCE NO.7/19/2018 8:16:30 AMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_psh03_sum.dgnUser:jddavesLOCATION
PAVEMENT REMOVAL SUMMARY
LINE BREAK-UP
ASPHALT
REMOVAL
CONCRETE
REMOVAL
CONCRETE
IN SQUARE YARDS
REMOVAL
ASPHALT
-L-
-L-
-L-
-L-
LT
RT
SUBTOTAL
PROJECT TOTALS:
ADDITIONAL GUARDRAIL POSTS=5 EA.
-L-
TOTAL
III
TYPE
-L-
LT
RT
JCG
14+45.17
TL-3
B-77
1
243.75
CURVED
SHOP
TYPE III
50
50
7
7
7
7
-150
STRAIGHT
6-14-16
will be paid for at the contract lump sum price for "grading".
excavation, fine grading, and clearing and grubbing
Approximate quantities only. Unclassified excavation, borrow 12+67 TO 12+90
13+74 TO 13+78
SAY
12+22.67 13+03.92
12+04.87 12+86.12
13+63.92
13+65.86 --
1
1
1
3
38
32
70
75
50
1
1
3
14SP.20561.1
13+46.12
1 1
1
1
1
1
81.25
81.25
81.25
TYPE III TL 2 3 @ 18.75'=
AT-1 1 @ 6.25'=-6.25
LESS DEDUCTIONS FOR ANCHORS
13+03.92
12+86.12
13+63.92
13+46.12
1
SAY
GRAND TOTAL
EST. 5% FOR REPLACING TOP SOIL ON BORROW PITS
SUMMARY NO.1
SUBTOTAL SUMMARY NO.1
PROJECT SUBTOTAL
SUMMARY NO.2
SUBTOTAL SUMMARY NO.2
-L- STA. 11+40 TO STA. 12+93.72 (BEGIN BRIDGE)
SUBTOTAL SUMMARY NO.2
SUMMARY NO.3
NOTE:
will be paid for at the contract lump sum price for "grading".
excavation, fine grading, and clearing and grubbing
Approximate quantities only. Unclassified excavation, borrow
IN CUBIC YARDS
SUMMARY OF EARTHWORK
DOUBLE
4
4
4
4
037.5
--
-56.25 -18.75
25
3B-1
17
5
202 185
34
34
40
606
577606
5
5
339
339
334
334
29
-DR1- STA. 10+11.00 TO STA. 11+60.00
7
7
65
65
58
58
-L- STA. 12+93.72 (BEGIN BRIDGE) TO STA. 13+00 0 0
22 202 180
-L- STA. 13+56.32 (END BRIDGE) TO STA. 14+96.12
GREU TL-3 3 @ 50'=
GREUGREU
5
WASTE IN LIEU OF BORROW
5
GEOTEXTILE FOR SOIL STABILIZATION = 25 SY
CLASS IV SUBGRADE STABILIZATION = 25 TONS
SELECT GRANULAR MATERIAL = 25 CY
UNDERCUT EXCAVATION = 25 CY
INCIDENTAL STONE = 25 TONS
CONTINGENCY ITEMS:
-5
5
610
601
STATIONSTATION
LINE
SURVEY LENGTH
SAY:
TOTAL:
-L-
SHOULDER BERM GUTTER SUMMARY
13+04.00 LT12+79.00 LT 25.00'
25.00'
25'
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
6/21/00DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
COMPUTED BY:
CHECKED BY:DATE:
DATE:SHEET NO.PROJECT REFERENCE NO.7/19/2018 12:46:22 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_psh03_sum.dgnUser:jddavesSIZE A BQUANTITIESFOR DRAINAGESTRUCTURESENDWALLS
STATION
STRUCTURE NO.R.C.P.C.S.P..109.079.109PER EACH (0' THRU 5.0')5.0' THRU 10.0'10.0' AND ABOVE* TOTAL L.F. FOR PAYQUANTITY SHALL BE COL.'A' + (1.3 X COL.'B')FROMTOTYPE OF GRATE
C.B. STD. 840.01 OR STD. 840.02ABBREVIATIONS
LOCATION (LT,RT, OR CL)REMARKS
12"15"18"24"30"36"42"48"12"36"42"48"
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
STANDARD 840.03
AND HOOD
FRAME, GRATES
CU. YDS.
OR GAUGE
THICKNESS
*FT.
LIN.TOP ELEVATIONINVERT ELEVATIONINVERT ELEVATIONSLOPE CRITICALOTHERWISE)
NOTED
(UNLESS
STD. 838.80
OR
STD. 838.11
STD. 838.01,
C.B.
N.D.I.
D.I.
J.B.
M.H.
CATCH BASIN
NARROW DROP INLET
DROP INLET
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLETT.B.D.I.
T.B.J.B.TRAFFIC BEARING JUNCTION BOX
G.D.I.GRATED DROP INLET
G.D.I. (N.S.)
(NARROW SLOT)
GRATED DROP INLET
48"42"36"30"24"18"15"DROP INLETCATCH BASINSECTIONTRANSITIONALCONCRETE(RCP, CSP, CAAP, HDPE, or PVC)
DRAINAGE PIPE
CORR. STEEL ELBOWS NO. & SIZECONC. COLLARS CL. "B" C.Y. STD 840.72CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71PIPE REMOVAL LIN.FT.DO NOT USE RCPDO NOT USE CSPDO NOT USE CAAPDO NOT USE HDPEC.S. PIPE
15"18"24".064.064.064.064(CLASS III)
R.C. PIPE
12"18"24"30"36"42"48"15"**" R. C. PIPE (CLASS V)**" R. C. PIPE CULVERTS, CONTRACTOR DESIGN PIPE**" R. C. PIPE CULVERTS, CONTRACTOR DESIGN PIPE15" SIDE DRAIN PIPE18" SIDE DRAIN PIPE(CLASS IV)
R.C. PIPE
SUB-REGIONAL & REGIONAL
See "Standard Specifications For Roads and Structures, Section 300-5".
TOTAL
GFE
JCG 6-14-16
14SP.20561.1
project construction stakeout.
Invert Elevations are for Bid Purposes only and shall not be used for NOTE:T.B.D.I. STD. 840.36T.B.D.I. FRAME WITH TWO GRATES STD. 840.371
1
1 1
11
4-1
4-1
4-2
OUT
56
12
12 56
3D-1
-L- 12+82.48 LT
LT-L- 14+52.45
2258.49 2255.49
2255.49 2253.20
2249.102249.40IN REMOVE EIXISTING 18" CMP
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
15" RCP
48" WW
WOODS
48" WW
WW
ROCK
1SBW 3S ELEC
W
1SBW 1S ELEC
1SBW2S ELEC
GR18" CMP
15" CMP 18" CMPGR
BST
3 BL3 527944.9910 662988.1460 2256.29 16+68.52 14.13 RT
2 BL2 527702.9240 662827.7360 2257.28 13+81.04 16.88 RT
1 BL1 527414.8920 662576.9200 2256.92 OUTSIDE PROJECT LIMITS
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET
BL
POSTS
WD
BRANCH
1'+/-
1SBW 3S ELEC
SR 1448 WEST OLD MURPHY ROAD S 24°11'42" E41.69'S 19°03'34" E43.92'S 10°59'54" W
22.10'
S 02°25'05" W
50.04'
S 26°50'48" W
20.76'
S 28°12'27" E
16.36'
JUNCTION
LOCATION OF PIPE
APPROXIMATE
20' BST 1' BRANCH1' BRANCHGATE
MTL
NAD 83 / (2011)
ALLISON CREEK ALLISON CREEK22.73'S 11° 20' 23" E
RETAIN
RETAIN
1
2
3
REVISIONS 20 scale
4
NORH C
ROLI
N
APROFESSIONAL
ENGINEER
T A
RUONDIR .S YEL
DARB033023
S E A L
14SP.20561.1
12+00 13+00 14+00 15+00
2,240
2,244
2,248
STRUCTURE HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
AT DATE OF SURVEY
W.S. ELEVATION
= 1400 CFS
= 25 YRS
= 2000 CFS
= 100 YRS
= 25+ YRS
= 2258.02 FT
= 1610 CFS
= 2257.5 FT
= 2250.6 FT
= 2257.2 CFS AIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
REE
CE M. SCHULER26960
4-1
4-2
2,260
2,256
2,252
2,272
2,268
2,264
2,272
2,268
2,264
2,260
2,256
2,252
2,248
2,244
2,240
-L-
-DR1-
10+00 11+00
2,260
2,256
2,252
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_psh04_psh.dgn12/10/2018 3:24:10 PMEST. 48 CY
ELEV. 2252.8
EXCAVATE TOEST. 70 CY
ELEV. 2252.4
EXCAVATE TO
LATERAL 'V' DITCH
D2:12:1
b
1"/Ft.
DETAIL A
Ground
Natural
b=3 Ft.
Min. D=1 Ft.SLOPE
FILL
2:12:1
D
( Not to Scale)
STANDARD 'V' DITCH
Min. D=1 Ft.
DETAIL B
Ground
Natural
Ground
Natural
FROM STA. 12+90 TO STA. 13+30 LT.
( Not to Scale)
TO LATERAL 'V' DITCH 11+40 TO 11+75
NOTE: TRANSITION FROM EX. DITCH
FROM STA. 11+75 TO STA. 12+90 LT
2,264
PAVED SHOULDER
PROPOSED FULL DEPTH
-L- STA. 12+79 TO BEGIN BRIDGE LT
SHOULDER BERM & GUTTER
-L-
NOT TO SCALE
SKETCH SHOWING RELATIONSHIP OF PAVEMENT WIDTH TO BRIDGE WIDTH
1'-1"
1'-1"33'-0"11'11'TYPE-III
TYPE-IIITYPE-IIIPC Sta. 11+11.22PT Sta. 11+63.97PC Sta. 14+15.9015PCC Sta. 15+20.02PI Sta 11+37.60
D
L = 52.76'
T = 26.38'
R = 10,000.00'
PI Sta 14+68.01
D
L = 104.12'
T = 52.11'
R = 1,000.00'
T = 135.41'R = 950.00'
-L- STA. 11+40.00
BEGIN PROJECT
-L- STA. 15+00.00
END PROJECT
-L- STA. 12+93.72
BEGIN BRIDGE
-L- STA. 13+56.32
END BRIDGE
-L- CURVE DATA
+40.29040202008028040506050804070906100711'11'-DR1- CURVE DATA
0302TYPE-III
TYPE-III
AT-1
SHOP CURVE R=20'
TYPE-III
8:1
8:1
8:1
R 15'R15'11'11'LT & RT
TO EXIST
60' TAPER
-L-
-DR1-
PI Sta 10+53.41
D
L = 47.12'
T = 30.00'
R = 30.00'
PI Sta 11+13.11
D
L = 62.65'
T = 32.66'
R = 90.00'
PT Sta. 11+43.11
POT Sta. 11+63.88 PC Sta. 10+80.45
PT Sta. 10+70.54
PC Sta. 10+23.41
-DR1- POT Sta. 10+00.00
-L- POT STA 13+80.04
-L- STA. 12+83.02
BEGIN APPROACH SLAB
-L- STA. 13+67.02
END APPROACH SLAB
RELOCATED TO NEW R/W
EXISTING FENCE TO BE
RELOCATED TO NEW R/W
EXISTING FENCE TO BE
LATERAL "V" DITCH
SEE DETAIL A
TYPE-III
SEE DETAIL B
STD. "V" DITCH
LT & RT
TO EXIST
96' TAPER
074109-L- STA. 14+96.12
END CONSTRUCTION
AT GRAVEL DRIVE
TO BE PLACED
7 TONS ABC
TYP.
19.25'01+30.67+32.25+62.47+55.40+11.00 -DR1-
TYP.
19.25'
GREU TL-3
GREU TL-3
GREU TL-3BRIDGE
EXISTING
REMOVE
10'10'10'10'
S.E. = 10% max.
DS = 60 m.p.h.
S.E. = 10% max.
DS = 60 m.p.h.
DB O-24 PG 331
DB R-5 PG 501
ROBERT WALTER WOODS
CHARLOTTE H. WOODS
DONALD LLOYD WALDROOP
WILL & ESTATES FILE 10-E / 300
DB R-31 PG 198
DUNG THI SON, ET. ALS.
DB J-20 PG 175
DB Z-5 PG 419 / SECOND TRACT
MRS. DOYLE DALRYMPLE
BEGIN GRADE
-L- STA. 11+40.00
EL = 2,257.44'
-L- STA. 14+96.12
EL = 2,257.22'
END GRADE
PI = 12+30.00
EL = 2,257.71'
(+)0.3039%(+)0.7143%
VC = 50'
K = 122
PI = 12+80.00
EL = 2,258.07'
(+)0.7143%(+)0.3000%
VC = 50'
K = 121
PI = 13+80.00
EL = 2,258.37'
(+)0.3000%(-)1.2260%
VC = 93'
K = 61
PI = 14+60.00
EL = 2,257.39'
(-)1.2260%(-)0.4674%
VC = 60'
K = 79
(5-4-09)
NWSEL =2250.6
100-YR. WSEL =2258.02
25-YR. WSEL =2257.2
BRIDGE
EXISTING
C/L ELEV. = 2,258.19'
SKEW = 120
1 @60', 24" CORED SLAB W/ 4' END CAPS
C/L STA. 13+25.02 -L-o
PI =11+75.000BEGIN SPEC. DITCH LT.El = 2,253.56'(-) 1.3183%El = 2,251.45'PI =13+30.000END SPEC. DITCH LT.2,258.63PI = 10+40.00
EL = 2,259.79'
(+)4.0000%(-)6.3539%
VC = 50'
K = 5
PI = 11+20.00
EL = 2,254.71'(-)6.3539%(+)0.9688%
VC = 75'
K = 10
BEGIN GRADE
-DR1- STA. 10+11.00
ELEV. = 2,258.63'
-DR1- STA. 11+60.00
ELEV. = 2,255.09'
END GRADE
12.00' RT
(EX. R/W)
+85.00 -L-
30.00' RT
+35.00 -L-
30.00' LT
+15.90 -L-
35.00' LT
+40.00 -L-
12.00' LT
(EX. R/W)
+40.00 -L-
12.00' RT
(EX. R/W)
+40.00 -L-
30.00' RT
+70.00 -L-
40.00' RT
+67.00 -L-
40.00' RT
+50.00 -L-
35.00' LT
+35.00 -L-
35.00' LT
+70.00 -L-
30.00' RT
+40.00 -L-
30.00' RT
+50.00 -L-
35.00' LT
+30.00 -L-
30.00' RT
+70.00 -L-
12.02'
(EX. R/W)
+96.12 -L-30.00' LT
+85.00 -L-
TBDI
15" CS
5 SY FF
1 TON
RIP RAP
CLASS B
18" CL IV RCPEST. EXCAVATION = 48 CY
UP TO ELEV. 2152.8
(STRUCTURAL PAY ITEM)
EST. 65 TONS CLASS II RIP RAP
EST. EXCAVATION = 70 CY
UP TO ELEV. 2152.4
(STRUCTURAL PAY ITEM)
EST. 61 TONS CLASS II RIP RAP REMOVE-DR1- STA. 11+60.00
END CONSTRUCTION
30.00' RT
+25.00 -L-
10.00' RT
+63.00 -DR1-
7.00' LT
+63.00 -DR1-
40.00' LT
+50.00 -DR1-
29.87' RT
+15.99 -L-
F
F
C
F
F
F
C
C
F
F
F
C
F
F
F
F
F
F
F
F
F
F
C
C
F
F
F
F
DocuSign Envelope ID: 0AD1B2C2-5EF0-4417-BE78-244C2C7C15A2
2/4/20192/4/2019
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS TMP-1
SHEET NO.User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\transmangplans\TMP-1.dgn2/5/2019 1:26:47 PMTRAFFIC CONTROL PROJECT ENGINEER
TRAFFIC CONTROL PROJECT DESIGN ENGINEER
STATE TRAFFIC MANAGEMENT ENGINEER
TRAFFIC CONTROL DESIGN ENGINEER
INDEX OF SHEETS
SHEET NO.TITLE
APPROVED:
DATE:
TRANSPORTATION MANAGEMENT PLAN
N.C.D.O.T. W ORK ZONE TRAFFIC CONTROL
PHONE: (919) 250-4094 FAX: (919) 250-4098
1020 BIRCH RIDGE DRIVE, RALEIGH, NC 27610 (DELIVERY)
1580 M AIL SERVICE CENTER (M SC) RALEIGH, NC 27699-1580
WORK ZONE SAFETY & M OBILITY
ONFOETATS
DEPARTMENT
OF TRANSPORTATIONANIL
ORACHTR
NFO
ETATSDEP
ART
ME
N
TOFRATNSPOR TATIONANILORA
C
HTRO
"from the M OUNTAINS to the COAST"
DEPARTE
N
OF ANSPORTA TIONTAE
OF NORT
H
ROL
NA
WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR
TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS
ENGINEER
PROJECT
ENGINEER
DESIGN
LLOYD D. BROWN,P.E.AIN
HT
OR LR
O
CA
ROFESSI
ON
GE
NREINE
SEALPNAL
LL
O
YD D. BROWN20119
TMP-1B TRANSPORTATION OPERATIONS PLAN: (MANAGEMENT
STRATEGIES, GENERAL NOTES, AND LOCAL NOTES)
AND LEGEND
TMP-1 TITLE SHEET AND INDEX OF SHEETS
PROJECT:14SP.20561.1TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3509
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455 704 357 0488
Charlotte, NCRaleigh, NC
MACON COUNTY
DIVISION 14
ON SR 1448 (WEST OLD MURPHY ROAD)
BEGIN PROJECT
END PROJECT
Z
Murphy Rd.
W est Old N. Jones Creek Rd.
Jo n es Creek Rd .
A
lliso
n
W
a
tts R
d
.KEITH T. BRIDGERSNAD 83 / (2011)TMP-2 SPECIAL SIGN DESIGN
NOTES, OFF-SITE DETOUR SIGNING AND ROAD CLOSURE
TMP-3 TEMPORARY TRAFFIC CONTROL DETAIL, PHASING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LOCATION: BRIDGE NO. 343 OVER ALLISON CREEK
JOSEPH E. HUMMER, P.E.
VICINITY MAP
OFF-SITE DETOUR
1448
1448
11331132
1303
1302
1303
1304
1308
1306
1301
1128
1128
11301131
DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4
2/5/2019
LEGEND
SHEET NO.PROJ. REFERENCE NO.
TMP-1A 14SP.20561.1
SEAL
APPROVED:DATE:
DEPARTE
N
O
F ANSPORTA TIONTAE
OF NORT
H
ROL
NA
WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR
DRAWINGS & LEGEND
ROADWAY STANDARD
STATIONARY SIGN
PORTABLE SIGN
STATIONARY OR PORTABLE SIGN
SIGNALS
PAVEMENT MARKINGS
E
M
P
T
PAVEMENT MARKING SYMBOLS
EXISTING LINES
TEMPORARY LINES
PAVEMENT MARKING SYMBOLS
EXISTING PROPOSED TEMPORARY
PORTABLE TRAFFIC SIGNAL
AIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
LL
O
YD D. BROWN20119
PAVEMENT MARKERS
CRYSTAL/CRYSTAL
CRYSTAL/RED
YELLOW/YELLOW
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3509
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455 704 357 0488
Charlotte, NCRaleigh, NC
FLAGGER
TRUCK MOUNTED IMPACT ATTENUATOR (TMIA)
FLASHING ARROW PANEL (TYPE C)
TRAFFIC CONTROL DEVICES
CONE
DRUM
CHANGEABLE MESSAGE SIGN
SKINNY DRUM
BARRICADE (TYPE III)
TEMPORARY SIGNING
LAW ENFORCEMENT
TEMPORARY CRASH CUSHION
TUBULAR MARKER
NORTH ARROW
GENERAL
EXIST. PVMT.
PROPOSED PVMT.
WORK AREA
TEMPORARY PAVEMENT
DIRECTION OF TRAFFIC FLOW
User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\transmangplans\TMP-1A.dgn2/5/2019 1:31:21 PMROADWAY STANDARD DRAWINGS
TITLESTD. NO.
1101.02 TEMPORARY LANE CLOSURES
1101.05 WORK ZONE VEHICLE ACCESSES
1101.11 TRAFFIC CONTROL DESIGN TABLES
1110.01 STATIONARY WORK ZONE SIGNS
1110.02 PORTABLE WORK ZONE SIGNS
1135.01 CONES
1145.01 BARRICADES
1130.01 DRUMS
1150.01 FLAGGING DEVICES
1101.01 WORK ZONE ADVANCE WARNING SIGNS
1101.03 TEMPORARY ROAD CLOSURES
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED
A PART OF THESE PLANS:
N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2018
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
1205.12 PAVEMENT MARKINGS - BRIDGES
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS
1205.04 PAVEMENT MARKINGS - INTERSECTIONS
DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4
2/5/2019
LOCAL NOTES:
1)User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\transmangplans\TMP-1B.dgn2/5/2019 1:32:18 PMEMERGENCY VEHICLE ACCESS MUST BE MAINTAINED
AT ALL TIMES.
STRATEGIES
MANAGEMENT
PLAN
TRANSPORTATION OPERATIONS
SHEET NO.PROJ. REFERENCE NO.
TMP-1B
APPROVED:DATE:
DEPARTE
N
O
F TAE
OF NOR
WORK
Z
ONE TRDIVISION OF
T
S
M
TT
ANSPORTA TIONT
H
ROL
NA
AFFIC
CONTROL
HI
GHW
A
YSCAI
RAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
LL
O
YD D. BROWN20119
2)
TRAFFIC PATTERN ALTERATIONS
A) NOTIFY THE ENGINEER THIRTY (30) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATION.
SIGNING
TRAFFIC CONTROL DEVICES
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3509
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455 704 357 0488
Charlotte, NCRaleigh, NC
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
ENGINEER.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN
OR DIRECTED BY THE ENGINEER.
PAVEMENT MARKING
& LOCAL NOTES)
(MANAGEMENT STRATEGIES, GENERAL NOTES
GENERAL NOTES
LOCAL NOTES
CONSTRUCTION PLANS.
ALONG THE EXISTING ROADWAY ALIGNMENT AS SHOWN IN THE
REMOVE AND REPLACE EXISTING STRUCTURE AND APPROACHES
CONSTRUCTION
TRAFFIC WILL BE DETOURED OFF-SITE DURING THE CONSTRUCTION PERIOD.
TMP DESIGN PARAMETERS
TRAFFIC PATTERN.
D) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY.
E) PLACE TYPE III BARRICADES WITH "ROAD CLOSED" SIGN R-11-2 ATTACHED
(SEE ATTACHMENT MARKING PLANS)
F) INSTALL PERMANENT PAVEMENT MARKINGS PAINT ON FINAL SURFACE OF THE ENTIRE PROJECT.
G) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
BETWEEN CLOSURE POINTS AT ALL TIMES DURING CONSTRUCTION.
LOCAL ACCESS TO ALL RESIDENCES AND BUSINESSES WILL BE MAINTAINED
ROUTE AS SHOWN IN THE TRAFFIC CONTROL PLANS.
PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR
TRAFFIC CONTROL PLANS.
ROAD ACCORDING TO THE ROADWAY STANDARD DRAWINGS AND
B) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE
DETOUR WHEN THE DETOUR IS NOT IN OPERATION.
COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED FOR THE OFF-SITE
CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION.
C) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO
OPERATIONS
TRANSPORTATION
14SP.20561.1
BOARD 30 DAYS PRIOR TO ROAD CLOSURE.
NOTIFY THE FIRE DEPT, E.M.S., AND MACON COUNTY SCHOOL
CLOSE SR 1448 (WEST OLD MURPHY ROAD) AND DETOUR TRAFFIC OFFSITE
(SEE SHEET TMP-3)
THE OFF-SITE DETOUR WILL INCLUDE SR 1448, SR 1133, SR 1131 AND SR 1128
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4
2/5/2019
D
Orange
Ground
HTSYMBOLXWIDY
Letter spacings are to start of next letter Text Length
Series/Size
Spacing Factor is 1 unless specified otherwise
GS40_ENGLFILENAME:
TYPE:
QUANTITY:
SIGN WIDTH:
HEIGHT:
MAT'L:ALUMINUM
BORDER TYPE:
RECESS:
WIDTH:
RADII:
NO. Z BARS:
LENGTH:
BACKG. COLOR:
COPY COLOR:
DESIGN BY:
PROJECT ID:DIV:
in.
DATE:
USE NOTES:
Legend and border shall be direct applied1.
2.
0.063 in.(1.6 mm)
FLUSH
User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\transmangplans\TMP-2.dgn2/5/2019 2:25:37 PMAPPROVED:DATE:
DEPARTE
N
O
F ANSPORTA TIONTAE
OF NORT
H
ROL
NA
WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR
AIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
LL
O
YD D. BROWN20119
PROJ. REFERENCE NO.SHEET NO.
CHK BY: LDB
TOTAL AREA:
CGM
DESIGN
SPECIAL SIGN
Black
3.8 Sq. Ft.
1'-6"
0.38"
4.4 2.0 2.23.6 2.5 2.6 2.5 3.2 2.6 4.4
C 2000/4
2'-6"
12
Aug 17, 201614
0.63"
W E S T O L D
M U R P H Y R D
3.5 3.2 2.8 2.7 2.7 2.6 2.6 1.6 2.7 2.2 3.5
21.3
23.0
C 2000/4
14SP.20561.1
14SP.20561.1
TMP-2
3.5"23"3.5"
2'-6"
3.5"
4"C
3"
4"C
3.5"1'-6"Panel Style: construction_guide.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=1.5"
TH=0.63"
IN=0.38"
1.5"
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SIGN NUMR: I-1
black non-reflective sheeting.
Background shall be NC grade B fluoresent
orange retroreflective sheeting.
1,2
DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4
2/5/2019
APPROVED:DATE:
DEPARTE
N
O
F ANSPORTA TIONTAE
OF NORT
H
ROL
NA
WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR
SHEET NO.PROJ. REFERENCE NO.User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\transmangplans\TMP-3.dgn2/5/2019 2:24:11 PMAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
LL
O
YD D. BROWN20119
14SP.20561.1
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3509
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455 704 357 0488
Charlotte, NCRaleigh, NC
OFFSITE DETOUR ROUTE
SIGN 1
SIGN 2
SIGN 4
21'' X 15''
M6-1 L
M4-8
24'' X 12''DETOUR
M6-1
21'' X 15''
M4-8
24'' X 12''DETOUR
DETOUR
END
24'' X 18''
M4-8 A
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
SIGN A
SIGN B
SIGN C
48'' X 48''
ROAD
CLOSED
500 FT
W20-3
48'' X 48''
ROAD
CLOSED
1000 FT
W20-3
NEXT RIGHT
42'' X 12''
SP-4R
48'' X 48''
AHEAD
DETOUR
W20-2
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
NEXT LEFT
42'' X 12''
SP-4L
SIGN E
SIGN F
SIGN D
M4-8
24'' X 12''DETOUR
SIGN 3
M6-3
21'' X 15''
30'' X 18''
SR 1448
INSET A
**
C
B
500'
500'
STA. 11+40+/-
SR 1128
B
500'
STA. 15+00+/-
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S)
M4-10R
R11-4
60'' x 30''
DETOUR 48" x 18"
ROAD CLOSED
THRU TRAFFIC
TO
TYPE III BARRICADE
M4-10L
R11-4
60'' x 30''
DETOUR 48" x 18"
ROAD CLOSED
TO
THRU TRAFFIC
TYPE III BARRICADE
PHASING
FOR ADDITIONAL WORK ZONE SIGNS.
SEE ROADWAY STANDARD DRAWING NO. 1101.03, SHEET 1 OF 9 AND 2 OF 9,-
AS PER ENGINEER'S INSTRUCTIONS, AND AS SHOWN HEREON.
- TRAFFIC CONTROL DEVICES 1 THROUGH 4 SHALL BE INSTALLED
ACCORDING TO ROADWAY STANDARD DRAWING 1101.03, SHEET 1 OF 9.
- TRAFFIC CONTROL DEVICES A THROUGH F SHALL BE INSTALLED
ALL DETOUR SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE NOTED.-
ALL DETOUR SIGN LOCATIONS ARE APPROXIMATE.-
NOTES:
SEE INSET A
AND ROAD CLOSURE
OFFSITE DETOUR SIGNING
PHASING NOTES,
CONTROL DETAIL,
TEMPORARY TRAFFIC
TMP-3
30'' X 18''
30'' X 18''
Murphy Rd.
W est Old
N. Jones Creek Rd.
Jo n es Creek Rd .A
lliso
n
W
a
tts R
d
.B
BRIDGE 343
SR 1448
SR 1133
SR 1448
4
D
3
B
F
1
A
1 Mile +/-
1
4
D
3
1
2
2
MURPHY RD
WEST OLD
MURPHY RD
WEST OLD
MURPHY RD
WEST OLD
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83 / (2011)SEE SHEET TMP-2
SEE SHEET TMP-2
SEE SHEET TMP-2
I-1
I-1
I-1
****
*
**
3
(4.3 MILES)
3
3
2
MURPHY RD
WEST OLD
I-1
30'' X 18''
SEE SHEET TMP-2
SIGNING AND DETOUR ROUTE SIGNING.
STEP 4: - OPEN TO FINAL TRAFFIC PATTERN, AND REMOVE ALL TRAFFIC CONTROL DEVICES,
FROM STATION 11+45+/- -L- TO STATION 14+65 +/- -L-. (SEE CONSTRUCTION PLANS).
STEP 3: - PLACE FINAL PAVEMENT MARKINGS (SEE PMP-1 AND PMP-2) ON SR 1448 (WEST OLD MURPHY ROAD, -L-).
UP TO AND INCLUDING THE FINAL LAYER OF SURFACE COURSE ON -L- FROM STA. 11+45+/- TO STA. 14+65+/-.
STEP 2: - AWAY FROM TRAFFIC, REMOVE THE EXISTING STRUCTURE AND CONSTRUCT THE PROPOSED STRUCTURE AND ROADWAY
BUSINESSES BETWEEN CLOSURE POINTS.
TO THRU TRAFFIC, AND DETOUR TRAFFIC OFF-SITE AS SHOWN HEREON. MAINTAIN ACCESS TO ALL RESIDENCES AND
- USING ROADWAY STANDARD DRAWING NO. 1101.03, SHEET 1 OF 9 , CLOSE SR 1448 (WEST OLD MURPHY ROAD, -L-)
STEP 1: - INSTALL OFF-SITE DETOUR ROUTE SIGN ASSEMBLIES FOR THE CLOSING OF SR 1448 (WEST OLD MURPHY ROAD, -L-).
1448
1448
1133
1128
1128
11301131130114481131
1131
DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4
2/5/2019
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
AIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
LL
O
YD D. BROWN20119
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3509
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455 704 357 0488
Charlotte, NCRaleigh, NC
PAVEMENT MARKING PLAN
SHEET NO.
09/08/992/5/2019 1:40:16 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\pavementmarking\PMP-1.dgnUser:jddavesCONTRACT: PROJECT:TIP NO.
DATE:
APPROVED:
ENGINEER
TRANSPORTATION
ENGINEER
DESIGN
TRANSPORTATION
LLOYD D. BROWN, P.E.
ROADWAY STANDARD DRAWING
STD. NO.
1205.01
1205.02
1205.12
1250.01
1251.01
1253.01
1261.01
1261.02
1262.01
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
PAVEMENT MARKINGS - TWO LANE & MULTILANE ROADWAYS
PAVEMENT MARKINGS - BRIDGES
RAISED PAVEMENT MARKERS - INSTALLATION SPACING
RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
RAISED PAVEMENT MARKERS - SNOWPLOWABLE
GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING
GUARDRAIL AND BARRIER DELINEATORS - TYPES & MOUNTING
GUARDRAIL END DELINEATION
TITLE
GENERAL NOTES
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN,
OR DIRECTED BY THE ENGINEER.
A.) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE
MARKING
PAINT SNOWPLOWABLE RAISED
MARKER
B.) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
C.) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS.
SHEET NO.DESCRIPTION
PAVEMENT MARKING PLAN TITLE SHEET
PMP-2
PMP-1
INDEX14SP.20561.1MACON COUNTY
14SP.20561.1
SR 1448 (WEST OLD MURPHY ROAD)
ROAD NAME:
KEITH T. BRIDGERS
PMP-1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED ON SR 1448 (WEST OLD MURPHY ROAD)
LOCATION : BRIDGE NO. 343 ALLISON CREEK
CONSIDERED A PART OF THESE PLANS:
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -
THE ENGINEER.
D.) PASSING ZONES WILL BE DETERMINED IN THE FIELD AND MUST BE APPROVED BY
PAVEMENT MARKING DETAIL, SCHEDULE AND QUANTITIES
DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4
2/5/2019
BRANCH
1'+/-1' BRANCH1' BRANCHALLISON CREEK ALLISON CREEK
0
AND SCHEDULE
PAVEMENT MARKING DETAIL
SHEET NO.PROJECT REFERENCE NO.
2/5/2019 1:42:47 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\pavementmarking\PMP-2.dgnUser:jddaves8/17/99APPROVED:
DATE:
SYMBOL DESCRIPTION
PA
PI
ME
WHITE SOLID EDGE LINE
QUANTITY BREAKDOWN PAY ITEM TOTAL QUANTITY
YELLOW DOUBLE CENTER LINE
PAINT (4")
PAINT (4")
MARKERSSNOWBLOWABLE RAISED PAVEMENT
MARKERS YELLOW & YELLOW
SCALE
15
14SP.20561.1
-L- STA. 11+40 +/-
BEGIN PROJECT 14SP.20561.1
-L- STA. 15+00 +/-
END PROJECT 14SP.20561.1
713 FT
713 FT
30 30 60
1426 FT
1426 FT AIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
LL
O
YD D. BROWN20119
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PMP-2
-L- STA. 14+96 +/-
PAVEMENT MARKINGS
TIE TO EXISTING
-L- STA. 11+40 +/-
PAVEMENT MARKINGS
TIE TO EXISTING
5 EA 5 EA
WEST OLD MURPHY ROAD
-L- SR 1448
-DR1-
TO SR 1133
TO SR 1128
PAVEMENT MARKING SCHEDULE AND QUANTITIES10 15TYPE-III
TYPE-III
AT-1
SHOP CURVE R=20'
TYPE-IIITYPE-III
GREU TL-3
GREU TL-3
GREU TL-3GR GR
GRGRGR
BST
SR 1448 WEST OLD MURPHY ROAD
GR
20' BST
20' BST
SR 1448 WEST OLD MURPHY ROAD
NAD 83/ 2011
DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4
2/5/2019
for Special Considerations.
Refer To E. C. Special Provisions
ON THIS PROJECT
SENSITIVE AREA(S) EXIST
ENVIRONMENTALLY
STANDARDS.
SENSITIVE WATERSHED
BEEN DESIGNED TO
THIS PROJECT HAS
GRAPHIC SCALE
PLANS
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL EROSION AND SEDIMENT CONTROL MEASURES
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. #Description Symbol
Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.03
1630.05
1605.01
1622.01
1633.01
1634.01
1634.02
1635.01
1635.02
1630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-A
Rock Pipe Inlet Sediment Trap Type-B
Temporary Rock Sediment Dam Type A
Temporary Rock Sediment Dam Type B
Temporary Silt Fence
Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
Rock Pipe Inlet Sediment Trap Type A
EC-1
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
1605.01
1630.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
Riser Basin
1635.02 Rock Pipe Inlet Sediment Trap Type B
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
Skimmer Basin
Tiered Skimmer Basin
Infiltration Basin
Special Stilling Basin1630.06
Temporary Rock Silt Check Type-A with
Matting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
Wattle/Coir Fiber Wattle
with Polyacrylamide (PAM)
1630.02
1633.02
1630.05 Temporary Diversion
1630.04 Stilling Basin
1630.03 Temporary Silt Ditch
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
EW
CFW
ROADSIDE ENVIRONMENTAL UNIT
Raleigh, NC 27611
1 South Wilmington St.
NAME LEVEL III CERTIFICATION NO.
Reviewed by:
Reviewed in the Office of:
Designed by:
Reid Whitehead, PE, CPESC
Prepared in the Office of:
Christian Gonzalez-Martell 3939
Consulting Engineers
Vaughn & Melton
Asheville, NC 28806
1318-F Patton Avenue
MACON COUNTY 7/19/2018 12:48:24 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Environmental\Erosion Control Design Files\550343_Env_EC-1.dgnUser:jddaves Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3509
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455
704 357 0488
Charlotte, NCRaleigh, NC
BEGIN PROJECT
END PROJECT
Z
Murphy Rd.
W est Old N. Jones Creek Rd.
Jo n es Creek Rd .
A
lliso
n
W
a
tts R
d
.NAD 83 NA 2011NC GRID14SP.20561.1
14SP.20561.1
LOCATION:
TYPE OF WORK:
ON SR 1448 (WEST OLD MURPHY ROAD)
GRADING, DRAINAGE, PAVING, AND STRUCTURE
PROJECT: 14SP.20561.10 2010
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
14SP.20561.1
14SP.20561.1
N/A
N/A
N/A
R/W
CONST.
PE
2018 STANDARD SPECIFICATIONS2018 STANDARD SPECIFICATIONS
RESOURCES.
RESOURCES DIVISION OF WATER
OF ENVIRONMENT AND NATURAL
THE NORTH CAROLINA DEPARTMENT
AUGUST 1, 2016 AND ISSUED BY
CONSTRUCTION PERMIT EFFECTIVE
BY THE NCG-010000 GENERAL
THE REGULATIONS SET FORTH
CONTROL PLANS COMPLY WITH
THESE EROSION AND SEDIMENT
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
BRIDGE NO. 550343 OVER ALLISON CREEK
4
HYDRAULICS ENGINEER
VAUGHN & MELTON
FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS
GRADING, DRAINAGE, PAVING, AND STRUCTURE
ON SR 1448 (WEST OLD MURPHY ROAD)
TO SR 1133 TO SR 1128
LENGTH ROADWAY TIP PROJECT 14SP20561.1 = 0.056 MI
LENGTH STRUCTURE TIP PROJECT 14SP.20561.1 = 0.012 MI
TOTAL LENGTH OF TIP PROJECT 14SP.20561.1 = 0.068 MI
-L- STA. 12+93.72
BEGIN BRIDGE
-L- STA. 13+56.32
END BRIDGE
-L- STA. 14+96.12
END CONSTRUCTION
-L- STA. 15+00.00
END PROJECT 14SP20561.1
-L- STA. 11+40.00
BEGIN PROJECT 14SP.20561.1
DALRYMPLE ROAD -DR1-
SR 1448 WEST OLD MURPHY ROAD -L-
Clearing on this project shall be performed to the limits established by method II.
ALLISON CREEK
BRIDGE NO. 343 OVER ALLISON CREEK
ALLISON CREEKVICINITY MAP
1448
1448
11331132
1303
1302
1303
1304
1308
1306
1301
1128
1128
11301131
Detour Route
Detour Route
NAD 83 NA 2011
NC GRID
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
SHEET NO.PROJECT REFERENCE NO.
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3590
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455
704 357 0488
Charlotte, NCRaleigh, NC
NATURAL GROUND
NATURAL GROUND
FLOW
2'(MAX.)
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVEMENT
SHLD.
SLOPE
BACK
SLOPEDITCH
STAKE
2' UPSLOPE
MATTING
STAKE
2' DOWNSLOPE
STAKE
2' UPSLOPE
MATTING
STAKE
2' DOWNSLOPE
TOP VIEW
6'(MIN.)
12"(MIN.)
STAKE
UPSLOPE
STAKE
DOWNSLOPE
MATTING
MATTING
See Inset C
INSET C
See Inset B
INSET B
STAPLES
VAR.
2'(MIN.)
2 IN.
See Inset A
INSET A
STAKES
PAM
PAM
(1 OZ.)
(1 OZ.)
COIR FIBER WATTLE WITH
POLYACRYLAMIDE (PAM) DETAIL
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
TO BE APPLIED TO EACH WATTLE.
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
NOTES:
COIR FIBER WATTLE
FLOW
PAM
(2 OZ.)
PAM
(1 OZ.)
PAM
(1 OZ.)
14SP.20561.1 EC-2
7/19/2018 12:49:18 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Environmental\Erosion Control Design Files\550343_Env_EC-2.dgnUser:jddavesDocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SITE DESCRIPTION
SOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3590
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455
704 357 0488
Charlotte, NCRaleigh, NC
7/19/2018 12:50:08 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Environmental\Erosion Control Design Files\550343_Env_EC-3_series.dgnUser:jddaves14SP.20561.1 EC-3
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SOIL STABILIZATION SUMMARY SHEET
SUBTOTAL
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
TOTAL
SAY
SIDESTATION
TO
STATION
FROM
LINESHEET NO.
CONST
STATION
TO
SIDESTATION
FROM
LINE
SHEET NO.
CONST
ESTIMATE (SY)
MATTING FOR EROSION CONTROL
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3590
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455
704 357 0488
Charlotte, NCRaleigh, NC
EC-3A
7/19/2018 12:51:14 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Environmental\Erosion Control Design Files\550343_Env_EC-3_series.dgnUser:jddaves-l-11+40 LT 20 304
ESTIMATE (SY)
14SP.20561.1
2,248
2,250
2,178 **
4 -l-11+75 12+75 LT 50
11+75
COIR FIBER MATTING
1,485
1,482
1,452 **
SUBTOTAL
TOTAL
SAY
4 -l-12+75 13+30 LT
COIR FIBER MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
3070
ESA disturbed slopes
** COIR FIBER MATTING to be placed on all
non-esa disturbed slopes
** matting for erosion control to be placed on all
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
15" RCP
48" WW
WOODS
48" WW
WW
ROCK
S2 S3
S1 S4
CHARLOTTE, N.C. 28202
P.O. BOX 1006, EC10Q
526 S. CHURCH STREETPOWER: DUKE ENERGY CORPORATION
1SBW 3S ELEC 2S ELEC
GR18" CMP
15" CMP 18" CMPINV=2249.78'
INV=2251.12'
INV=2253.35'
GR
BST
3 BL3 527944.9910 662988.1460 2256.29 16+68.52 14.13 RT
2 BL2 527702.9240 662827.7360 2257.28 13+81.04 16.88 RT
1 BL1 527414.8920 662576.9200 2256.92 OUTSIDE PROJECT LIMITS
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET
BL
POSTS
WD
BRANCH
1'+/-
1SBW 3S ELEC
SR 1448 WEST OLD MURPHY ROAD
N 87°44'34" W14.09'
PK NAIL 18'12'MAINTAINED R/W
MAINTAINED R/W
MAINTAINED R/W
MAINTAINED R/W S 24°11'42" E41.69'S 19°03'34" E43.92'S 10°59'54" W
22.10'
S 02°25'05" W
50.04'
S 26°50'48" W
20.76'
S 41°26'40" W
44.24'S 31°15'44" W
61.84'
S 28°12'27" E
16.36'
GR
1
JUNCTION
LOCATION OF PIPE
APPROXIMATE24.00'20' BST 24.00'1' BRANCH1' BRANCHPROJECT: 55-0343
CL1
CL2
D2
D1 D4
D3
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
GATE
MTL
NAD 83 / (2011)
ALLISON CREEK ALLISON CREEK1
1
22.73'S 11° 20' 23" E
RETAIN
RETAIN
1
2
3
2248
2249224922492249 22492250225022502250 22502250225122512251
2251
2251225122522252225222522252225222522252
225222532253
225322532253225322532253
225322542254 2
2
5
4
2254 225422542254 22542255
22552255
2255225522552255
22552255225522552255225522552255
22552255 225522552256
22562256
2256225622562256
22562257225722572257
22572257225822582258 2258
2259 SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
DRAINAGE OUTLETS.
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT
INSTALLED DURING CLEARING AND GRUBBING PHASE.
PERIMETER EROSION CONTROL MEASURES SHALL BE
NOTE:
UTILIZE SPECIAL STILLING BASIN(S)
AS STILLING BASIN WHERE APPLICABLE.
NOTE:
SHEET NO.PROJECT REFERENCE NO.
0
PLANS
GRAPHIC SCALE
1020 20 40
14SP.20561.1 EC-4/CONST.4
TO LATERAL 'V' DITCH 11+40 TO 11+75
NOTE: TRANSITION FROM EX. DITCH
FROM STA. 11+75 TO STA. 12+90 LT
( Not to Scale)
DETAIL A
Ground
Natural
b=3 Ft.
Min. D=1 Ft.SLOPE
FILL
FROM STA. 12+90 TO STA. 13+30 LT.
D2:12:1
Min. D=1 Ft.
Ground
Natural
STANDARD 'V' DITCH
( Not to Scale)
DETAIL B
Ground
Natural
b
D 2:12:11"/Ft.
LATERAL 'V' DITCH
7/19/2018 12:53:45 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Environmental\Erosion Control Design Files\550343_Env_EC-4.dgnUser:jddavesPC Sta. 11+11.22PT Sta. 11+63.97PC Sta. 14+15.9015PCC Sta. 15+20.02PI Sta 11+37.60
D
L = 52.76'
T = 26.38'
R = 10,000.00'
PI Sta 14+68.01
D
L = 104.12'
T = 52.11'
R = 1,000.00'
PI Sta 16+55.43
T = 135.41'
R = 950.00'
-L- STA. 11+40.00
BEGIN PROJECT
-L- STA. 15+00.00
END PROJECT
-L- STA. 12+93.72
BEGIN BRIDGE
-L- STA. 13+56.32
END BRIDGE
-L- CURVE DATA
+40.29040202008028040506050804070906100711'11'-DR1- CURVE DATA
0302TYPE-III
TYPE-III
AT-1
SHOP CURVE R=20'
TYPE-III
8:1
8:1
8:1
R 15'R15'11'11'LT & RT
TO EXIST
60' TAPER
-L-
-DR1-
PI Sta 10+53.41
D
L = 47.12'
T = 30.00'
R = 30.00'
PI Sta 11+13.11
D
L = 62.65'
T = 32.66'
R = 90.00'
PT Sta. 11+43.11
POT Sta. 11+63.88 PC Sta. 10+80.45
PT Sta. 10+70.54
PC Sta. 10+23.41
-DR1- POT Sta. 10+00.00
-L- POT STA 13+80.04
-L- STA. 12+83.02
BEGIN APPROACH SLAB
-L- STA. 13+67.02
END APPROACH SLAB
RELOCATED TO NEW R/W
EXISTING FENCE TO BE
RELOCATED TO NEW R/W
EXISTING FENCE TO BE
LATERAL "V" DITCH
SEE DETAIL A
TYPE-III
SEE DETAIL B
STD. "V" DITCH
LT & RT
TO EXIST
96' TAPER
074109-L- STA. 14+96.12
END CONSTRUCTION
AT GRAVEL DRIVE
TO BE PLACED
7 TONS ABC
TYP.
19.25'01+30.67+32.25+62.47+55.40+11.00 -DR1-
TYP.
19.25'
GREU TL-3
GREU TL-3
GREU TL-3BRIDGE
EXISTING
REMOVE
10'10'10'10'
S.E. = 10% max.
DS = 60 m.p.h.
S.E. = 10% max.
DS = 60 m.p.h.
DB O-24 PG 331
DB R-5 PG 501
ROBERT WALTER WOODS
CHARLOTTE H. WOODS
DONALD LLOYD WALDROOP
WILL & ESTATES FILE 10-E / 300
DB R-31 PG 198
DUNG THI SON, ET. ALS.
DB J-20 PG 175
DB Z-5 PG 419 / SECOND TRACT
MRS. DOYLE DALRYMPLE
12.00' RT
(EX. R/W)
+85.00 -L-
30.00' RT
+35.00 -L-
35.00' LT
+15.90 -L-
35.00' LT
+40.00 -L-
12.00' LT
(EX. R/W)
+40.00 -L-
12.00' RT
(EX. R/W)
+40.00 -L-
30.00' RT
+70.00 -L-
40.00' RT
+67.00 -L-
40.00' RT
+50.00 -L-
35.00' LT
+35.00 -L-
35.00' LT
+70.00 -L-
30.00' RT
+40.00 -L-
30.00' RT
+50.00 -L-
35.00' LT
+30.00 -L-
30.00' RT
+70.00 -L-
12.02'
(EX. R/W)
+96.12 -L-30.00' LT
+85.00 -L-
TBDI
15" CS
5 SY FF
1 TON
RIP RAP
CLASS B
18" CL IV RCPEST. EXCAVATION = 48 CY
UP TO ELEV. 2152.8
(STRUCTURAL PAY ITEM)
EST. 65 TONS CLASS II RIP RAP
EST. EXCAVATION = 70 CY
UP TO ELEV. 2152.4
(STRUCTURAL PAY ITEM)
EST. 61 TONS CLASS II RIP RAP REMOVE-DR1- STA. 11+60.00
END CONSTRUCTION
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3590
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455
704 357 0488
Charlotte, NCRaleigh, NC
Sta. 12+90 to Sta. 13+30 LT
according to Detail B from
Excavate Proposed Ditch
Sta. 11+40 to Sta. 12+90 LT
according to Detail A from
Excavate Proposed Ditch
30.00' RT
+25.00 -L-
10.00' RT
+63.00 -DR1-
7.00' LT
+63.00 -DR1-
40.00' LT
+50.00 -DR1-
F
F
C
F
F
F
C
C
F
F
F
C
F
F
F
F
F
F
F
F
F
F
C
C
F
F
F
F
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
15" RCP
48" WW
WOODS
48" WW
WW
ROCK
S2 S3
S1 S4
CHARLOTTE, N.C. 28202
P.O. BOX 1006, EC10Q
526 S. CHURCH STREETPOWER: DUKE ENERGY CORPORATION
1SBW 3S ELEC 2S ELEC
GR18" CMP
15" CMP 18" CMPINV=2249.78'
INV=2251.12'
INV=2253.35'
GR
BST
3 BL3 527944.9910 662988.1460 2256.29 16+68.52 14.13 RT
2 BL2 527702.9240 662827.7360 2257.28 13+81.04 16.88 RT
1 BL1 527414.8920 662576.9200 2256.92 OUTSIDE PROJECT LIMITS
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET
BL
POSTS
WD
BRANCH
1'+/-
1SBW 3S ELEC
SR 1448 WEST OLD MURPHY ROAD
N 87°44'34" W14.09'
PK NAIL 18'12'MAINTAINED R/W
MAINTAINED R/W
MAINTAINED R/W
MAINTAINED R/W S 24°11'42" E41.69'S 19°03'34" E43.92'S 10°59'54" W
22.10'
S 02°25'05" W
50.04'
S 26°50'48" W
20.76'
S 41°26'40" W
44.24'S 31°15'44" W
61.84'
S 28°12'27" E
16.36'
GR
1
JUNCTION
LOCATION OF PIPE
APPROXIMATE24.00'20' BST 24.00'1' BRANCH1' BRANCHPROJECT: 55-0343
CL1
CL2
D2
D1 D4
D3
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
GATE
MTL
NAD 83 / (2011)
ALLISON CREEK ALLISON CREEK1
1
22.73'S 11° 20' 23" E
RETAIN
RETAIN
1
2
3
UTILIZE SPECIAL STILLING BASIN(S)
AS STILLING BASIN WHERE APPLICABLE.
NOTE:
SHEET NO.PROJECT REFERENCE NO.
0
PLANS
GRAPHIC SCALE
1020 20 40
14SP.20561.1 EC-6/CONST.4
TO LATERAL 'V' DITCH 11+40 TO 11+75
NOTE: TRANSITION FROM EX. DITCH
FROM STA. 11+75 TO STA. 12+90 LT
( Not to Scale)
DETAIL A
Ground
Natural
b=3 Ft.
Min. D=1 Ft.SLOPE
FILL
FROM STA. 12+90 TO STA. 13+30 LT.
D2:12:1
Min. D=1 Ft.
Ground
Natural
STANDARD 'V' DITCH
( Not to Scale)
DETAIL B
Ground
Natural
b
D 2:12:11"/Ft.
LATERAL 'V' DITCH
C
FIELD.
REQUIRED. LOCATION TO BE DETERMINED IN
3.) ONSITE CONCRETE WASHOUT STRUCTURE IS
ENGINEER.
NEED TO BE INSTALLED AS DIRECTED BY THE
2.) ADDITIONAL EROSION CONTROL DEVICES MAY
REQUIRE PRIOR APPROVAL BY ENGINEER.
NOTES: 1.) ANY DEVIATION FROM OPTIONS GIVEN WILL
7/19/2018 12:55:08 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Environmental\Erosion Control Design Files\550343_Env_EC-5.dgnUser:jddaves
as Work Allows.
on Slopes located outside the ESA
Place Matting for Erosion Control
as Work Allows.
on Slopes located inside the ESA
Place Coir Fiber Matting
PROPOSED DITCH LINE.
EROSION CONTROL IN THE
INSTALL MATTING FOR
PROPOSED DITCH LINE.
IN THEMATTING
INSTALL COIR FIBER PC Sta. 11+11.22PT Sta. 11+63.97PC Sta. 14+15.9015PCC Sta. 15+20.02PI Sta 11+37.60
D
L = 52.76'
T = 26.38'
R = 10,000.00'
PI Sta 14+68.01
D
L = 104.12'
T = 52.11'
R = 1,000.00'
PI Sta 16+55.43
T = 135.41'
R = 950.00'
-L- STA. 11+40.00
BEGIN PROJECT
-L- STA. 15+00.00
END PROJECT
-L- STA. 12+93.72
BEGIN BRIDGE
-L- STA. 13+56.32
END BRIDGE
-L- CURVE DATA
+40.29040202008028040506050804070906100711'11'-DR1- CURVE DATA
0302TYPE-III
TYPE-III
AT-1
SHOP CURVE R=20'
TYPE-III
8:1
8:1
8:1
R 15'R15'11'11'LT & RT
TO EXIST
60' TAPER
-L-
-DR1-
PI Sta 10+53.41
D
L = 47.12'
T = 30.00'
R = 30.00'
PI Sta 11+13.11
D
L = 62.65'
T = 32.66'
R = 90.00'
PT Sta. 11+43.11
POT Sta. 11+63.88 PC Sta. 10+80.45
PT Sta. 10+70.54
PC Sta. 10+23.41
-DR1- POT Sta. 10+00.00
-L- POT STA 13+80.04
-L- STA. 12+83.02
BEGIN APPROACH SLAB
-L- STA. 13+67.02
END APPROACH SLAB
RELOCATED TO NEW R/W
EXISTING FENCE TO BE
RELOCATED TO NEW R/W
EXISTING FENCE TO BE
LATERAL "V" DITCH
SEE DETAIL A
TYPE-III
SEE DETAIL B
STD. "V" DITCH
LT & RT
TO EXIST
96' TAPER
074109-L- STA. 14+96.12
END CONSTRUCTION
AT GRAVEL DRIVE
TO BE PLACED
7 TONS ABC
TYP.
19.25'01+30.67+32.25+62.47+55.40+11.00 -DR1-
TYP.
19.25'
GREU TL-3
GREU TL-3
GREU TL-3BRIDGE
EXISTING
REMOVE
10'10'10'10'
S.E. = 10% max.
DS = 60 m.p.h.
S.E. = 10% max.
DS = 60 m.p.h.
DB O-24 PG 331
DB R-5 PG 501
ROBERT WALTER WOODS
CHARLOTTE H. WOODS
DONALD LLOYD WALDROOP
WILL & ESTATES FILE 10-E / 300
DB R-31 PG 198
DUNG THI SON, ET. ALS.
DB J-20 PG 175
DB Z-5 PG 419 / SECOND TRACT
MRS. DOYLE DALRYMPLE
12.00' RT
(EX. R/W)
+85.00 -L-
30.00' RT
+35.00 -L-
35.00' LT
+15.90 -L-
35.00' LT
+40.00 -L-
12.00' LT
(EX. R/W)
+40.00 -L-
12.00' RT
(EX. R/W)
+40.00 -L-
30.00' RT
+70.00 -L-
40.00' RT
+67.00 -L-
40.00' RT
+50.00 -L-
35.00' LT
+35.00 -L-
35.00' LT
+70.00 -L-
30.00' RT
+40.00 -L-
30.00' RT
+50.00 -L-
35.00' LT
+30.00 -L-
30.00' RT
+70.00 -L-
12.02'
(EX. R/W)
+96.12 -L-30.00' LT
+85.00 -L-
TBDI
15" CS
5 SY FF
1 TON
RIP RAP
CLASS B
18" CL IV RCPEST. EXCAVATION = 48 CY
UP TO ELEV. 2152.8
(STRUCTURAL PAY ITEM)
EST. 65 TONS CLASS II RIP RAP
EST. EXCAVATION = 70 CY
UP TO ELEV. 2152.4
(STRUCTURAL PAY ITEM)
EST. 61 TONS CLASS II RIP RAP REMOVE-DR1- STA. 11+60.00
END CONSTRUCTION
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3590
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455
704 357 0488
Charlotte, NCRaleigh, NC
30.00' RT
+25.00 -L-
10.00' RT
+63.00 -DR1-
7.00' LT
+63.00 -DR1-
40.00' LT
+50.00 -DR1-
F
F
C
F
F
F
C
C
F
F
F
C
F
F
F
F
F
F
F
F
F
F
C
C
F
F
F
F
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
HEALING IN DIBBLE PLANTING METHOD
firming soil at top.
5. Push handle forward
PLANTING NOTES:
N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT
protected area.
1. Locate a healing-in site in a shady, well
the root collar is at ground level.
against the sloping end so that
4. Place a single layer of plants
as necessary and water thoroughly.
6. Repeat layers of plants and sawdust
correct depth.
and place seedling at
2. Remove planting bar
USING THE KBC PLANTING BAR
SEEDLING / LINER BAREROOT PLANTING DETAIL
PLANTING DETAILS
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
toward planter.
as shown and pull handle
1. Insert planting bar
root systems from drying.
container to prevent the
canvas bag or similar
shall be kept in a moist
During planting, seedlings
PLANTING BAG
soil at bottom.
toward planter, firming
4. Pull handle of bar
thoroughly.
hole open. Water
6. Leave compaction
RF-1
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
25% BETULA NIGRA
25% FRAXINUS PENNSYLVANICA
25% PLATANUS OCCIDENTALIS
25% LIRIODENDRON TULIPIFERA
RIVER BIRCH
GREEN ASH
SYCAMORE
TULIP POPLAR
12 inches deep and provide drainage.
2. Excavate a flat bottom trench
a sloping angle.
sawdust over the roots maintaining
5. Place a 2 inch layer of well rotted
at one end of the trench.
well rotted sawdust at a sloping angle
rotted sawdust. Place a 2 inch layer of
3. Backfill the trench with 2 inches well
2 inch
from seedling.
2 inches toward planter
3. Insert planting bar
1 inch thick at center.
4 inches wide and
be 12 inches long,
cross section, and shall
blade with a triangular
Planting bar shall have a
KBC PLANTING BAR
root collar.
10 inches below the
no roots extend more than
pruned, if necessary, so that
All seedlings shall be root
ROOT PRUNING
REFORESTATION
AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING,
REFORESTATION
REFORESTATION DETAIL SHEET
14SP.20561.1
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
SHEET NO.PROJECT REFERENCE NO.
RF-2
SEE PLAN SHEETS FOR AREAS TO BE PLANTED
DIBBLE PLANTING METHOD
firming soil at top.
5. Push handle forward
PLANTING NOTES:
N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT
correct depth.
and place seedling at
2. Remove planting bar
USING THE KBC PLANTING BAR
PLANTING DETAILS
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
toward planter.
as shown and pull handle
1. Insert planting bar
root systems from drying.
container to prevent the
canvas bag or similar
shall be kept in a moist
During planting, seedlings
PLANTING BAG
soil at bottom.
toward planter, firming
4. Pull handle of bar
thoroughly.
hole open. Water
6. Leave compaction
PAID FOR AS "STREAMBANK REFORESTATION"
NOTE: TYPE 1 AND TYPE 2 STREAMBANK REFORESTATION SHALL BE
STREAMBANK REFORESTATION
TYPE 1
50% CORNUS AMOMUM
50% SALIX NIGRA
SILKY DOGWOOD
BLACK WILLOW
TYPE 2
TYPE II
TYPE I
FT.
STREAM
STREAMBANK REFORESTATION TYPICAL
8 FT.
4
from seedling.
2 inches toward planter
3. Insert planting bar
1 inch thick at center.
4 inches wide and
be 12 inches long,
cross section, and shall
blade with a triangular
Planting bar shall have a
KBC PLANTING BAR
root collar.
10 inches below the
no roots extend more than
pruned, if necessary, so that
All seedlings shall be root
ROOT PRUNING
2 inch
25% BETULA NIGRA
25% PRUNUS SEROTINA
25% PLATANUS OCCIDENTALIS
25% LIRIODENDRON TULIPIFERA
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
RIVER BIRCH
BLACK CHERRY
SYCAMORE
TULIP POPLAR
BAREROOT PLANTING DETAILLIVE STAKES PLANTING DETAIL
BUDS (FACING UPWARD)
ANGLE CUT 30°-45°
SQUARE CUT
GROUND
EXISTING/PROPOSED
LIVE STAKES
BANK STABILIZATION WITH LIVE STAKES
LIVE STAKE
COIR FIBER MAT
(1/2"-2" DIAMETER)
LIVE CUTTING
2 - 3 Feet
2 ft - 3 ft LIVE STAKES
2 ft - 3 ft LIVE STAKES
STREAMBED
EXISTING/PROPOSED
DETAIL SHEET 1 OF 2
STREAMBANK REFORESTATION
APPROXIMATELY 2724 PLANTS PER ACRE.
ON CENTER, RANDOM SPACING, AVERAGING 4 FT. ON CENTER,
TYPE 1 STREAMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT.
APPROXIMATELY 680 PLANTS PER ACRE.
ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER,
TYPE 2 STREAMBANK REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT.
OF LIVE STAKE IS WITHIN GROUND
LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4
ON CENTER
LIVE STAKES SHALL BE SPACED APPROXIMATELY 4 FEET
NOTE:
14SP.20561.1
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
704 357 0488
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3509
Charlotte, NC Boone, NC
828 355 9933
cCopyright 2017 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
SHEET NO.PROJECT REFERENCE NO.
RF-3
N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT
DETAIL SHEET 2 OF 2
STREAMBANK REFORESTATION
REINFORCEMENT BAR
#10 STEEL
12"
1"
24"
4"
1"
STAPLE
1" (nominal)
DIAMETER BEND
4"
WOODEN STAKE
2" x 2" (nominal)
BACKFILLMATTING
COIR FIBER
GROUND
EXISTING
FLOODPLAIN/
TO NWSEL
EXTEND MATTING
OF FLOW
DIRECTION
IN TRENCH
MATTING
AND BACKFILLED
PLACED IN TRENCH
MATTING SHALL BE
COIR FIBER MATTING DETAIL
ANCHOR OPTIONS
PLAN VIEW
TYPICAL CROSS SECTION
NOT TO SCALE
STREAM BED
{
ON 1' CENTERS
ANCHOR TRENCH
ON 1' CENTERS
ANCHOR OVERLAP
3' CENTERS
ANCHORS ON
6" OVERLAY(MIN)
(TYP)
18"
3' CENTERS
ANCHORS ON
6" MIN
IN TRENCH
1' CENTERS
ANCHORS ON
12-24"
1-2"
1-2"
1' CENTERS
ANCHORS ON
1' CENTERS
ANCHORS ON
1' CENTERS
ANCHORS ON
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796
704 357 0488
606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3509
Charlotte, NC Boone, NC
828 355 9933
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
14SP.20561.1
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
IN CUBIC YARDS
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
EXCAVATION
UNCLASSIFIED
CROSS SECTION SUMMARY
0 0
-L- LOCATION
634
NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT.
5
0 011+40
12+50
will be paid for at the contract lump sum price for "grading".
excavation, fine grading, and clearing and grubbing
Approximate quantities only. Unclassified excavation, borrow
1 211+50
7 3712+00
0 20
4 3414+50
3 11
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
14SP.20561.1
12+93.72 (BEGIN BRIDGE)
13+56.32 (END BRIDGE)
14+00
EXCAVATION
UNCLASSIFIED
NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT.
0
0 010+11
010+25
010+50
10+75
11+00
11+25
11+50
11+60
0
0
4
1
16
18
2
0
129
-DR1- LOCATION
65
X-1A
14+96.12
EMBT + %
EMBT + %
13+00 5 0
100
109
SHEET NO.PROJECT REFERENCE NO.
8/17/99User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_psh03_sum.dgn7/23/2018 6:52:30 AMDocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
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1010
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6/23/162255 2255
2260 2260
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2255 2255
2260 2260
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2255 2255
2260 2260
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2250 225011+50.00
2250 2250
2255 2255
2260 2260
2265 2265
2245 2245
12+00.00
X-114SP.20561.1
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BEGIN PROJECT 14SP.20561.1
2257.49
2257.44
0.0080.028 2257.440.014
2:12:1
2253.90 2:10.023
2257.422257.470.020 0.020
2:1
2:12253.22
3:1 2:12257.272257.62DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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4545
4545
5050
5050
5555
5555
6060
6060
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12/10/2018 3:36:18 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0
6/23/162250 2250
2255 2255
2260 2260
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12+50.00
2250 2250
2255 2255
2260 2260
2265 2265
2270 2270
2275 2275
2280 2280
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13+00.00
X-214SP.20561.1
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BEGIN BRIDGE STA. 12+93.72
0.029 0.029
2:12:12:12:1
2252.55
2257.452257.860.040 0.040
2:12251.86
2:1
2257.932258.13DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
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4545
4545
5050
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5555
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7070
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7575
12/10/2018 3:36:47 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0
6/23/162250 2250
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2270 2270
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2245 2245
13+50.00
2255 2255
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2265 2265
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2250 2250
13+80.04
2255 2255
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14+00.00
X-314SP.20561.1
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(FOR -DR1- SEE XSC X-5 THRU X-7)
END BRIDGE STA. 13+56.32
0.040 0.040
2257.992258.260.049
2257.80 SEE -DR1-2:1 0.0402258.190.059 0.040
2:1 2:12257.682258.07DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
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7575
12/10/2018 3:37:13 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0
6/23/162250 2250
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X-414SP.20561.1
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END PROJECT 14SP.20561.1
END CONSTRUCTION
0.085 0.050
2:1 DRIVEWAY2257.422257.542257.22
.109 .0742257.222257.22
DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
00
00
55
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1010
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1515
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12/10/2018 3:53:57 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl_DR1_new.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0
6/23/162250 2250
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2250 2250
2255 2255
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X-514SP.20561.1
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BEGIN CONSTRUCTION
2257.79SR 1448 -L-SR 1448 -L-0.0030.012 2258.632257.44
2256.55
0.0060.0064:1
4:12259.092253.29
0.0200.0203:1 4:12258.92DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89
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12/10/2018 3:54:24 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl_DR1_new.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0
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12/10/2018 3:54:53 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl_DR1_new.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0
6/23/162250 2250
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X-714SP.20561.1
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2255.09
0.0320.0322255.09DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89