20211489 Ver 1_NDP-Ph1 Roadway Working Set (2021-11-17)_20211123

Norfolk%15
6"DIP FM16"DIP FMSSVSVHHSSSSSSSSSSSSSSHHSEWER MANHOLERIM-386.06'FORCE MAINHHASPHALTSSVICINITY MAP
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0 5025
0 5025
0 105 BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEKHA PROJECT019139023NORTH CAROLINAR0.0011/17/2021TITLE SHEETDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_tsh.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DESIGNED BY: DJDOF FERRELL ROAD (SR 1671)
FERRELL ROAD (SR 1671) TO 3065' SOUTH
LOCATION: NORTH DURHAM PARKWAY FROM
PHASE 1
NORTHERN DURHAM PARKWAY
PHASE 1PARKWAYNORTHERN DURHAM ENGINEER:
-L- Sta. 37+00.00
BEGIN PROJECT
-L- Sta. 67+70.52
END PROJECT
PROJECT
END
PROJECT
BEGIN
CHEEK ROAD (SR-1800)
FERRELL
ROAD
(SR
-1671)JUNCTION ROAD (SR-1675)CARPENTER ROAD (SR-1822)
R0.02 CONVENTIONAL SYMBOLS
PROJECT NOTESR0.01
TITLE SHEET
DESCRIPTIONSHEET NO.
R0.00
TYPICAL SECTIONS
R2.00 THRU 2.02
R1.00
R2.00 R2.01R2.02R2.03 THRU 2.04
SURVEYOR:
for the specific purpose and client.
reliance on this document instrument of service, is intended only
Associates, Inc. for which it was prepared. Reuse of and improper
Horn and Associates, Inc. shall be without liability to Kimley-Horn and
herein, as an without written authorization and adaption by Kimley-
This document, together with the concepts and designs presented
BEFORE YOU DIG
IT'S THE LAW
N.C. ONE-CALL CENTER
CALL 1 800 632-4949
STOP
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
[e-mail]
919.280.7944
ROB BAUMGARTNER, PLS
RALEIGH, NC 27609
4TH FLOOR
4505 FALLS OF NEUSE RD.
KCI ASSOCIATES OF NC, P.A.
[e-mail]
919.677.2074
TYLER WHITE, P.E.
DURHAM, NC 27701
SUITE 200
300 MORRIS ST.
KIMLEY-HORN AND ASSOCIATES, INC. TO I-85 TO CARPENTER ROADR4.00 THRU R4.02
R3.00
R6.00 THRU R6.14
R2.05
PAVEMENT MARKING AND SIGNING PLAN
ROADWAY CROSS SECTIONS
TRAFFIC MANAGEMENT PLAN
-L- NORTHERN DURHAM PARKWAY EXTENSION
NOT TO SCALE
DURHAM COUNTY
FERRELL ROAD (SR-1671)-Y1-MSE RETAINING WALL LAYOUT AND ENVELOPE
PLAN VIEW
PROFILE VIEW JUNCTI
ON ROAD
(SR-1675)NAD 83
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECTNORTH CAROLINAR0.01PROJECT NOTESNTSDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_tsh.dgn11/17/2021DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: 919-682-3583019139023 300 MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM UTILITY NOTES
TO BE RELOCATED OUT OF THE PROPOSED PAVEMENT.
WATER METER BOXES THAT ARE ENCOUNTERED WITHIN THE PROPOSED PAVEMENT SECTION ARE 3.
WORK.
PROPOSED PAVEMENT SECTION ARE TO BE RAISED OR LOWERED TO MATCH THE ADJACENT FINISHED
WATER METER BOXES THAT ARE ENCOUNTERED WITHIN THE PROJECT LIMITS OUTSIDE THE 2.
RAISED OR LOWERED TO MATCH THE ADJACENT FINISHED WORK.
WATER VALVE BOXES THAT ARE ENCOUNTERED WITHIN THE PROJECT LIMITS ARE TO BE 1.
GENERAL NOTES
ISSUED.
TREE PROTECTION FENCING SHALL BE INSTALLED AND INSPECTED BEFORE THE GRADING PERMIT IS
AND SAFETY REQUIREMENTS.
ENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING
THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS
EXCAVATE BENCHES WITH A MAXIMUM DEPTH OF 3'.
WHERE FILL IS TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4:1, CONTRACTOR SHALL
REFER TO ROADWAY PLAN FOR HORIZONTAL DIMENSIONS.
PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.
PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED ROADWAY
BY THE OWNER AND PROPERLY DISPOSED OF.
ALL DEMOLITION DEBRIS AND OTHER EXCESS MATERIAL SHALL BE HAULED OFF-SITE AS DIRECTED
FROM THE DEPARTMENT'S MATERIALS AND TESTS UNIT.
DEPARTMENT. COPIES OF THESE MODIFIED TESTING PROCEDURES ARE AVAILABLE UPON REQUEST
ADHERE TO NCDOT REQUIREMENTS, IN ACCORDANCE WITH AASHTO T99 AS MODIFIED BY THE
ALL GRADING / SOIL COMPACTION OPERATIONS WITHIN THE LIMITS OF STATE RIGHT OF WAYS SHALL
MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE.
OTHER NON-COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE
ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY
ADJUSTMENTS AND/OR RELOCATIONS.
GRADING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY
GRASS OR OTHER GROWTH TO PREVENT EROSION.
UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF
SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL EROSION, CONSERVATION, AND
PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES.
SHOWN ON THESE PLANS, TO BEST UTILIZE THE EROSION CONTROL DEVICES IN PLACE, AND TO
FENCES, DIVERSION DITCHES, BERMS, OR OTHER METHODS AS REQUIRED TO DIRECT DRAINAGE AS
ADDITION TO THE MEASURES SHOWN IN THESE PLANS, THE CONTRACTOR SHALL USE INTERIM SILT
CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. IN
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE
NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED, AND MULCHED AS
WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED
DEVICES TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION.
REFER TO EROSION CONTROL SHEETS FOR CLEARING LIMITS AND TEMPORARY EROSION CONTROL
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
BEGINNING AND ENDING AND AT STRUCTURES AND EXISTING PAVEMENT AS DIRECTED BY THE
GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
GRADING
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
PAVING/CURBING
SECTIONS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
225.05 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. 225.04 &
PAVEMENT IS BEING WIDENED OR WHERE NEW CURB AND GUTTER IS PROPOSED.
CONTRACTOR SHALL SAWCUT & REMOVE ANY THE EXISTING PAVEMENT WHEN THE EXISTING
ON THE PLANS AT APPROXIMATE LOCATIONS.
ALL RAMPS SHALL COMPLY WITH THE LATEST NCDOT STANDARDS. WHEELCHAIR RAMPS ARE SHOWN
REQUIREMENTS AND THE "NORTH CAROLINA STATE BUILDING CODE, VOL 1-C ACCESSIBILITY CODE."
ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA
SHALL CONFORM TO MUTCD, AND NCDOT STANDARDS.
ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES ON PUBLIC STREETS
GRADE 60, AND SHALL BE SUPPORTED BY BAR CHAIRS.
ALL REINFORCING STEEL SHALL BE NEW DOMESTIC BILLET STEEL CONFORMING TO ASTM A-615,
SPECIFICATIONS.
PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE NCDOT
OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING
TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE
BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE NOMINATION OF THE
TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL
RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT.
ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT
PLACEMENT.
MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO
CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL
THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE
PROVIDE A SMOOTH SURFACE FOR PAVING.
LEVELING COURSE OF SANDY CLAY OR CLAYEY SAND (P.I. BETWEEN 4 AND 15) AS NEEDED TO
IS ENCOUNTERED AT FINAL SUB GRADE ELEVATION, THE EXPOSED ROCK SHALL BE TOPPED WITH A
ENGINEER. FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 8" LIFTS. IN AREAS WHERE ROCK
UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE GEOTECHICAL
A MINIMUM DENSITY OF 100 PERCENT OF ASTM D-1557 DENSITY AT OPTIMUM MOISTURE CONTENT
ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTED TO
EARTHWORK.
NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO
PAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL
BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF
OF 10' SHALL BE MADE TO CONFORM TO THE EXISTING HEIGHTS AND SHAPES.
WHERE PROPOSED CURB AND GUTTER TIES TO EXISTING CURB OR CURB AND GUTTER, A TRANSITION
LIMITS OF OFFSITE IMPROVEMENTS NOT WITHIN FLOODPLAIN.
OF THE PROJECT ARE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED.
CONTRACTOR TO ENSURE THAT ALL STREETS WITHIN THE LIMITS OF THE PROJECT AND IN FRONT
OCCUPANCY (CO).
FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF
ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED. THE
APPROVAL OF NCDOT.
LANDSCAPING, GRADING, BUILDING ELEVATIONS, LIGHTING, OR UTILITIES WILL BE MADE WITHOUT THE
NO CHANGES TO ANY ASPECT OF THIS ROADWAY PLAN, INCLUDING BUT NOT LIMITED TO,
DETAILS AND ENCROACHMENT AGREEMENTS.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT NCDOT STANDARDS, SPECIFICATIONS,
ROADWAYS MUST BE CAPABLE OF SUPPORTING FIRE APPARATUS DURING CONSTRUCTION.
ELEVATIONS AND SLOPES.
MAIN, GAS, AND WIRE UTILITY STRUCTURES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED
THE FRAMES AND COVERS OF ALL EXISTING AND PROPOSED DRAINAGE, SANITARY SEWER, WATER
THE ENGINEER.
APPROVALS PRIOR TO COMMENCING CONSTRUCTION. NCDOT ENCROACHMENTS SHALL BE OBTAINED BY
CONTRACTOR IS RESPONSIBLE FOR VERIFYING OR OBTAINING ALL REQUIRED PERMITS AND
CONTRACTOR SHALL ARRANGE THE MEETING WITH NCDOT AND THE CITY OF DURHAM.
A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
CONSTRUCTION STAKEOUT FOR THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR.
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY
ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR
SHALL BE INSTALLED PER THE MANUFACTURERS' SPECIFICATIONS.
ALL MANUFACTURERS' PRODUCTS SPECIFIED IN THESE PLANS OR USED AS APPROVED ALTERNATES
DEVICES," AND AS FURTHER DIRECTED BY THE TOWN AND STATE INSPECTORS.
IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN, THE "MANUAL OF UNIFORM TRAFFIC CONTROL
TRAFFIC CONTROL ON PUBLIC STREETS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE
SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR
THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES,
SITE.
SERVICE (ULOCO) AT 1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE
ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE-CALL UTILITIES LOCATION
CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION
PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE IN OR ADJACENT TO THE
CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL
THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE

LIMITED TO TRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT NOT
OTHERWISE NOTED IN THESE PLANS.
THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN UNLESS
SPECIFICATIONS, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY OF
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, CITY OF DURHAM
ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK,
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE NCDOT
WORK IN THIS PROJECT SHALL CONFORM TO THESE PLANS, THE LATEST EDITIONS OF THE NORTH
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
*S.U.E. = Subsurface Utility Engineering
Note: Not to Scale
CONVENTIONAL PLAN SHEET SYMBOLS
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Proposed Wheel Chair Ramp
Curb Cut for Future Wheel Chair Ramp
WCR
CCFR
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Baseline Control Point
RIGHT OF WAY:
Existing Right of Way Marker
Existing Right of Way Line
h
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Proposed Right of Way Line with
Existing Control of Access
Proposed Control of Access
Proposed Right of Way Line
C
F:Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
HYDROLOGY:
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
Swamp Marsh
;zvW
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 Booth
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
]
Q
l
e
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
Recorded U/G Power Line
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)
Recorded U/G Fiber Optics Cable
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
4
I
H
a
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Recorded U/G Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)
r
|
I
]
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
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
Utility Unknown U/G Line
?
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 Corner
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
WW
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
Designated U/G Power Line (S.U.E.*)
Designated U/G Fiber Optics Cable (S.U.E.*)
Designated U/G Water Line (S.U.E.*)
Designated U/G TV Cable (S.U.E.*)
Designated U/G Gas Line (S.U.E.*)
U/G Test Hole (S.U.E.*)
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.
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 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINAR0.02SYMBOLSCONVENTIONAL NTSDRAWN BY: DJD Stream or Body of Water
11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_tsh.dgn11/17/2021DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA1"=50'DRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_typ.dgn11/17/2021DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM PAVEMENT SCHEDULE
PROPOSED 2'-6" CONCRETE CURB & GUTTER
D1
R1
T
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.OC,
EARTH MATERIAL
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS
PROPOSED APPROX 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C,
S PROPOSED 4" CONCRETE SIDEWALK
PROPOSED 1'-6" CONCRETE CURB & GUTTERR2
J1 PROPOSED 10" AGGREGATE BASE COURSE
R1.00
C1
TYPICAL SECTIONSC2 AT AN AVERAGE RATE OF 224 LBS. PER SQ. YD.
PROPOSED APPROX 2.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C
-L- STA. 38+35.64 TO STA 67+70.52
11'2'
R1
T
0.5'
0.02
J1D1
C1
1.5'
T
0.5'
R2
0.5'
0.5'
MIN.
2
:1 T
O

4
:1
2:1 TO 4:1
-L- NORTHERN DURHAM PARKWAY
55'
0.02
POINT
GRADE
CL
10' MUP
1'
C2
J1
2:1 TO 4:1
2
:1 TO
4:1
0.02
1'
11'8.75'MATCHLINE AMATCHLINE B2'
R1
T
0.5'
0.02
0.5'
GROUND
EXISTING
10' MUP
1'
C2
J1
1'MATCHLINE AJ1
2'2:1-L- STA. 41+99.00 TO STA 45+20.00
-L- STA. 54+30.00 TO STA 57+52.00
-L- STA. 59+94.00 TO STA 61+10.00
-L- STA. 42+17.00 TO STA 45+21.00
1.5'
T
0.5'
R2
POINT
GRADE
CL
0.02
14.75'MATCHLINE BJ1
-L- NORTHERN DURHAM PARKWAY
GROUND
EXISTING 2:1
2'
-L- STA. 54+05.00 TO STA 57+25.00
-L- STA. 60+51.00 TO STA 63+65.00
1. REFER TO PLAN SHEETS FOR VARIABLE WIDTHS.
NOTES:
TYPICAL SECTION 2A TYPICAL SECTION 2B
-L- STA. 62+50.00 TO STA 63+47.00
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
4.5'
TYPICAL SECTION 2
GRADING
SITE
GRADING
SITE
VAR.
4.5'-10.5'
2'
R1
T
0.5'
0.02
0.5'
10' MUP
1'
C2
J1
1'MATCHLINE AJ1
2'
-L- STA. 61+10.00 TO STA 62+50.00
TYPICAL SECTION 2C
4.5'7.75'2:1GROUND
TIE TO EXISTING
WALL
RETAINING
PROPOSED
-L- STA. 37+00.00 TO STA 38+35.64
2'
R1
T
0.5'
J1D1
C1
1.5'
T
0.5'
R2
0.5'
2
:1 T
O
4:1
2:1 TO 4:1
-L- NORTHERN DURHAM PARKWAY
0.01
POINT
GRADE
R/W
PROP
CL
2:1 TO 4:1
2
:1 T
O
4:1
0.02
8.75'
TYPICAL SECTION 1
GRADING
SITE
GRADING
SITE
55'
R/W
PROP
R/W
PROP
VAR.
55'-122'
R/W
PROP
55'
TURN-AROUND AREA
22'-94'
VAR.
20.5'
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA1"=50'DRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_psh_4.dgn11/17/2021DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM PLAN VIEWR2.00
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATEMATCH LI
NE
-L- STA 42
+0
0.00
(SEE SHEET R2.
0
1)
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
1. RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
GENERAL SHEET NOTES:
3
0 35400001
0
2
03
040
1-L- PT Sta. 39+96.95
-L- PC Sta. 38+16.07
-L- PT Sta. 33+82.67
-L- PC Sta. 31+16.61
PI Sta 32+52.48
D
L = 266.06'
T = 135.86'
R = 533.00'
-L-
PI Sta 39+07.39
D
L = 180.88'
T = 91.32'
R = 533.00'041'-6" C&G
03-L- POT Sta. 27+00.00
PARKWAY
NORTHERN DURHAM-L-32' R
50' R
30.75'
TYPE 3
-L- STA. 42+17.00GREU TL-2BEGI
N GUARDRAI
L2'-6" C&G 10'+90.07+51.07TYP.
39' INC.+68.95
TYP.39' INC.+3
9.
0
0 +8
9.
0
0
TRANSITION50' TRAIL+2
9.
9
5-L- POT Sta. 37+00.00
BEGIN CONSTRUCTION
8.75' RT
+47.00
1'-6" C&G
47'
47'
66.54' RT
+92.7401 0247' R
-L- STA. 38+25.93
BEGIN 2'-6" C&G
END 1'-6" C&G
30.75' RT
+35.64
11'
11'
32' R32' R
1
TYPE 1
TYPE
24.22' LT
+64.80
-L- STA. 38+64.83
TIE TO SITE
END 5' SIDEWALK
END 1'-6" C&G
5' SIDEWALK
4'
-L- STA. 38+88.01
TIE TO SITE
BEGIN 2'-6" C&G
-L- STA. 38+63.83
TIE TO SITE
END 2'-6" C&G
-L- STA. 38+54.16
TIE TO SITE
END 5' SIDEWALK
-L- STA. 38+92.23
TIE TO SITE
BEGIN 1'-6" C&G
10' MUP
-L- STA. 37+76.00
GREU TL-2
BEGIN GUARDRAIL
-L- STA. 37+76.00
GREU TL-2
END GUARDRAIL
24" RCP-IV
24" RCP-IV
24" RCP-IV
18" RCP-IV
EST 14 SY FF
EST 5 TONS
CLASS B RIP RAP
OUTLET PROTECTION
CB-E
2001
2002
2003
2004
2008
2005
2007
2006
2009
2010
2012
2013
2011
CB-F
CB-F
CB-F
OEP
CB-F
CB-G
CB-F
CB-F
CB-F

CB-G
24" RCP-IV
RCP-IV
18"
RCP-IV
24"
18" RCP-IV
2GI
24" RCP-IV
SEE DETAIL 1
SPECIAL CUT DITCH
RCP-IV
18"
RCP-IV
24"
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA1"=50'DRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_psh_5.dgn11/17/2021DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM PLAN VIEWR2.01
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
MATCH LINE -L- STA 42+00.00 (SEE SHEET R2.00)MATCH LINE -L- STA 56+00.00 (SEE SHEET R2.02)
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
1. RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
GENERAL SHEET NOTES:
4
5 5055
020304 000102010203030402
01
0002
01
0304
-L- PC Sta. 49+60.29
-L- PT Sta. 47+30.29
-L- PC Sta. 42+96.95
-L- PT Sta. 54+04.43
PI Sta 51+96.17
D
L = 444.14'
T = 235.88'
R = 533.00'
D
-L-
PI Sta 45+26.40
L = 433.34'
T = 229.45'
R = 533.00'
1'-6" C&G
11'11'
11'
11'
4'
4'11'11'
1'-6" C&G
NORTHERN DURHAM PARKWAY
-L-
32' R32' R
30.75'
30.75'11'11'04-L- STA. 54+05.00
GREU TL-2
BEGIN GUARDRAIL
-L- STA. 45+21.00
GREU TL-2
END GUARDRAIL
-L- STA. 45+20.00
GREU TL-2
END GUARDRAIL
-L- STA. 54+30.00
GREU TL-2
BEGIN GUARDRAIL
-L- STA. 41+99.00
GREU TL-2
BEGIN GUARDRAIL
TYPE 1
TYPE 3
-L- STA. 42+17.00
GREU TL-2
BEGIN GUARDRAIL
2'-6" C&G
2'-6" C&G5' SIDEWALK10'
10'
+89.00
+63.95
+02.95TYP.39' INC.+3
0.
0
0 +80.00TRANSITION50' TRAIL +89.29+28.29TYP.
39' INC.
+63.43TYP.39' INC.+02.43
+20.00+70.00TRANSITION50' TRAIL
55'R
17.75' LT
+11.33
39.74' LT
+16.39
-L- STA. 47+20.51
TIE TO SITE
BEGIN 5' SIDEWALK
-L- STA. 47+46.38
TIE TO SITE
END 1'-6" C&G
-L- STA. 47+73.38
TIE TO SITE
BEGIN 1'-6" C&G
10' MUP
10' MUP
18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
24" RCP-IV
JB w/MH
JB w/MH
(BURIED 1.0')
81 LF 12' x 6' RCBC
95 LF 42" RCP-IV CULVERT
2118
2116
2115
2114
2113
2112
2111
2110
2109
2108
2106
2107
2105
2104
2103
2102
CB-G
CB-G
CB-G
CB-G
CB-G
CB-F
CB-F
CB-F
CB-F
CB-F
CB-F
2117
BOX
TREATMENT
TSS
24" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV
18" RCP-IV
SEE DETAIL 1
SPECIAL CUT DITCH
SEE DETAIL 2
EST 100 SY GFD
EST 50 TONS
CLASS 'B' RIP RAP
TOE PROTECTION
SEE DETAIL 2
EST 12 SY GFD
EST 6 TONS
CLASS 'B' RIP RAP
TOE PROTECTION
JB W/ MH
SSSGRAVEL DRIVEGRAVELDRIVEGRAVELDRIVE1-STORYBLOCKRESIDENCEWELLWELLCHAINLINK FENCE1-STORYBLOCKRESIDENCERETAININGWALLCHICKENCONCRETEDRIVEINVERT 15"RCP376.93'INVERT 15"RCP376.88'INVERT 12"RCP380.16'INVERT 12"RCP380.14'INVERT 12"RCP384.70'INVERT 12"RCP384.90'INVERT 12"RCP383.65'INVERT 12"RCP383.57'BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA1"=50'DRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_psh_6.dgn11/17/2021DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM PLAN VIEWR2.02
MATCH LINE -L- STA 56+00.00 (SEE SHEET R2.01)
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
1. RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
GENERAL SHEET NOTES:600304
-L- PC Sta. 56+34.43
11'11'4'
1'-6" C&G
2'-6" C&G
30.75'
-L- PT Sta. 61+25.56 0211
'11
'0403PI Sta 58+57.80
D
L = 423.03'
T = 223.36'
R = 533.00'02013-L-
100
' TURN
LANE
TAPER+59.00+09.006570-L- PC Sta. 69+76.33
R = 533.00'
T = 115.40'
L = 227.29'
D
PI Sta 70+91.73
NORTHERN
DURHAM
PARKWAY
-L-
2'-6" C&G
2
.25
'-Y1- POT Sta. 18+39.41
-L- POT Sta. 67+65.95=
D
DS = 40 MPHDS = 40 MPH
15
20
30.75
'(SR 1671)FERRELL ROAD-Y1-+59.00295
' SB
LANE
SHIFT+64.008.75
'8
.75
'19.75
'11
'11
'11
'+73.56+12.56TYP.
39' INC.
1
'-6" C&G
1'-6" C&G
-L- STA. 60+51.00
GREU TL-2
BEGIN GUARDRAIL
-L- STA. 59+94.00
GREU TL-2
BEGIN GUARDRAIL
-L- STA. 57+25.00
GREU TL-2
END GUARDRAIL
-L- STA. 63+47.00
GREU TL-2
END GUARDRAIL
-L- STA. 57+52.00
GREU TL-2
END GUARDRAIL
-L- STA. 63+65.00
GREU TL-2
END GUARDRAIL
5' SIDEWALK10'
4
'10
'PI Sta 15+18.32
D
L = 363.23'
T = 182.40'
R = 1,600.00'
PI Sta 23+58.02
D
L = 397.59'
T = 200.31'
R = 1,320.00'
-Y1-
DS = 40 MPHDS = 40 MPH
-Y1- PT Sta. 16+99.15
-Y1- PC Sta. 21+57.71
-Y1- PC Sta. 13+35.92
5' SIDEWALK55' R
-L- POT Sta. 67+70.52
END CONSTRUCTION
55' R
-L- STA. 67+47.53
TIE TO EXIST PS
END 1'-6" C&G
+36.43+75.43TYP.39' INC.
+
6
2.0
0
+
12.0
0
TRANSITION50' TRAIL
-L- STA. 61+10.00
WALL
BEGIN RETAINING
-L- STA. 62+50.00
WALL
END RETAINING
250
' LEFT
TURN LANE +06.95+32.95-Y1- STA. 15+05.00
END 5' SIDEWALK
-Y1- STA. 22+61.94
END 5' SIDEWALK 4:14:1TYPE 1
TYPE 1
-Y1- POT Sta. 12+50.00
-L- POC Sta. 70+00.00
-Y1- POC Sta. 23+00.00
10' MUP
10
' MUP
18" RCP-IV
CB
18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
JB w/MH
JB w/MH
JB w/MH
100 LF 10' X 7' RCBC (BURIED 1')
2203
2202
2204
2205
2206
2208
2207
2210
2209
2211
2212
2213 2215
2216
2218
2217
2201
BOX
TREATMENT
TSS
CB-G
CB-E
2GI
CB-G CB-G
BOX
TREATMENT
TSS
CB-G
CB-G
CB-G CB-G
CB-F
18" RCP-IV
18" RCP-IV
18" RCP-IV
RCP-IV
18"
18" RCP-IV
RCP-IV
18"
18" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
SEE DETAIL 3
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 2
EST. 80 SY GFD
EST. 40 TONS
CLASS 'B' RIP RAP
TOE PROTECTION
SEE DETAIL 2
EST. 150 SY GFD
EST. 75 TONS
CLASS 'B' RIP RAP
TOE PROTECTION
2214
JB w/MH
18" RCP-IV
REMOVE
RETAIN
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECTNORTH CAROLINA11/17/20211"=50'DRAWN BY: DJD DURHAM019139023WWW.KIMLEY-HORN.COMNC LICENSE #: F-0102PHONE: [phone]© 202111/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_pfl.dgn300 MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM PROFILE VIEW29 30 31 32 33 34 35 36 37 38 39 40
320
330
340
350
360
370
380
390
400
42 43 44 45 46 47 48 49 50 51 52 53 54
320
330
340
350
360
370
380
390
400
410
420
410
420
R2.03
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
41 42
55 56
320
330
340
350
360
370
380
390
400
320
330
340
350
360
370
380
390
400
410
420
410
420
NORTHERN DURHAM PARKWAY
-L-
NORTHERN DURHAM PARKWAY
-L-
GROUND
EXISTING
GRADE
PROPOSED
(+)1.38%
ELEV = 366.93'
-L- STA 37+00.00
BEGIN GRADE
BEGIN PROJECT
(+)1.30%
ELEV = 368.00'
-L- STA 39+50
DITCH GRADE LT
BEGIN SPECIAL
-L- STA 42+00 LTELEV = 371.25'GROUND
EXISTING
GRADE
PROPOSEDPI = 43+79.47
EL = 376.29'
VC = 150'
K = 96
PI = 48+95.89
EL = 391.49'
VC = 300'
K = 46
PI = 55+60.56
EL = 367.76'
VC = 300'
K = 66(-)3
.57%
(+)2.94%
(+)1.38%
ELEV = 370.75'
-L- STA 42+75
DITCH GRADE LT
END SPECIAL
ELEV = 371.25'(-)0.67%
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECTNORTH CAROLINA11/17/20211"=50'DRAWN BY: DJD DURHAM019139023WWW.KIMLEY-HORN.COMNC LICENSE #: F-0102PHONE: [phone]© 202111/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_pfl.dgn300 MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM PROFILE VIEW56 57 58 59 60 61 62 63 64 65 66 67
330
340
350
360
370
380
390
420
410
400
430
R2.04
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
68 69
330
340
350
360
370
380
390
420
410
400
430
NORTHERN DURHAM PARKWAY
-L-
FERRELL ROAD
GROUND
EXISTING
GRADE
PROPOSED
PI = 62+50.00
EL = 374.66'
VC = 200'
K = 100
PI = 65+59.37
EL = 383.94'
VC = 200'
K = 50
(-)1.00%
(+)3.00%
(+)1.00%
ELEV = 382.10'
-L- STA 67+42.94
END GRADE
TIE TO EXIST PAVEMENT
ELEV = 381.99'
-L- STA 67+56.42
END PROJECT
(+)1.14%
ELEV = 366.00'
-L- STA 57+75
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 368.00'
-L- STA 59+50
DITCH GRADE LT
END SPECIAL
360360
360 365365
370BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDWSCALEKHA PROJECTNORTH CAROLINA11/17/2021DRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_psh_WALL.dgnDESIGNED BY: DJDWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, SUITE 200, DURHAM, NC, 27701DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DURHAMBYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDWSCALEKHA PROJECTNORTH CAROLINA11/17/2021DRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_psh_WALL.dgnDESIGNED BY: DJDWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, SUITE 200, DURHAM, NC, 27701DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DURHAMBYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDWSCALEKHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'DRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_psh_WALL.dgnDESIGNED BY: DJDWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, SUITE 200, DURHAM, NC, 27701DO NOT USE FOR CONSTRUCTION
DURHAMPHASE 1PARKWAYNORTHERN DURHAM 340
350
360
345
355
365
370
375
380
385
390
10 11
0
HORIZONTAL
0
VERTICAL
10
10 20
5
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
R2.05
340
345
350
355
360
365
370
375
380
385
390
-L- STA 61+10.00 58.00' RT
-WALL1- STA 10+25.00 =
BEGIN RET WALL
-L- STA 61+73.80 58.00' RT
-WALL1- STA 10+87.11 =
OPENING IN WALL FOR 10'x5' RCBC
-L- STA 61+83.90 58.00' RT
-WALL1- STA 10+97.21 =
OPENING IN WALL FOR 10'x5' RCBC
-L- STA 62+50.00 58.00' RT
-WALL1- STA 11+63.31 =
END RET WALL
ENVELOPEWALL LAYOUT AND MSE RETAINING 2210
2211
2212
2213ONORTH DURHAM PARKWAY
-L-
NAD 83NAD 83NAD 83
STATIONING ALONG WALL
OF WALL COPING
PROPOSED TOP
GRADE
PROPOSED FINISHED
FACE OF WALL
EXIST GROUND
INVERT: 356.5'
PROPOSED 10'x5' RCBC
-WALL1- STA 10+86.38
FOR 10'x5' RCBC
OPENING IN WALL -WALL1- STA 10+98.05
FOR 10'x5' RCBC
OPENING IN WALL
ELEV. = 358.00'
-WALL1- STA 10+25.00
ELEV. = 358.00'
-WALL1- STA 10+50.00
ELEV. = 357.00'
-WALL1- STA 10+51.00
ELEV. = 357.00'
-WALL1- STA 10+75.00
ELEV. = 356.00'
-WALL1- STA 10+76.00
ELEV. = 357.00'
-WALL1- STA 11+11.00
ELEV. = 356.00'
-WALL1- STA 11+10.00
ELEV. = 359.00'
-WALL1- STA 11+38.00
ELEV. = 357.00'
-WALL1- STA 11+36.00
ELEV. = 359.00'
-WALL1- STA 11+63.31
ELEV. = 369.62'
-L- STA 61+10.00 58.00' RT
-WALL1- STA 10+25.00 =
BEGIN RET WALL
ELEV. = 371.87'
-L- STA 62+50.00 58.00' RT
-WALL1- STA 11+63.31 =
END RET WALL
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA1"=50'DRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Plan Sheets\019139023_wztc.dgn11/17/2021DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM ADVANCE WARNING SIGNS
TRAFFIC NOTES
ARE CONSIDERED A PART OF THESE PLANS:
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
ROADWAY STANDARD DRAWINGS
TITLESTD. NO.
IS IMPACTED BY CONSTRUCTION, CONTRACTOR TO PROVIDE ALTERNATE ADA ROUTE.
FF) EXISTING PEDESTRIAN FACILITIES ARE TO REMAIN OPEN DURING CONSTRUCTION. IF A PEDESTRIAN FACILITY
UNEVEN AREAS. USE DRUMS TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS.
SIGNS (W8-7) AND BLACK ON ORANGE ''PAVEMENT ENDS'' SIGNS (W8-3) AND RESPECTIVELY IN ADVANCE OF THE
APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL"
EE) IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAY'S TIME, BRING THE TIE-IN AREA TO AN
DD) ACCESS SHALL BE MAINTAINED TO ALL RESIDENCES AND BUSINESSES AT ALL TIMES.
CC) STOCKPILE EXISTING SIGNS FOR USE WHEN NEEDED IN TEMPORARY LOCATIONS DURING CONSTRUCTION.
BB) POLICE MAY BE USED TO MAINTAIN TRAFFIC THROUGH INTERSECTIONS.
MISCELLANEOUS
FENCING, AND SIGNAGE.
AA) PEDESTRIAN AND BICYCLIST SAFETY MUST BE MAINTAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS,
PEDESTRIAN AND BICYCLIST SAFETY
Z) CHANGES TO THE TRAFFIC CONTROL REQUIRE APPROVAL FROM NCDOT PRIOR TO COMMENCING FIELD OPERATIONS.
WITH THE NEW TRAFFIC PATTERN(S).
Y) BEFORE SHIFTING TRAFFIC TO NEW LOCATIONS, CONTRACTOR SHALL REMOVE ANY MARKINGS WHICH CONFLICT
THERMOPLASTIC PAVEMENT MARKING INSTALLATION.
X) CONTRACTOR SHALL MAINTAIN ALL TEMPORARY PAINT PAVEMENT MARKINGS UNTIL COMPLETION OF
DRYING TIME, AS DETERMINED BY THE ENGINEER.
WILL REMAIN IN PLACE OVER THREE (3) MONTHS. PLACE ADDITIONAL APPLICATIONS OF PAINT UPON SUFFICIENT
W) PLACE AT LEAST TWO APPLICATIONS OF PAINT ON NEW ASPHALT WITH TEMPORARY TRAFFIC PATTERNS WHICH
V) REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH DAY'S OPERATION.
U) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
DETERMINED BY THE ENGINEER.
ASPHALT PAVEMENT. PLACE ADDITIONAL APPLICATIONS OF PAINT UPON SUFFICIENT DRYING TIME, AS
T) PLACE AT LEAST TWO APPLICATIONS OF PAINT PAVEMENT MARKINGS ON THE FINAL WEARING SURFACE ON NEW
DATED JANUARY 2018 FOR APPLICATION TIMES AND TEMPERATURE CONDITIONS FOR PAVEMENT MARKINGS.
S) REFER TO SECTION 1205 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
R) INSTALL PAVEMENT MARKINGS AS SHOWN ON PLAN SHEETS.
PAVEMENT MARKINGS AND MARKERS
ALL TRAFFIC CONTROL SHALL CONFORM TO THE LATEST MUTCD AND 2018 NCDOT STANDARDS
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
SNOWPLOWABLE RAISED PAVEMENT MARKERS1253.01

RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY 1251.01
PAVEMENT MARKER SPACING1250.01
PAVEMENT MARKINGS - NEW INTERCHANGES AND INTERSECTIONS1205.13
PAVEMENT MARKINGS - PAINTED ISLANDS1205.09
PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES1205.08
PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS 1205.07
PAVEMENT MARKINGS - TURN LANES1205.05
PAVEMENT MARKINGS - INTERSECTIONS1205.04
PAVEMENT MARKINGS - DIVIDED AND UNDIVIDED ROADWAYS1205.02

PAVEMENT MARKINGS - LINE TYPES AND OFFSETS1205.01
SKINNY DRUM 1180.01
FLAGGING DEVICES1150.01
BARRICADES1145.01
CONES1135.01
DRUMS 1130.01
FLASHING ARROW BOARDS1115.01
PORTABLE WORK ZONE SIGNS1110.02
STATIONARY WORK ZONE SIGNS1110.01
TRAFFIC CONTROL DESIGN TABLES1101.11
TEMPORARY SHOULDER CLOSURES1101.04
TEMPORARY LANE CLOSURES1101.02
WORK ZONE WARNING SIGNS1101.01
R3.00MANAGEMENT PLANTRAFFICAPPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
- DO NOT BACK BRACE SIGN SUPPORTS.
REMOVE ENTIRE POST WHEN REMOVING SIGNS WITH SPLICED POSTS.
- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1110.01.
TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1110.
POSTS, 3 LB STEEL U-CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING
ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD
TUBING POSTS HAVING EQUIVALENT STRENGTH OF THE 3 LB STEEL U-CHANNEL POST ARE ALSO
MAY BE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL
U-CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION SECTION 1094-1(B),
- USE 3 LB STEEL U-CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 3 LB STEEL
- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.

-FERRELL RD - 500' BEFORE CONSTRUCTION LIMITS
- ADVANCE WARNING SIGN SPACING IS RECOMMENDED TO BE THE FOLLOWING:
APPLICATION IS USED, SIGNS MAY BE PORTABLE MOUNTED.
MAY USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING
SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS, THIS SIGNING APPLICATION IS OPTIONAL;
- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR
- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK.
WORK ZONE SIGNS.
- USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED
UNOPENED LANES ARE CLOSED TO TRAFFIC. THESE DRUMS SHALL BE IN ADDITION TO CHANNELIZING DEVICES.
Q) PLACE SETS OF THREE DRUMS PERPENDICULAR TO THE EDGE OF THE TRAVELWAY ON 300 FT CENTERS WHEN
CLOSURES ARE NOT IN EFFECT.
EXCEPT 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY, WHEN LANE
P) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH),
TRAFFIC CONTROL DEVICES
O) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN.
N) PROVIDE PERMANENT SIGNING.
ZONE WARNING SIGNS, AS DIRECTED BY THE ENGINEER.
WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR COVER ALL ADVANCE WORK
AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
M) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 100 FT FROM THE EDGE OF TRAVEL LANE
SIGNING

ADVANCE WARNING "UNEVEN LANES" SIGNS (W8-11) 500 FT IN ADVANCE OF THE UNEVEN AREA.
L) DO NOT EXCEED A DIFFERENCE OF 1.5 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC. INSTALL

BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER.

BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH.

AN OPENED TRAVEL LANE THAT HAS A DROP-OFF AS FOLLOWS:
K) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO
PAVEMENT EDGE DROP OFF REQUIREMENTS
IS BEING PERFORMED BEHIND A LANE CLOSURE ON THE OPPOSITE SIDE OF THE TRAVELWAY.
J) DO NOT PERFORM WORK INVOLVING HEAVY EQUIPMENT WITHIN 15 FT OF THE EDGE OF TRAVELWAY WHEN WORK

A TWO-LANE, TWO-WAY ROAD.
I) DO NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME LOCATION, ON

CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
FACILITY, CLOSE THE LANE ACCORDING THE ROADWAY STANDARD DRAWINGS OR AS DIRECTED BY THE ENGINEER.
H) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED

DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD
G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY

BY BARRIER OR GUARDRAIL.
NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED
F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL LANE, CLOSE THE

CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER.
E) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE

LANE AND SHOULDER CLOSURE REQUIREMENTS

THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR OTHERWISE DIRECTED BY THE ENGINEER.
D) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC OF AN OPEN TRAVELWAY UNLESS
FROM 6 AM TO 9 AM AND FROM 4 PM TO 6 PM
1. FERRELL RD MONDAY THROUGH FRIDAY TRAFFIC SHIFTS
ROAD NAME DAY AND TIME RESTRICTIONS OPERATIONS
C) DO NOT STOP TRAFFIC FOR MORE THAN 15 MINUTES AS FOLLOWS:

DIRECTED BY THE ENGINEER.
AND 6:00 AM THE MONDAY AFTER THE SPECIAL EVENT, OR AS OTHERWISE
BETWEEN THE HOURS OF 9:00 PM THE THURSDAY BEFORE THE SPECIAL EVENT
IF THE SPECIAL EVENT IS ON A FRIDAY, SATURDAY, OR SUNDAY, THEN
FOLLOWING THE SPECIAL EVENT.
OF 9:00 P.M. THE DAY BEFORE THE SPECIAL EVENT AND 6:00 A.M.THE DAY
9. FOR SPECIAL EVENTS, NOTED BY THE ENGINEER, BETWEEN THE HOURS
TUESDAY AFTER THE WEEK OF CHRISTMAS.
BEFORE THE WEEK OF CHRISTMAS DAY AND 6:00 A.M. THE FOLLOWING
8. FOR CHRISTMAS, BETWEEN THE HOURS OF 9:00 P.M. THE FRIDAY
6:00 A.M. MONDAY.
7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 9:00 P.M. TUESDAY TO
6:00 A.M. TUESDAY.
6. FOR LABOR DAY, BETWEEN THE HOURS OF 9:00 P.M. FRIDAY AND
INDEPENDENCE DAY.
INDEPENDENCE DAY AND 6:00 A.M. THE TUESDAY AFTER
THEN BETWEEN THE HOURS OF 9:00 P.M. THE THURSDAY BEFORE
IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY
INDEPENDENCE DAY.
DAY BEFORE INDEPENDENCE DAY AND 6:00 A.M. THE DAY AFTER
5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 9:00 P.M. THE
6:00 A.M. TUESDAY.
4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 9:00 P.M. FRIDAY TO
6:00 A.M. MONDAY.
3. FOR EASTER, BETWEEN THE HOURS OF 9:00 P.M. THURSDAY AND
TUESDAY.
SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 6:00 A.M. THE FOLLOWING
TO 6:00 A.M. JANUARY 2ND. IF NEW YEAR'S DAY IS ON A FRIDAY,
2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 9:00 P.M. DECEMBER 31st
VOLUMES, AS DIRECTED BY THE ENGINEER.
1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC
HOLIDAY

1. FERRELL RD
ROAD NAME

B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS:
FROM 6 AM TO 9 AM AND FROM 4 PM TO 6 PM
1. FERRELL RD MONDAY THROUGH FRIDAY
ROAD NAME DAY AND TIME RESTRICTIONS

A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:
TIME RESTRICTIONS

WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT

REMOVAL OF DEVICES.
UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR
DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR
SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE
ADAPT THE TRAFFIC CONTROL CONCEPTS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA1"=50'DRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\PMP & Signing\019139023_pmp_psh_4.dgn11/17/2021DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM MATCH LI
NE
-L-
STA 42+00.00
(SEE SHEET R4.01)AND SIGNING PLANPAVEMENT MARKING PAVEMENT MARKING SYMBOLS
PAVEMENT MARKING LINES
PAVEMENT MARKING
PAVEMENT MARKER LEGEND
- CRYSTAL / RED PAVEMENT MARKER
- YELLOW / YELLOW PAVEMENT MARKER
- DIRECTION OF TRAFFIC FLOW
DENOTES SIGNALIZED INTERSECTION
DENOTES EXISTING SIGNAL
DENOTES NEW "U" CHANNEL POST/PROPOSED SIGN LOCATION
DENOTES EXISTING "U" CHANNEL POST/EXISTING SIGN LOCATION
DENOTES EXISTING SIGN
SIGNING LEGEND
SIGNING NOTES
T46 - THERMOPLASTIC (8" WHITE, 90 MILS) CROSSWALK LINE
T70 - THERMOPLASTIC (LEFT TURN ARROW) (90 MILS)
T61 - THERMOPLASTIC (24" WHITE, 90 MILS) STOPBAR
PRIOR TO INSTALLATION.
TRANSPORTATION AND FACILITIES DEPARTMENT STAFF
ALL STREET NAME SIGNS SHALL BE APPROVED BY THE
5. ALL STREET NAME SIGNS SHALL ADHERE TO 2009 MUTCD.
REFLECTIVE SHEETING.
4. THE BACKGROUND FOR TYPE E & F SIGNS SHALL BE TYPE C
3. REMOVE AND DISPOSE OF EXISTING SIGNS AND "U" CHANNEL POST.
2. ERECT EXISTING SIGN ON NEW "U" CHANNEL POST.
1. REMOVE AND DISPOSE OF EXISTING "U" CHANNEL POST.
T13 - THERMOPLASTIC (4" YELLOW, 90 MILS) YELLOW DOUBLE CENTER
T42 - THERMOPLASTIC (8" YELLOW, 90 MILS) DIAGONAL LINE
R4.00
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
T4 - THERMOPLASTIC (4" WHITE, 90 MILS) 3' - 9'/SP MINISKIP
T2 - THERMOPLASTIC (4" WHITE, 90 MILS) LANE LINE
T71 - THERMOPLASTIC (RIGHT TURN ARROW) (90 MILS)
ADJACENT DEVELOPMENT PROJECT ON FERRELL ROAD.
5. COORDINATE PROPOSED PAVEMENT MARKINGS WITH
SNOWPLOWABLE
4. ALL RAISED REFLECTIVE PAVEMENT MARKERS TO BE
DRAWINGS.
PLACED ACCORDING TO NCDOT ROADWAY STANDARD
3. RAISED REFLECTIVE PAVEMENT MARKERS ARE TO BE
OR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS.
2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS
EXISTING MARKINGS AT PROJECT LIMITS.
1. CONTRACTOR TO TIE PROPOSED MARKINGS TO
NOTES:
11'
11'
T13
T46 T46
11'11'
11'11'
T61 STOP

PARKWAYNORTHERN DURHAM-L-STOP T61
30" X 30"
R1-1

BEGIN
-L- STA 39+20
30" X 30"
R1-1
-L- STA 38+97
-L- STA 38+53
-L- POT Sta. 37+00.00
BEGIN CONSTRUCTION
T13
3
0 3540
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA1"=50'DRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\PMP & Signing\019139023_pmp_psh_5.dgn11/17/2021DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM MATCH LINE -L- STA 56+00.00 (SEE SHEET R4.02)
MATCH LINE -L- STA 42+00.00 (SEE SHEET R4.00)AND SIGNING PLANPAVEMENT MARKING PAVEMENT MARKING
PAVEMENT MARKER LEGEND
- CRYSTAL / RED PAVEMENT MARKER
- YELLOW / YELLOW PAVEMENT MARKER
- DIRECTION OF TRAFFIC FLOW
DENOTES SIGNALIZED INTERSECTION
DENOTES EXISTING SIGNAL
DENOTES NEW "U" CHANNEL POST/PROPOSED SIGN LOCATION
DENOTES EXISTING "U" CHANNEL POST/EXISTING SIGN LOCATION
DENOTES EXISTING SIGN
SIGNING LEGEND
SIGNING NOTES
PRIOR TO INSTALLATION.
TRANSPORTATION AND FACILITIES DEPARTMENT STAFF
ALL STREET NAME SIGNS SHALL BE APPROVED BY THE
5. ALL STREET NAME SIGNS SHALL ADHERE TO 2009 MUTCD.
REFLECTIVE SHEETING.
4. THE BACKGROUND FOR TYPE E & F SIGNS SHALL BE TYPE C
3. REMOVE AND DISPOSE OF EXISTING SIGNS AND "U" CHANNEL POST.
2. ERECT EXISTING SIGN ON NEW "U" CHANNEL POST.
1. REMOVE AND DISPOSE OF EXISTING "U" CHANNEL POST.
R4.01
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
PAVEMENT MARKING SYMBOLS
PAVEMENT MARKING LINES
T46 - THERMOPLASTIC (8" WHITE, 90 MILS) CROSSWALK LINE
T61 - THERMOPLASTIC (24" WHITE, 90 MILS) STOPBAR
T13 - THERMOPLASTIC (4" YELLOW, 90 MILS) YELLOW DOUBLE CENTER
T42 - THERMOPLASTIC (8" YELLOW, 90 MILS) DIAGONAL LINE
T4 - THERMOPLASTIC (4" WHITE, 90 MILS) 3' - 9'/SP MINISKIP
T2 - THERMOPLASTIC (4" WHITE, 90 MILS) LANE LINE
T70 - THERMOPLASTIC (LEFT TURN ARROW) (90 MILS)
T71 - THERMOPLASTIC (RIGHT TURN ARROW) (90 MILS)
ADJACENT DEVELOPMENT PROJECT ON FERRELL ROAD.
5. COORDINATE PROPOSED PAVEMENT MARKINGS WITH
SNOWPLOWABLE
4. ALL RAISED REFLECTIVE PAVEMENT MARKERS TO BE
DRAWINGS.
PLACED ACCORDING TO NCDOT ROADWAY STANDARD
3. RAISED REFLECTIVE PAVEMENT MARKERS ARE TO BE
OR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS.
2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS
EXISTING MARKINGS AT PROJECT LIMITS.
1. CONTRACTOR TO TIE PROPOSED MARKINGS TO
NOTES:
T13
T46
NORTHERN DURHAM PARKWAY
-L-
T13
11'11'
11'11'

END
-L- STA 47+08

BEGIN
-L- STA 48+05 SPEED35LIMIT STOP -L- STA 47+28
30" X 30"
R1-1
T61
SPEED35LIMIT 30" X 36"
R2-1
-L- STA 49+65
-L- STA 45+51
30" X 36"
R2-1
4
5 5055
T13
T13
657015
20 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA1"=50'DRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\PMP & Signing\019139023_pmp_psh_6.dgn11/17/2021DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM MATCH LINE -L- STA 56+00.00 (SEE SHEET R4.01)AND SIGNING PLANPAVEMENT MARKING PAVEMENT MARKING
PAVEMENT MARKER LEGEND
- CRYSTAL / RED PAVEMENT MARKER
- YELLOW / YELLOW PAVEMENT MARKER
- DIRECTION OF TRAFFIC FLOW
DENOTES SIGNALIZED INTERSECTION
DENOTES EXISTING SIGNAL
DENOTES NEW "U" CHANNEL POST/PROPOSED SIGN LOCATION
DENOTES EXISTING "U" CHANNEL POST/EXISTING SIGN LOCATION
DENOTES EXISTING SIGN
SIGNING LEGEND
SIGNING NOTES
PRIOR TO INSTALLATION.
TRANSPORTATION AND FACILITIES DEPARTMENT STAFF
ALL STREET NAME SIGNS SHALL BE APPROVED BY THE
5. ALL STREET NAME SIGNS SHALL ADHERE TO 2009 MUTCD.
REFLECTIVE SHEETING.
4. THE BACKGROUND FOR TYPE E & F SIGNS SHALL BE TYPE C
3. REMOVE AND DISPOSE OF EXISTING SIGNS AND "U" CHANNEL POST.
2. ERECT EXISTING SIGN ON NEW "U" CHANNEL POST.
1. REMOVE AND DISPOSE OF EXISTING "U" CHANNEL POST.
R4.02
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
PAVEMENT MARKING SYMBOLS
PAVEMENT MARKING LINES
T46 - THERMOPLASTIC (8" WHITE, 90 MILS) CROSSWALK LINE
T61 - THERMOPLASTIC (24" WHITE, 90 MILS) STOPBAR
T13 - THERMOPLASTIC (4" YELLOW, 90 MILS) YELLOW DOUBLE CENTER
T42 - THERMOPLASTIC (8" YELLOW, 90 MILS) DIAGONAL LINE
T4 - THERMOPLASTIC (4" WHITE, 90 MILS) 3' - 9'/SP MINISKIP
T2 - THERMOPLASTIC (4" WHITE, 90 MILS) LANE LINE
T70 - THERMOPLASTIC (LEFT TURN ARROW) (90 MILS)
T71 - THERMOPLASTIC (RIGHT TURN ARROW) (90 MILS)
ADJACENT DEVELOPMENT PROJECT ON FERRELL ROAD.
5. COORDINATE PROPOSED PAVEMENT MARKINGS WITH
SNOWPLOWABLE
4. ALL RAISED REFLECTIVE PAVEMENT MARKERS TO BE
DRAWINGS.
PLACED ACCORDING TO NCDOT ROADWAY STANDARD
3. RAISED REFLECTIVE PAVEMENT MARKERS ARE TO BE
OR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS.
2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS
EXISTING MARKINGS AT PROJECT LIMITS.
1. CONTRACTOR TO TIE PROPOSED MARKINGS TO
NOTES:
11'11'T13
11
'11
'NORTHERN
DURHAM
PARKWAY
-L-
T42
T13
T13
T46
T61
T4
T4
T70
T71
T70
T71
11
'11
'11
'STOP

30" X 30"
R1-1

BEGIN
-L- STA 63+59

END
-L- STA 67+11

END
-L- STA 67+12
T2

BEGIN
-L- STA 61+64
T2
(SR 1671)FERRELL ROAD-Y1- SPEED35LIMIT 30" X 36"
R2-1
-L- STA 65+33
-L- STA 67+13
(SR 1671)FERRELL ROAD-Y1-657015
20
BEGIN
END
-L- STA 64+59
T13
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
345 345
350 350
355 355
360 360
365 365
370 370
375 375
380 380
36+00.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
36+50.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
37+00.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
37+50.00
R6.00
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-
3:1
PROPOSED SITE GRADING
367.700.010 3:1PROPOSED SITE GRADING
368.64CL 367.62
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
380 380
385 385
390 390
38+00.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
38+50.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
39+00.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
39+50.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
40+00.00
R6.01
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-3:1PROPOSED SITE GRADING
368.423:1PROPOSED SITE GRADING
0.023 369.44 CL 368.310.035
DRIVE
SITE
PROPOSED SITE GRADING
PROPOSED SITE GRADINGDRIVE
SITE
CL 369.0000.04
PROPOSED SITE GRADING
PROPOSED SITE GRADING
DRIVE
SITE DRIVE
SITE
CL 369.68370.69371.6000.04
PROPOSED SITE GRADING
PROPOSED SITE GRADINGCL 370.37368.00
4:12:10.038371.36372.22PROPOSED SITE GRADING
PROPOSED SITE GRADINGCL 371.06368.65
4:12:1
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
355 355
360 360
365 365
370 370
375 375
380 380
385 385
40+50.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
41+00.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
41+50.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
390 390
42+00.00
R6.02
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-
0.025371.95372.48PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 371.75369.30
4:12:10.012372.54372.75PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 372.44369.95
4:12:10.001373.12373.02PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 373.13370.602:14:1 2:10.014 373.29373.71PROPOSED SITE GRADING
PROPOSED SITE GRADINGCL 373.82371.25
4:12:1
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
355 355
360 360
365 365
370 370
375 375
380 380
385 385
42+50.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
43+00.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
43+50.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
44+00.00
R6.03
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-2:10.026 373.56374.30PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 374.51371.50
4:12:12:1373.83374.880.0402:1 CL 375.202:10.040 374.60375.672:1 CL 375.992:10.040 375.66376.732:1 CL 377.05
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
380 380
385 385
390 390
44+50.00
365 365
370 370
375 375
380 380
385 385
390 390
395 395
45+00.00
365 365
370 370
375 375
380 380
385 385
390 390
395 395
45+50.00
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
46+00.00
R6.04
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-2:10.040 376.98378.052:1
PROPOSED SITE GRADING
PROPOSED SITE GRADINGCL 378.372:10.040 378.45379.52PROPOSED SITE GRADING
PROPOSED SITE GRADINGCL 379.842:1 380.99379.920.040
PROPOSED SITE GRADING
PROPOSED SITE GRADINGCL 381.31382.46381.390.040
PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 382.79
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
370 370
375 375
380 380
385 385
390 390
395 395
400 400
46+50.00
370 370
375 375
380 380
385 385
390 390
395 395
400 400
47+00.00
375 375
380 380
385 385
390 390
395 395
47+50.00
375 375
380 380
385 385
390 390
395 395
400 400
405 405
48+00.00
R6.05
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-383.93382.860.040
PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 384.253:1 0.037385.43384.42PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 385.720.024
DRIVE
SITE
386.293:1PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 387.190.012388.26387.89PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 388.35
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
48+50.00
370 370
375 375
380 380
385 385
390 390
395 395
400 400
49+00.00
370 370
375 375
380 380
385 385
390 390
395 395
400 400
49+50.00
370 370
375 375
380 380
385 385
390 390
395 395
400 400
50+00.00
R6.06
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-
0.001388.97388.92PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 388.960.014389.15389.41PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 389.030.027388.77389.36PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 388.56387.86388.760.040
PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 387.54
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
50+50.00
365 365
370 370
375 375
380 380
385 385
390 390
395 395
51+00.00
365 365
370 370
375 375
380 380
385 385
390 390
51+50.00
365 365
370 370
375 375
380 380
385 385
390 390
52+00.00
365 365
370 370
375 375
380 380
385 385
52+50.00
R6.07
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-386.31387.220.040
PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 385.99384.52385.430.040
PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 384.20382.74383.650.040
PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 382.42380.95381.860.040
PROPOSED SITE GRADING
PROPOSED SITE GRADINGCL 380.63379.17380.080.040
PROPOSED SITE GRADING
PROPOSED SITE GRADINGCL 378.85
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
380 380
385 385
53+00.00
360 360
365 365
370 370
375 375
380 380
385 385
53+50.00
360 360
365 365
370 370
375 375
380 380
54+00.00
355 355
360 360
365 365
370 370
375 375
54+50.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
55+00.00
R6.08
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-377.38378.290.040
PROPOSED SITE GRADING
PROPOSED SITE GRADINGCL 377.06375.60376.510.040
PROPOSED SITE GRADING
PROPOSED SITE GRADINGCL 375.283:10.031 374.42373.743:1
PROPOSED SITE GRADING PROPOSED SITE GRADING
CL 373.492:10.018 372.33371.972:1 CL 371.832:10.005 370.62370.572:1 CL 370.53
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
360 360
365 365
370 370
375 375
380 380
55+50.00
345 345
350 350
355 355
360 360
365 365
370 370
375 375
56+00.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
56+50.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
57+00.00
R6.09
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-2:10.008 369.28369.562:1 CL 369.622:10.021 368.33368.922:1 CL 369.092:10.033 367.76368.672:1 CL 368.942:10.040 367.77368.842:1 CL 369.16
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
360 360
365 365
370 370
375 375
380 380
57+50.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
58+00.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
58+50.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
59+00.00
R6.10
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-2:10.040 368.27369.34CL 369.663:1 369.84368.770.040CL 370.163:1
3:1366.293:1370.34369.270.040CL 370.663:1
3:1366.863:1370.84369.770.040CL 371.163:13:1
367.433:1
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
350 350
355 355
360 360
365 365
370 370
375 375
380 380
59+50.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
60+00.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
60+50.00
345 345
350 350
355 355
360 360
365 365
370 370
375 375
61+00.00
R6.11
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-371.34370.270.040
PROPOSED SITE GRADING
CL 371.663:1368.003:13:1 2:10.040 370.77371.843:1
PROPOSED SITE GRADING
CL 372.162:10.040 371.27372.34PROPOSED SITE GRADING CL 372.662:10.033 371.992:1 372.892:1 CL 373.16
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
345 345
350 350
355 355
360 360
365 365
370 370
375 375
380 380
61+50.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
62+00.00
355 355
360 360
365 365
370 370
375 375
380 380
62+50.00
355 355
360 360
365 365
370 370
375 375
380 380
63+00.00
360 360
365 365
370 370
375 375
380 380
63+50.00
R6.12
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-2:10.020 372.91373.492:1 370.35CL 373.660.020 373.55374.152:1 2:1370.99CL 374.282:10.020 374.422:1 375.06371.87CL 375.16PROPOSED SITE GRADING 2:10.020 375.552:1 376.22PROPOSED SITE GRADING
CL 376.28PROPOSED SITE GRADING3:10.020 376.922:1 377.63PROPOSED SITE GRADING
PROPOSED SITE GRADINGCL 377.66
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
360 360
365 365
370 370
375 375
380 380
385 385
64+00.00
365 365
370 370
375 375
380 380
385 385
64+50.00
365 365
370 370
375 375
380 380
385 385
390 390
65+00.00
365 365
370 370
375 375
380 380
385 385
390 390
395 395
65+50.00
365 365
370 370
375 375
380 380
385 385
390 390
395 395
66+00.00
R6.13
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-379.17378.420.020
PROPOSED SITE GRADING PROPOSED SITE GRADING
CL 379.163:1380.71379.920.020
PROPOSED SITE GRADING PROPOSED SITE GRADING
CL 380.66382.050.020 381.26PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 381.99382.89382.100.020
PROPOSED SITE GRADING PROPOSED SITE GRADING
CL 382.83383.240.020 382.44PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 383.18
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: TDW SCALEDESIGNED BY: DJD KHA PROJECT019139023NORTH CAROLINA11/17/20211"=10'CROSS-SECTIONSROADWAYDRAWN BY: DJD 11/17/2021K:\DUR_Roadway\019139023 - Junction & Ferrell Durham\Plan\Cross-Sections\019139023_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2021PHONE: [phone] MORRIS STREET, DURHAM, NC 27701, SUITE 200DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PHASE 1PARKWAYNORTHERN DURHAM 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
66+50.00
370 370
375 375
380 380
385 385
390 390
395 395
400 400
67+00.00
370 370
375 375
380 380
385 385
390 390
395 395
400 400
67+50.00
370 370
375 375
380 380
385 385
390 390
395 395
400 400
68+00.00
R6.14
DATE
DATE
DATE
DATE
DATE
TRANSPORTATION
STORM WATER
ENGINEERING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
NORTH DURHAM PARKWAY
-L-383.08382.290.020
PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 383.023:10.020 381.803:1382.60PROPOSED SITE GRADING
PROPOSED SITE GRADING
CL 382.53