20200967 Ver 2_2020-11-06_Davis Park East Hopson Road Widening- Full Set for Submittal_20201113

386.6
385.5
385.4386.6
VICINITY MAP
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0 5025
0 5025
0 105 BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINAR0.0011/6/2020TITLE SHEETA
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DRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Plan Sheets\013276001_tsh.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]' EAST OF DAVIS DRIVE (SR 1999) TO S MIAMI BOULEVARD (NC 54)
LOCATION: ALONG HOPSON ROAD (SR 1978) FROM
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTS
DAVIS PARK EAST - HOPSON ROAD WIDENING
OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST 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
ENGINEER:
SURVEYOR:
DEVELOPER:
-L- Sta. 18+70.71
BEGIN PROJECT
PROJECT
BEGIN
800.733.5646
DURHAM, NC 27713
2905 MERIDIAN PKWY.
MCADAMS
SHEET NO.DESCRIPTION
TITLE SHEET
CONVENTIONAL SYMBOLS
TYPICAL SECTIONS
R0.02
R0.01
R0.00
PROJECT NOTES
ROADWAY CROSS SECTIONSR6.00 THRU 6.09
EROSION CONTROL PLAN
R
2.00R2.01
-L- Sta. 44+01.87
END PROJECT
-L- HOPSON ROAD (SR 1978)
NOT TO SCALE
(54
(54
(54
EMPEROR BLVD.S MIAMI BLVD. (NC 54)SLATER RD.
PROJECT
END
TO SLATER RD
HOPSON RD. (SR 1978)
SLATER RD. (NC 54)
R1.00 THRU R1.01 DISTRIBUTION DRIVES MIAMI BLVD (NC 54)R4.00 THRU R4.01
R5.00 THRU R5.03 DAVIS DRIVE (SR 1999)KEYSTONE PARK DRIVE TO DAVIS DR (SR 1999)
ORLANDO, FL 32803
SUITE 100
600 E. COLONIAL DR.
RESEARCH TRIANGLE, LTD.
R2.00 THRU 2.01 PLAN SHEETS
R2.02 PROFILE SHEET
R3.00 THRU R3.08
R1.05 DRAINAGE DETAILS
TRAFFIC MANAGEMENT PLAN
PAVEMENT MARKING AND SIGNING PLAN
PAGE ROAD
DESIGN DATA
2020 ADT VOLUME 15,000 VPD
22,000 VPD2040 ADT VOLUME
% TRUCKS 2%
DESIGN SPEED 40 MPH
[e-mail]
919.677.2000
CHADWICK BECK, P.E.
DURHAM, NC 27701
SUITE 200
300 MORRIS ST.
KIMLEY-HORN AND ASSOCIATES, INC.
R1.02 THRU R1.04 TYPICAL SECTIONS
R7.00 RAILROAD CROSSING FIGURE
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECTNORTH CAROLINAR0.01
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PROJECT NOTESNTSDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Plan Sheets\013276001_tsh.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: 919-682-3583013276001 DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST 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: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINAR0.02SYMBOLSCONVENTIONAL NTSDRAWN BY: TDW Stream or Body of Water
11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Plan Sheets\013276001_tsh.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
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SEAL
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34391
H O
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KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINAA
NILTR
NF
E
ONORP
SEAL
E
G EENI
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OISS
LAN
34391
H O
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KCEB .W KCI
WDAHC
NTSTYPICAL SECTIONSDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Plan Sheets\013276001_typ.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST R1.01
GRADE
POINT
TYPICAL SECTION NO. 3
CL -L- HOPSON ROAD
ROW
EXIST
VAR11'3.5'
0.5'
R1 C2
UD1E1
T2:1 T
O

4
:12:1 TO 4:1
2'
0.02
-L- STA. 34+00.00 TO STA 37+41.00
11'11'11'
VARVAR
GROUND
EXISTING
1.5'1.5'
28.5'-30.25'
9'-16.5'
10'
PATH
1'
C1S
1-1/2" MILL
SAWCUT
1'
D1 E1
C2 R2
U
VAR
W
D1E1
C2R2
1-1/2" MILL
R1
T
2:1 TO 4:1
2
:1 T
O
4:1
0.02
GROUND
EXISTING
D1 J1
C2
5.5'
0.5'
2'
1'
SAWCUT
VAR VAR
36'-44.75
EXIST
28.5'-30.25'
ROW
EXIST
47'-56'
TYPICAL SECTION NO. 4
CL -L- HOPSON ROAD
ROW
EXIST
11'11'
R1 C2 C1
UUD1J1
T
EXIST
1-1/2" MILL
-L- STA. 41+50.00 TO STA 44+01.87
EXIST
11'11'11'
0.75'
0.75'
50'-56'
VAR33'
W
1-1/2" MILL
VAR
29.5'-34'
GRADE
POINTR3
VAR
2
:1 T
O
4:1
2:1 TO 4:1
0.02
GROUND
EXISTING
S
0.5'
10'
PATH
1'2.5'
ROW
PROP
PAVEMENT SCHEDULE
C1
C2
PROPOSED 2'-6" CONCRETE CURB & GUTTER
PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED-IN)
D1
E1
R1
T
U
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.OC,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
PROPOSED APPROX 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C,
EXISTING PAVEMENT
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,
EXISTING MONOLITHIC CONCRETE ISLAND
S PROPOSED 4" CONCRETE SIDEWALK
PROPOSED 1'-6" CONCRETE CURB & GUTTERR2
R3
R4
W
C3
LAYERS NOT LESS THAN 1.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.
AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN
PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C, AT
IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH.
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE I19.0C,
D2
E2
IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5" IN DEPTH.
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE TYPE B25.OC,
VARIABLE DEPTH ASPHALT OVERLAY (SEE DETAIL W)MATCHLINE BMATCHLINE BGRADE
POINT
D1 E1
C2
R5
D1J1MATCHLINE BMATCHLINE B6.5'
CL -L- HOPSON ROAD
TYPICAL SECTION NO. 3B
-L- STA. 34+88.00 TO STA 35+49.00
6.5'
2'
PS PS
2'
R5
PIER
BRIDGE
EXIST
EXIST VAR
1.5'1.5'
C2MATCHLINE AMATCHLINE CR5 SINGLE FACED PRECAST CONCRETE BARRIER
3.5'
0.5'
R1
T2:1 T
O

4
:1
2:1 TO 4:1
2'
0.02
GROUND
EXISTING
10'
PATH
1'
S MATCHLINE AE1
T T
TYPICAL SECTION NO. 3A
-L- STA. 34+42.00 TO STA 36+32.00
R1
T
2:1 TO 4:1
2:1 T
O

4
:10.02
GROUND
EXISTING
5.5'
0.5'
2'MATCHLINE CE1
TYPICAL SECTION NO. 3C
GROUND
EXISTING
46.5'
7.5'-12'
-L- STA. 32+99.00 TO STA 38+21.00.00
0.5'
0.5'
0.5'
0.5'
0.5'
0.5'0.5'
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX. 4" ASPHALT CONCRETE BASE COURSE TYPE B25.OC,
J1 PROPOSED 8" AGGREGATE BASE COURSE
DEPTH PRIOR TO CONSTRUCTION.
MINIMUM DEPTH. CONTRACTOR TO FIELD VERIFY LOCATION AND
SHOWN IN CROSS SECTIONS IS APPROXIMATE LOCATION ASSUMING
3. EXISTING WATERLINE, FORCE MAIN, AND SANITARY SEWER LINE
PLACE OF THE 8" OF AGGREGATE BASE COURSE (J1).
4" OF ASPHALT BASE COURSE TYPE B25.0C (E1) SHOULD BE USED IN
2. IN PAVEMENT WIDENING SECTIONS NARROWER THAN 6' IN WIDTH
1. REFER TO PLAN SHEETS FOR VARIABLE WIDTHS.
NOTES:
SEE NOTE 2
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINAA
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
NTSTYPICAL SECTIONSDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Plan Sheets\013276001_typ.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST R1.00
TYPICAL SECTION NO. 1
CL -L- HOPSON ROAD
ROW
EXIST
ROW
EXIST
12'11'5.5'
0.5'
R1 C2 C1
UUD1J1
T
2
:1 T
O
4:1
2:1 TO 4:1
EXIST EXIST
2'
0.02
1-1/2" MILL
-L- STA. 18+70.71 TO STA 20+25.00
GROUND
EXISTING
EXISTEXIST
VAR VAR 11'
GRADE
POINT
11'-12'
EXIST
0.75'
0.75'
0'-5.5'
VAR11'-14'
54'-59'
VAR
30.25'-33.25'30.25'-33.25'
VAR
65'-72'
GROUND
EXISTING
TYPICAL SECTION NO. 2
CL -L- HOPSON ROAD
ROW
EXIST
VAR11'VAR
0.5'
R1 C2
UD1J1
T2:1 T
O

4
:1
2:1 TO 4:1
2'
0.02
-L- STA. 20+25.00 TO STA 34+00.00
11'11'11'
VARVAR
GROUND
EXISTING
VAR
28.5'-33'
1.5'1.5'
28.5'-30.25'
VAR
9'-16.5'
C1
1-1/2" MILL
10'
PATH
1'
WS
-L- STA. 37+41.00 TO STA 41+52.00
1-1/2" MILL
SAWCUT
1'
D1 E1
C2 R2
U
VAR
W
D1E1
C2R2
1-1/2" MILL
R1
T
2:1 TO 4:1
2:1 T
O

4
:10.02
GROUND
EXISTING
D1 J1
C2
5.5'
0.5'
2'
1'
SAWCUT
ROW
PROP
VAR VAR
44.75'-55.75
R3
MIN.MIN.3"
C1 E2
2 •"
C3
D2
WEDGING DETAIL FOR RESURFACING W MATCHLINE AMATCHLINE AMATCHLINE BGRADE
POINT
VAR
MATCHLINE AMATCHLINE ACL -L- HOPSON ROAD
TYPICAL SECTION NO. 2A
U
VAR
8.25'-11'
VAR
8.25'-9.84'
0'-11'
VAR
5.5'-16.5'
W R3
0.75'0.75'
1-1/2" MILL
-L- STA. 20+41.00 TO STA 22+41.00 (LT)
-L- STA. 39+15.00 TO STA 41+52.00 (RT)
R1
T
2:1 TO 4:1
2
:1 TO
4:1
0.02
GROUND
EXISTING
VAR
0.5'
2'MATCHLINE BTYPICAL SECTION NO. 2B
-L- STA. 20+23.78 TO STA 20+74.00
E1
3.5'-10.5'
5'
SIDEWALK
1'
-L- STA. 28+23.45 TO STA 29+15.03
-L- STA. 38+96.00 TO STA 41+42.00
36'-50'
0'-11'
T T
BY OTHERS
IMPROVEMENTS**
-L- STA. 20+65.00 TO 31+00.00
CONSTRUCTED PRIOR TO CONSTRUCTION
IMPROVEMENTS BY OTHERS TO BE
-L- STA. 25+34.00 TO STA 32+20.00 (LT & RT)
0'-3.5'
S
0.5'
0.5'0.5'
0.5'
0.5'0.5'
PAVEMENT SCHEDULE
C1
C2
PROPOSED 2'-6" CONCRETE CURB & GUTTER
PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED-IN)
D1
E1
R1
T
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.OC,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
PROPOSED APPROX 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C,
EXISTING PAVEMENT
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,
EXISTING MONOLITHIC CONCRETE ISLAND
S PROPOSED 4" CONCRETE SIDEWALK
PROPOSED 1'-6" CONCRETE CURB & GUTTERR2
R3
R4
W
C3
LAYERS NOT LESS THAN 1.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.
AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN
PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C, AT
IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH.
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE I19.0C,
D2
E2
IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5" IN DEPTH.
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE TYPE B25.OC,
VARIABLE DEPTH ASPHALT OVERLAY (SEE DETAIL W)
R5 SINGLE FACED PRECAST CONCRETE BARRIER
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROPOSED APPROX. 4" ASPHALT CONCRETE BASE COURSE TYPE B25.OC,
J1 PROPOSED 8" AGGREGATE BASE COURSE
DEPTH PRIOR TO CONSTRUCTION.
MINIMUM DEPTH. CONTRACTOR TO FIELD VERIFY LOCATION AND
SHOWN IN CROSS SECTIONS IS APPROXIMATE LOCATION ASSUMING
3. EXISTING WATERLINE, FORCE MAIN, AND SANITARY SEWER LINE
PLACE OF THE 8" OF AGGREGATE BASE COURSE (J1).
4" OF ASPHALT BASE COURSE TYPE B25.0C (E1) SHOULD BE USED IN
2. IN PAVEMENT WIDENING SECTIONS NARROWER THAN 6' IN WIDTH
1. REFER TO PLAN SHEETS FOR VARIABLE WIDTHS.
NOTES:
SEE NOTE 2
SEE NOTE 2 SEE NOTE 2
U
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINAA
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
NTSDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Plan Sheets\013276001_typ.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST R1.02SHEETDRAINAGE SUMMARY APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINAA
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
NTSDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Plan Sheets\013276001_typ.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST SHEETDRAINAGE SUMMARY R1.03
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINAA
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
NTSDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Plan Sheets\013276001_typ.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST SHEETDRAINAGE SUMMARY R1.04
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\013276001_psh_2D-1.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST R1.052:1D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM STA. 35+80 TO STA. 36+30 -L- (LT)
DETAIL 2
B= 2.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM STA. 38+70 TO STA. 39+75 -L- (LT)
FROM STA. 20+50 TO STA. 22+60 -L- (LT)
Min. D= 1.0 Ft.
DETAIL 1
Ground
Natural
Flatter4:1 or
Slope
Fill
FROM STA. 37+50 TO STA. 39+00 -L- (RT)
Fill Slope2:1 or Flatter
b= 2.0 Ft.
d= 2.0 Ft.
Type of Liner= Class 'B' Rip-Rap
b
DETAIL 3
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
DRAINAGE DETAILSAPPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
VAN
VAN
VAN
VAN
DN
UP
E
ICV
E
GTV
C
C
WV
BPFBPF
GTS
C
C
WV
WV
WV
WVWV
WV
WV
WV
WV
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
T
T
1
T
2 T
3
T
4
5
T
T
6
T
7
P
W W W
W
W
W
S
YARD INLET
YARD INLET
YARD INLET
YARD INLET
8.70 AC.
407 DAVIS DRIVE
D.B. 7361, PG. 42
PIN NO. 0747-03-13-4998
0.85 AC.
4511 HOPSON ROAD
PIN NO. 0747-03-14-6630
D.B. 4697, PG. 396
D.B. 6301, PG. 761
4523 HOPSON ROAD
0.70 AC.
4603 HOPSON ROAD
D.B. 8231, PG. 151
PIN NO. 0747-03-24-0620
3.17 AC.
4524 HOPSON ROAD
D.B. 989, PG. 567
PIN NO. 0747-03-14-9163
0.86 AC.
4608 HOPSON ROAD
D.B. 287, PG. 107
PIN NO. 0747-03-24-1187
PIN NO. 0747-03-23-1684
10.14 AC.
4610 HOPSON ROAD
D.B. 2428, PG. 411
PIN NO. 0747-03-23-7335
11.95 AC.
4700 HOPSON ROAD
D.B. 7072, PG. 284
D.B. 8468, PG. 30
PIN NO. 0747-03-24-6764
21.07 AC.
4701 HOPSON ROAD
PIN NO. 0747-03-14-8632
NC REGION NO 15 EXCHANGE LLC
MALLETT, ROBERT H.
SEARLS, WENDY L.
PROCTOR, RAYMOND M.
PROCTOR, RAYMOND M.
PROCTOR, RAYMOND M.
NC DEPT. OF TRANSPORTATION
DAVIS PARK EAST POD EF LLC.
PRESCHOOL ENTERPRISES, LLC BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Plan Sheets\013276001_psh_4.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
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KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST MATCHLI
NE
-L-
STA. 32+50.00
(SEE SHEET R2.01)PLAN VIEWR2.00
CONCRETE ISLAND
5" MONOLITHIC
LIMITS OF MILL AND OVERLAY
NCDOT STD. 848.02.
2. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
1. RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
GENERAL SHEET NOTES:
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
0101
0102
0107
0111
0112
0117
0118
0116
0119
0120
0114
0115
0113
0108
0109
0110
0106
0105
0103
0104
0121
0122 0123
0124
0126
0125
0134
0133
0127
0128
0130
0129
0135
0131
0132
15" RCP-IV
RCP-IV
15"
15" RCP-IV
15" RCP-IV
EST 7 SY GFD
EST 2 TONS
CLASS 'B' RIP RAP
REMOVE
SEE DETAIL 1/SHEET R1.02
SPECIAL LATERAL 'V' DITCH
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
EXIST 18" RCP
COLLAR & EXTEND
18" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
CB-G
15" RCP-IV
15" RCP-IV
EST 7 SY GFD
EST 2 TONS
CLASS 'B' RIP RAP
EST 7 SY GFD
EST 2 TONS
CLASS 'B' RIP RAP
DI
DI
DI
CB-G
CB-G
CB-G
DI
DI
CB-G
CB-G
CB-G
DI
CB-G
CB-G
DI DI
CB-G
CB-F CB-F
CB-G CB-G
DI
DI
DI
CB-G
CB-G
CB-G
15" CSP W/ ELBOWS
EST 10 SY GFD
EST 3 TONS
CLASS 'B' RIP RAP
SYSTEM
RETAIN
SYSTEMREMOVE
REMOVE
SYSTEM
REMOVE
REMOVE
SYSTEM
RETAIN
18" RCP-IV
SYSTEM
REMOVE
15"RETAI
N15"
RETAIN
15'
RETAIN
SYSTEM
RETAIN
CONDITION.
EXPECTED TO REMAIN IN GOOD
VEGETATED AND STABLE.
EXISTING OUTFALL IS HEAVILY
CONDITION.
TO REMAIN IN GOOD
AND STABLE. EXPECTED
HEAVILY VEGETATED
EXISTING OUTFALL IS
SYSTEM
REMOVE
CONDITION.
EXPECTED TO REMAIN IN GOOD
WITH DENSE VEGETATION AROUND OUTLET.
EXISTING OUTFALL IS STABLE
GUTTERTIE TO EXISTING CURB &1
2 TIE TO EXISTING SIDEWALK
TIE-IN NOTES:
100' LT TURN LANE
30.25'202530-L- PC Sta. 18+57.00
-L- PT Sta. 23+85.72
-L- PC Sta. 28+00.06
-L- PT Sta. 31+67.53
PI Sta 21+26.57
D
L = 528.72'
T = 269.57'
R = 1,100.00'
PI Sta 29+84.86
D
L = 367.48'
T = 184.80'
R = 1,400.00'
-L-2.75'8.25'
E
XI
S
T 41.25'30.25'2.75'8.25'2.75'8.25'
100' LT TURN LANE TAPER
150' LANE TRANSITION
100' LT TURN LANE TAPER 150' LT TURN LANE
100' RT TURN LANE 100' RT TURN
LANE TAPER
200' LT TURN LANE
100' LT TURN
LANE TAPER
+
4
1.
0
0+41.00+41.00+16.00+41.00+91.00+34.00+16.00+91.00+84.00+02.00+20.00+02.00+02.00+20.00EXI
S
T30.25'5.5'5.5'5.5'41.25'30.25'11'11'11'11'11'11'11'11'11'11'11'11'30.25'
-L-
-L-
(SR 1978)
HOPSON ROAD KEYSTONE PARK DRI
VEDRI
VEDI
STRI
BUTI
ON
30'R
30'R
45'R
30'R
30'R 30'R
30'R
30'R 30'R
TYPE 1
TYPE 1
TYPE 1
TYPE 1
TYPE 3
TYPE 4
TYPE 3
TYPE 3
TYPE 3
TYPE 4
TYPE 3
12' DW
12' DW 20' DW41.25'
75' RT TURN TAPER
12' DW
065050403403020100010206030201000102010203TURN LANE
25' RT
100' RT TURN LANE
TAPER
+34.00+20.00+25.00+64.50+76.50+92.50TYP45' INC.034+34.72+52.72+97.72TYP
45' INC.+65.06+20.06TYP
45' INC.+67.53+22.53TYP39' INC.
150' LANE TRANSITION
+
9
1.0
0
1
1'
14'+91.0010' PATH
10' PATH
10' PATH
1
2
1
1
1
2
1
1
1
1
2
2
2
2
1
1
-L- Sta. 18+70.71
BEGIN PROJECT
TBM #1
COTTON SPINDLE
40.00' (RT)
-L- STA. 18+39.28
EL=364.09'
E 2041593.63
N 774364.16
TBM #1
TBM #2
NAIL
13.41' (LT)
-L- STA. 20+60.14
EL=399.65'
E 2042488.71
N 774282.62
TBM #2
TBM #3
COTTON SPINDLE
197.54' (RT)
-L- STA. 29+29.37
EL=400.82'
E 2042608.68
N 774032.92
TBM #3
-L- POT Sta. 17+00.00
TRANSITION25' SW
+77.00+42.00+30.00+55.00TRANSITION25' SW
8.25'30.25'11'11'11'11'06BY OTHERS
DESIGN
BY OTHERS
DESIGN BY OTHERS
DESIGN
TO BE REMOVED
EXIST SIDEWALK
(TYP.)
EXIST FM
(TYP.)
EXIST WL
F
C
F F
F
F
F
F
C
F
C F
F F
F
F
F
C
F
F
C
F
F
F
F
F
F
F
F
C
CC
C
C
EOSAC AC AC AC
D
GT
GT
GT
GT
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
WV
GTGTGTGT
ICV
ICV
ICV
ICV
ICV
GTS
GV
C
C
C
CCC
C
WV
WV
WV
WV
WV
WVWV
W
B6B6
B6 B6
B7 B8
B4
B6
B6
B4
B6
B4
B7
B6
O8
O11
O16
O12 O12 O12 O12
O12
O8
O12
O12
O12
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HHHH
EOS
TT
EOS
T
T
T
8
T
9
T
10
11
T
12
T
13
T T
14 15
T
16
T
17
T
18
T
W
W
W
W
W
W
W
W
WWWW
W
W
W
W
W
W
W
W
W
EOS
S
49
40
46
53
ROOF DRAIN
ROOF DRAIN
INV.COVERED UNDER RIPRAP
C
HH
386.6
385.5
385.4
386.6
PIN NO. 0747-03-33-2860
D.B. 4432, PG. 331
4.69 AC.
4804 HOPSON ROAD
PIN NO. 0747-03-34-2391
0.42 AC.
4801 HOPSON ROAD
D.B. 5444, PG. 342
PIN NO. 0747-03-34-3599
0.64 AC.
4803 HOPSON ROAD
D.B. 5444, PG. 342 PIN NO. 0747-03-35-5362
13.63 AC.
PIN NO. 0747-03-35-5362
13.63 AC.PIN NO. 0747-03-33-6832
6.92 AC.
4812 HOPSON ROAD
D.B. 7879, PG. 362
D.B. 7270, PG. 31
PIN NO. 0747-03-34-8810
4805 HOPSON ROAD
PIN NO. 0747-03-34-5371
0.82 AC.
4813 HOPSON ROAD
D.B. 6516, PG. 602
D.B. 7270, PG. 31
PIN NO. 0747-03-34-8810
14.77 AC.
5508 S MIAMI BOULEVARD
PIN NO. 0747-03-34-7391
0.82 AC.
4823 HOPSON ROAD
D.B. 8217, PG. 163
PIN NO. 0747-03-34-9350
0.40 AC.
4827 HOPSON ROAD
D.B. 8121, PG. 559
D.B. 7270, PG. 31
PIN NO. 0747-03-34-8810
5516 S MIAMI BOULEVARD
PIN NO. 0747-03-33-9963
1.85 AC.
5600 S MIAMI BOULEVARD
D.B. 7424, PG. 656
1.25 AC.
5630 S MIAMI BOULEVARD
PIN NO. 0747-03-33-9549.L00
D.B. 6716, PG. 424
D.B. 4832, PG. 690
PIN NO. 0747-03-44-3587
5503 S MIAMI BOULEVARD
D.B. 4455, PG. 428
PIN NO. 0747-03-44-3375
5507 S MIAMI BOULEVARD
D.B. 8426, PG. 444
PIN NO. 0747-03-43-2998
D.B. 8426, PG. 444
PIN NO. 0747-03-43-2699
5611 S MIAMI BOULEVARD
5431 PAGE ROAD
PIN NO. 0747-03-43-1890
5607 S MIAMI BOULEVARD
EXEMPT LOT
NORTH CAROLINA RAILROAD CO.
NORTH CAROLINA RAILROAD CO.
NORTH CAROLINA RAILROAD CO.
NORTH CAROLINA RAILROAD CO.919 STORAGE HOPSON ROAD LLC
TS CREEKSTONE LLC.
THE CAROLINAS INC.
NEW COMMUNICATIONS OF
TS CREEKSTONE LLC.
SVASTI HOLDINGS LLC.SVASTI HOLDINGS LLC.
TS CREEKSTONE LLC.
SPIRIT MASTER FUNDING VII LLC.
COLE BK DURHAM NC, LLC
ARBYS DURHAM, LLC
TRIPLE NET VENTURES, LLC
TRIPLE NET VENTURES, LLC
ARCHLAND PROPERTY I, LLC
WEATHERSPOON HEIRS CEMETERY
RAILROAD CO.
NORTH CAROLINA BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Plan Sheets\013276001_psh_5.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
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H O
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KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST MATCHLINE -L- STA. 32+50.00 (SEE SHEET R2.00)R2.01PLAN VIEWAPPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
0217
0219
0218
0201
0202
0203
0204
0205
0206
0207
0238
0208
0221
0220
0241
0212
0240
0215
0211
0210
0209
0239 0222
0223
0216
0224
0233
0234 0235 0236
0237
0242
0232
0231
0230
0229
02280227
0226
0225
0213
0214
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
RCP-IV
15"
15" RCP-IV
RCP-IV
15"
RCP-IV
15"
RCP-IV
15"
15" RCP-IV
15" RCP-IV
15" RCP-IV
48" RCP-IV
48" RCP-IV
STD 838.01
NCDOT HW
RCP-IV
48"
48" RCP-IV
RCP-IV
15"
CB-G
15" RCP-IV
48" RCP-IV
EST 50 SY GFD
EST 26 TONS
CLASS I RIP RAP
15" RCP-IV
RCP-IV
15"
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL 1/SHEET R1.02
SPECIAL LATERAL 'V' DITCH
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
SEE DETAIL 2/SHEET R1.02
SPECIAL LATERAL BASE DITCH
EST 7 SY GFD
EST 2 TONS
CLASS 'B' RIP RAP
CB-G
CB-F
CB-F
CB-F
CB-F
CB-F
CB-F
CB-G
CB-F
CB-G
CB-G
CB-F
CB-G
CB-F
CB-E
CB-E
CB-G
DI
CB-E
CB-F
CB-G CB-G
CB-G
ADJUST CB
CB-F
CB
ADJUST
CB-F
CB-F
DI
CB-FCB-F
CB-F
15" CSP W/ ELBOWS
48" RCP-IV
GRADE TO DRAIN
EST 50 SY GFD
EST 25 TONS
SEE DETAIL 3/SHEET R1.02
TOE PROTECTION
REMOVE
G
CB-
REMOVE SYSTEM
SYSTEM
RETAIN
SYSTEM
RETAIN
SYSTEM
RETAIN
SYSTEM
RETAIN
SYSTEM
RETAIN
SYSTEM
RETAINRETAIN 15"15"RETAINRETAIN SYSTEM
SYSTEM
RETAIN
RETAIN 18"
SYSTEM
REMOVE
GUTTERTIE TO EXISTING CURB &1
2 TIE TO EXISTING SIDEWALK
TIE-IN NOTES:354045-L- PC Sta. 35+35.34 -L- PT Sta. 36+84.77
-L- PC Sta. 40+71.97
-L- PT Sta. 44+31.61
-L- POT Sta. 45+28.45
PI Sta 36+10.07
D
L = 149.44'
T = 74.73'
R = 3,000.00'
PI Sta 42+51.83
D
L = 359.64'
T = 179.86'
R = 7,220.00'
-L-29.5'34'300' LT TURN LANE11'11'11'11'11'11'11'11'11'30.25'30.25'-L-
-L-(NC 54)S. MIAMI BOULEVARD50'R
30'R
30'R
+65.00+65.00+95.00+85.0090' UNIFORM SHIFT
+40.00+65.00+95.0029.5'28.5'28.5'28.5'30.25'30.25'+40.0025' SW
TRANSITION
20' DW
02010001020201000101502020100022100' LT TURN LANE TAPER+65.00225' WB SHIFT
33'16' DW 16' DW20' DW
-L-(SR 1978)
HOPSON ROAD
TYP
45' INC.+79.34+24.34022+68.34+51.77+95.77+40.77TYP
45' INC.02+27.50+50.0010' PATH
10' PATH
5' SIDEWALK
1 1
2 2
2
1
-L- Sta. 44+01.87
END PROJECT
TBM #4
PK NAIL
38.59' (LT)
-L- STA. 36+53.54
EL=382.36'
E 2043370.08
N 774224.07
TBM #4
TBM #5
PK NAIL
40.54' (RT)
-L- STA. 40+21.04
EL=387.60'
E 2043738.54
N 774151.35
TBM #5
TBM #6
COTTON SPINDLE
292.97' (LT)
-L- STA. 44+16.14
EL=393.62'
E 2044141.60
N 774483.58
TBM #6
COTTON SPINDLE
297.80' (RT)
-L- STA. 44+44.46
EL=383.72'
E 2044151.66
N 773892.21
TBM #7
TBM #7
TYPE 1
TYPE 10201000101000102012+41.00012+00.00+85.00+40.00TYP
45' INC.+56.00+01.00TYP
45' INC.+60.77+32.00+52.00180' EXIST EB SHIFT3.5'29.5'7.5'+90.00+15.00 TRANSITION
25' SW
TYP
45' INC.+02.53+47.53-L- STA. 32+99.00
GREU TL-3
BEGIN GUARDRAIL
-L- STA. 38+21.00
CAT-1
END GUARDRAIL
-L- STA. 34+42.00
CAT-1
BEGIN GUARDRAIL
-L- STA. 36+32.00
GREU TL-3
END GUARDRAIL
4:14:1
4:14:1 2' PS
2' PS
B-77
GAU-TYPE
B-77
GAU-TYPE
B-77
GAU-TYPE 33'20' DW
000102+66.87+11.87TYP
45' INC.01+01.87TL-3
ATTENUATOR
IMPACT
TL-3
ATTENUATOR
IMPACT
LT & RT
-L- STA. 34+88.00 TO 35+49.00
NCDOT STD. 857.01
PRECAST CONCRETE BARRIER
(TYP.)
EXIST WL
PAGE ROAD
+45.00SHIFT
50' EB28.5'11'11'11'28.5'30' DW
2A
TYPE
TO BE RELOCATED
FIRE HYDRANT
F
F
F
F
F
F
C
F
F
F F
C C
C
F
F
F
F C F
C
C C
F
F F
CC
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECTNORTH CAROLINA11/6/20201"=50'PROFILEDRAWN BY: TDW DURHAM013276001WWW.KIMLEY-HORN.COMNC LICENSE #: F-0102PHONE: [phone]© 202011/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Plan Sheets\013276001_pfl.dgnA
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H O
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KCEB .W KCIWDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENING DAVIS PARK EAST 360
370
380
390
400
410
420
430
360
370
380
390
400
410
420
430
33 34 35 36 37 38 39 40 41 42 43 44 45
18 19 20 21 22 23 24 25 26 27 28 29 30 31 32
R2.02
-L-
-L-
360
370
380
390
400
410
420
360
370
380
390
400
410
420
430
46
350 350
440
450
440
450
440
450
350 350
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
PI = 24+12.00
EL = 383.94'
VC = 150'
K = 99
PI = 27+49.00
EL = 400.22'
VC = 195'
K = 33
(-)1.07%
(+)4.83%
(+)3.31%
GROUND
EXISTING
GRADE
PROPOSED
TIE TO EXIST PAVEMENT
ELEV = 365.80'
-L- STA 18+70.71
BEGIN MILL & OVERLAY
ELEV = 371.13'
-L- STA 20+25.00
BEGIN GRADE
GROUND
EXISTING
ELEV = 374.00'
-L- STA 20+50
DITCH GRADE LT
BEGIN SPECIAL -L- STA 21+85 LTELEV = 376.75'ELEV = 380.00'
-L- STA 22+60
DITCH GRADE LT
END SPECIAL
(+)4.33%(+)2.04%
ELEV = 388.54'
-L- STA 41+52.00
BEGIN MILL & OVERLAY
END GRADE RT
GROUND
EXISTING
PI = 33+18.00
EL = 394.15'
VC = 150'
K = 45
PI = 36+51.00
EL = 379.40'
VC = 335'
K = 50
PI = 40+51.00
EL = 388.24'
VC = 85'
K = 45
(-)4
.4
3%(+)2.21%(+)0.30%
(-)1.07%
ELEV = 390.52'
-L- STA 34+00.00
BEGIN MILL & OVERLAY
END GRADE LT
ELEV = 381.99'
-L- STA 37+41.00
BEGIN MILL & OVERLAY
BEGIN GRADE LT
GRADE
PROPOSED
402.80'
OF STEEL
EXIST BOTTOM402.78'
OF STEEL
EXIST BOTTOM
GROUND
EXISTING
BRIDGE
EXIST
PROVIDED
16' OF CLEARANCE
TIE TO EXIST PAVEMENT
ELEV = 389.30'
-L- STA 44+01.87
END MILL & OVERLAY
END GRADE LT
END CONSTRUCTION
ELEV = 383.00
-L- STA 38+70
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 385.00'
-L- STA 39+75
DITCH GRADE LT
END SPECIAL
(-
)3
.00%
ELEV = 382.70'
-L- STA 35+80
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 381.20
-L- STA 36+30
DITCH GRADE LT
END SPECIAL
(+)1.90%
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: DAW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\WZTC\Sheets\013276001_tcp_tsh.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]
A
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LAN
34391
H O
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KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200LEGENDROADWAY STANDARD DRAWINGS
TITLESTD. NO.
FLAGGER
TRAFFIC CONTROL DEVICES
CONE
DRUM
STATIONARY SIGN
PORTABLE SIGN
CHANGEABLE MESSAGE SIGN
STATIONARY OR PORTABLE SIGN
SKINNY DRUM
BARRICADE (TYPE III)
TEMPORARY SIGNING
SIGNALS PAVEMENT MARKERS
CRYSTAL/CRYSTAL
CRYSTAL/RED
YELLOW/YELLOW
PAVEMENT MARKINGS
E
M
P
T
LAW ENFORCEMENT
TEMPORARY CRASH CUSHION
PAVEMENT MARKING SYMBOLS
EXISTING LINES
TEMPORARY LINES
PAVEMENT MARKING SYMBOLS
EXISTING PROPOSED TEMPORARY
DIRECTION OF TRAFFIC FLOW
NORTH ARROW
GENERAL
EXIST. PVMT.
PROPOSED PVMT.
DIRECTION OF PEDESTRIAN TRAFFIC FLOW
TUBULAR MARKER
REMOVAL
WORK AREA
TEMPORARY PAVEMENT MARKING

THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
1261.01 GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING
1205.10 PAVEMENT MARKINGS - SCHOOL AREAS
1205.11 PAVEMENT MARKINGS - RAILROAD CROSSINGS
1205.12 PAVEMENT MARKINGS - BRIDGES
1205.13 PAVEMENT MARKINGS - LANE REDUCTIONS
1250.01 RAISED PAVEMENT MARKERS - INSTALLATION SPACING
1261.02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING
1262.01 GUARDRAIL END DELINEATION
1264.01 OBJECT MARKERS - TYPES
1264.02 OBJECT MARKERS - INSTALLATION
1205.09 PAVEMENT MARKINGS - PAINTED ISLANDS
1205.08 PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES
1205.07 PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS
1205.06 PAVEMENT MARKINGS - LANE DROPS
1205.05 PAVEMENT MARKINGS - TURN LANES
1205.04 PAVEMENT MARKINGS - INTERSECTIONS
1205.03 PAVEMENT MARKINGS - EXITS AND ENTRANCE RAMPS
1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1165.01 WORK VEHICLE LIGHTING SYSTEMS AND TMA DELINEATION
1160.01 TEMPORARY CRASH CUSHION
1150.01 FLAGGING DEVICES
1145.01 BARRICADES
1135.01 CONES
1130.01 DRUM
1115.01 FLASHING ARROW BOARDS
1110.02 PORTABLE WORK ZONE SIGNS
1110.01 STATIONARY WORK ZONE SIGNS
1101.11 TRAFFIC CONTROL DESIGN TABLES
1101.06 WARNING SIGNS FOR BLASTING ZONES
1101.05 WORK ZONE VEHICLE ACCESSES
1101.04 TEMPORARY SHOULDER CLOSURES
1101.03 TEMPORARY ROAD CLOSURES
1101.02 TEMPORARY LANE CLOSURES
FLASHING ARROW BOARD
TRUCK MOUNTED ATTENUATOR (TMA)
TEMP. SHORING (LOCATION PURPOSES ONLY)
E
M
P
T
1101.01 WORK ZONE ADVANCE WARNING SIGNS
1170.01 POSITIVE PROTECTION
1180.01 SKINNY-DRUM
1251.01 RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2018
ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED
A PART OF THESE PLANS:
TEMPORARY PAVEMENT
OFFSITE IMPROVEMENTSHOPSON ROAD WIDENING DAVIS PARK EAST R3.01 PLANTRAFFIC CONTROL P74 - PAINT 2X COMBO RIGHT/STRAIGHT ARROW
P73 - PAINT 2X COMBO LEFT/STRAIGHT ARROW
P72 - PAINT 2X STRAIGHT ARROW
P71 - PAINT 2X RIGHT TURN ARROW
P70 - PAINT 2X LEFT TURN ARROW
P61 - PAINT (24" WHITE, 2X) STOP BARS
P46 - PAINT (8" WHITE, 2X) CROSSWALK
P42 - PAINT (8" YELLOW, 2X) DIAGONAL
P41 - PAINT (8" WHITE, 2X) DIAGONAL
P13 - PAINT (4" YELLOW, 2X) DOUBLE CENTERLINE
P10 - PAINT (4" YELLOW, 2X) EDGELINE
P4 - PAINT (4" WHITE, 2X) 3' X 9'/SP MINISKIP
P3 - PAINT (4" WHITE, 2X) 10 FT. WHITE SKIP
P2 - PAINT (4" WHITE, 2X) SOLID LANE LINE
P1 - PAINT (4" WHITE, 2X) EDGELINE
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: DAW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\WZTC\Sheets\013276001_tcp_tsh.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
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34391
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KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENING DAVIS PARK EAST R3.02
GENERAL NOTES
PLANTRAFFIC CONTROL TIME RESTRICTIONS
LANE AND SHOULDER CLOSURE REQUIREMENTS
PAVEMENT EDGE DROP OFF REQUIREMENTS
TRAFFIC PATTERN ALTERATIONS
MISCELLANEOUS
PAVEMENT MARKINGS AND MARKERS
TRAFFIC CONTROL DEVICES
SIGNING
BARRIER OR GUARDRAIL OR AS DIRECTED BY THE ENGINEER.
OF AN OPEN TRAVELWAY UNLESS THE HAULING OPERATION IS PROTECTED BY
C) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC
TUESDAY AFTER THE WEEK OF CHRISTMAS.
BEFORE THE WEEK OF CHRISTMAS DAY AND 7:00 P.M. THE FOLLOWING
8. FOR CHRISTMAS, BETWEEN THE HOURS OF 7:00 A.M. THE FRIDAY
7:00 P.M. MONDAY.
7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 7:00 A.M. TUESDAY TO
7:00 P.M. TUESDAY.
6. FOR LABOR DAY, BETWEEN THE HOURS OF 7:00 A.M. FRIDAY AND
INDEPENDENCE DAY.
INDEPENDENCE DAY AND 7:00 P.M. THE TUESDAY AFTER
THEN BETWEEN THE HOURS OF 7:00 A.M. THE THURSDAY BEFORE
IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY
INDEPENDENCE DAY.
DAY BEFORE INDEPENDENCE DAY AND 7:00 P.M. THE DAY AFTER
5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 7:00 A.M. THE
7:00 P.M. TUESDAY.
4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 7:00 A.M. FRIDAY TO
7:00 P.M. MONDAY.
3. FOR EASTER, BETWEEN THE HOURS OF 7:00 A.M. THURSDAY AND
TUESDAY.
SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 7:00 P.M. THE FOLLOWING
TO 7:00 P.M. JANUARY 2ND. IF NEW YEAR'S DAY IS ON A FRIDAY,
2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 7:00 A.M. DECEMBER 31st
VOLUMES, AS DIRECTED BY THE ENGINEER.
1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC
HOLIDAY
S. MIAMI BLVD (NC-54)
HOPSON RD (SR 1978)
ROAD NAME
EVENTS AS FOLLOWS:
B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL

TO 7:00 PM MON THRU FRI
7:00 AM TO 9:00 AM & 4:00 PM HOPSON RD (SR 1978)

ROAD NAME DAY AND TIME RESTRICTIONS
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS:

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

ENGINEER.
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
POSTED SPEED LIMITS LESS THAN 45 MPH.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
J) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PATTERN ALTERATION.
K) NOTIFY THE ENGINEER THIRTY (30) CALENDAR DAYS PRIOR TO ANY TRAFFIC
ENGINEER.
(W8-1) 300 IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE
N) INSTALL BLACK ON ORANGE ''DIP'' SIGNS (W8-2) AND/OR "BUMP" SIGNS
TRAFFIC PATTERN.
M) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
L) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
UNOPENED LANES ARE CLOSED TO TRAFFIC.
PERPENDICULAR TO THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN
U) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES DRUMS
FOR ADDITIONAL REQUIREMENTS.
STRUCTURES SECTIONS 1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS)
TRAVELWAY. REFER TO STANDARD SPECIFICATIONS FOR ROADS AND
EXCEPT, 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN
WORK AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH)
S) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN
TO DELINEATE ANY PROPOSED MONOLITHIC ISLANDS BEFORE INSTALLATION.
PAVEMENT MARKINGS PRIOR TO INSTALLATION. PLACE TUBULAR MARKERS
Z) TRACE THE PROPOSED MONOLITHIC ISLAND LOCATIONS WITH PROPER COLOR

MARKERS BY THE END OF EACH DAY'S OPERATION.
Y) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND
LINES.
X) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING
APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER.
PLACE A SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL
W) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS.

ALL PAINT NONE
ROAD NAME MARKING MARKER
MARKERS ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS:
V) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT
IN COORDINATION WITH THE SIGNING AND DELINEATION UNIT.
SHOWN ON PAVEMENT MARKING PLANS OR AS DIRECTED BY THE ENGINEER
BB) ALL CURB RAMP LOCATIONS SHALL BE DERIVED FROM STATIONING
WORK AREA AND/OR INTERSECTIONS AS DIRECTED BY THE ENGINEER.
AA) LAW ENFORCEMENT MAY BE USED TO MAINTAIN TRAFFIC THROUGH THE
ON HOPSON RD.
I) DO NOT INSTALL MORE THAN ONE LANE CLOSURE IN ANY ONE DIRECTION
WITH GUARDRAIL OR BARRIER.
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
H) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
TRAVEL LANE.
THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED
DRAWINGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO
ACCORDING TO THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD
TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE
G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF
BY BARRIER OR GUARDRAIL.
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED
TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
PROTECTED BY BARRIER OR GUARDRAIL.
ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN
F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: DAW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\WZTC\Sheets\013276001_tcp_tsh.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
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DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENING DAVIS PARK EAST PHASING NOTES
PLANTRAFFIC CONTROL R3.03
PHASE 1 PHASE 2 PHASE 3
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
DRAINAGE AND SMOOTH TRANSITIONS.
- PROVIDE WEDGING AS REQUIRED TO ENSURE POSITIVE
AS REQUIRED.
- STEPS 3 THRU 5 MAY BE PERFORMED CONCURRENTLY
NOTES:
CONDITIONS AT THE END OF EACH WORK PERIOD.
EXISTING TRAVED WAY IS RESTORED TO SUITABLE DRIVING
ACCORDANCE WITH RSD 1101.02 SHEET 1 OF 14. ENSURE THAT THE
USING NIGHTTIME TEMPORARY LANE CLOSURES AND FLAGGING IN
ASSOCIATED 48" RCP WITHIN THE EXISTING LANES OF TRAFFIC
INSTALL DRAINAGE STRUCTURES 0240, 0239, AND 0222 AND
STEP 5A:
ENSURE A SMOOTH TRAVEL SURFACE.
BETWEEN -L- STA. 40+27 AND -L- STA. 41+78 AND PATCH TO
28+95 AND STA 41+52. REMOVE EXISTING MONOLITIC ISLAND
GUARDRAIL RIGHT OF -L- HOPSON RD (SR 1978) BETWEEN STA.
DRAINAGE NETWORKS, AND PROPOSED MEDIAN BARRIER AND
SURFACE COURSE, CURB & GUTTER CONSTRUCTION, ASSOCIATED
CONSTRUCT WIDENING UP TO BUT NOT INCLUDING THE FINAL
STEP 5:
RD (SR 1978) BETWEEN STA. 25+50 AND STA. 28+20 (APPROX.)
CONSTRUCTION, AND ASSOCIATED DRAINAGE LEFT OF -L- HOPSON
SURFACE COURSE, CURB & GUTTER CONSTRUCTION, SIDEWALK
PERFORM WIDENING UP TO BUT NOT INCLUDING THE FINAL
STEP 4:
AND PATCH TO ENSURE A SMOOTH TRAVEL SURFACE.
MONOLITHIC ISLAND BETWEEN -L- STA. 21+51 AND -L- STA. 24+58
(SR 1978) FROM STA. 20+07 TO STA. 25+50. REMOVE EXISTING
ASSOCIATED DRAINAGE INSTALLATION RIGHT OF -L- HOPSON RD
SURFACE COURSE, CURB & GUTTER CONSTRUCTION, AND
PERFORM WIDENING UP TO BUT NOT INCLUDING THE FINAL
STEP 3:
R3.05.
INSTALL TRAFFIC CONTROL DEVICES AS SHOWN ON SHEETS R3.04 &
STEP 2:
1101.01.
INSTALL ADVANCE WARNING SIGNS IN ACCORDANCE WITH RSD
STEP 1:
ON SHEETS R3.04 & R3.05:
CLOSURES AS NECESSARY, PERFORM THE FOLLOWING AS SHOWN
RSD 1101.04 FOR SHOULDER CLOSURES AND RSD 1101.02 FOR LANE
WHILE MAINTAINING TRAFFIC IN THE EXISTING PATTERN AND USING
DRAINAGE AND SMOOTH TRANSITIONS.
- PROVIDE WEDGING AS REQUIRED TO ENSURE POSITIVE
AS REQUIRED.
- STEPS 2 THRU 4 MAY BE PERFORMED CONCURRENTLY
NOTES:
STA. 28+64 (APPROX.) AND STA. 44+01.87.
ASSOCIATED DRAINAGE LEFT OF -L- HOPSON RD (SR 1978) BETWEEN
SURFACE COURSE, CURB & GUTTER CONSTRUCTION, AND
PERFORM WIDENING UP TO BUT NOT INCLUDING THE FINAL
STEP 4:
(SR 1978) FROM STA. 25+50 TO STA. 28+62 (APPROX.).
ASSOCIATED DRAINAGE INSTALLATION RIGHT OF -L- HOPSON RD
SURFACE COURSE, CURB & GUTTER CONSTRUCTION, AND
PERFORM WIDENING UP TO BUT NOT INCLUDING THE FINAL
STEP 3:
OF -L- HOPSON RD (SR 1978) FROM STA. 18+70.71 TO STA. 25+50.
CONSTRUCTION AND ASSOCIATED DRAINAGE INSTALLATION LEFT
SURFACE COURSE, CURB & GUTTER CONSTRUCTION, SIDEWALK
PERFORM WIDENING UP TO BUT NOT INCLUDING THE FINAL
STEP 2:
TEMPORARY PATTERN.
REMOVE CONFLICTING MARKINGS AND SHIFT TRAFFIC ONTO
54).
INTERSECTION OF -L- HOPSON RD (SR 1978) AND S. MIAMI BLVD (NC
RD (SR 1978) AND KEYSTONE PARK DRIVE AND AT THE
INSTALL TEMPORARY SIGNALS AT THE INTERSECTION OF -L- HOPSON
MARKINGS AS SHOWN ON SHEETS R3.06 & R3.07.
INSTALL TRAFFIC CONTROL DEVICES AND TEMPORARY PAVEMENT
STEP 1:
SHOWN ON SHEETS R3.06 & R3.07:
FOR LANE CLOSURES AS NECESSARY, PERFORM THE FOLLOWING AS
USING RSD 1101.04 FOR SHOULDER CLOSURES AND RSD 1101.02
FINAL SURFACE COURSE AND FINAL PAVEMENT MARKINGS.
USING RSD 1101.02 SHEETS 1, 2 AND 3 OF 14 AS REQUIRED, INSTALL
STEP 4:
REMOVE ANY CONFLICTING MARKINGS.
FINAL PATTERN.
REMOVE ALL TRAFFIC CONTROL DEVICES AND SHIFT TRAFFIC ONTO
VERSION OF FINAL PAVEMENT MARKINGS, INSTALL FINAL SIGNALS,
UPON COMPLETION OF ALL MEDIAN CONSTRUCTION, INSTALL PAINT
STEP 3:
STA. 20+38.61 TO STA. 43+69.25.
DRAIANAGE STRUCUTRES AND PIPES ALONG -L- HOPSON RD. FROM
PROPOSED MONOLITHIC ISLANDS, AND INSTALL ASSOCIATED
CONSTRUCT MEDIAN CURB & GUTTER, PAVEMENT REMOVAL,
STEP 2:
TEMPORARY PATTERN.
REMOVE CONFLICTING MARKINGS AND SHIFT TRAFFIC ONTO
54).
INTERSECTION OF -L- HOPSON RD (SR 1978) AND S. MIAMI BLVD (NC
RD (SR 1978) AND KEYSTONE PARK DRIVE AND AT THE
INSTALL TEMPORARY SIGNALS AT THE INTERSECTION OF -L- HOPSON
MARKINGS AS SHOWN ON SHEETS R3.08 & R3.09.
INSTALL TRAFFIC CONTROL DEVICES AND TEMPORARY PAVEMENT
STEP 1:
SHOWN ON SHEETS R3.08 & R3.09:
FOR LANE CLOSURES AS NECESSARY, PERFORM THE FOLLOWING AS
USING RSD 1101.04 FOR SHOULDER CLOSURES AND RSD 1101.02
VAN
VAN BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: DAW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\WZTC\Sheets\013276001_tcp_psh_4.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
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34391
H O
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KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENING DAVIS PARK EAST MATCHLI
NE
-L-
STA. 32+50.00
(SEE SHEET R3.05)
R3.04PLAN DETAILSTRAFFIC MANAGEMENT PHASE 1STATION 30+00
LC -L-
(VARIES)
EXIST EXIST EXIST EXIST
3'
STATION 25+00
SECTION A-A
-L-LC
EXISTEXIST
(MEDIAN)
EXIST
(VARIES)
EXIST
3'
WORK ZONE
WORK ZONE
STATION 27+00
SECTION B-B
-L-LC
EXISTEXISTWORK ZONE EXIST
3'
SECTION C-C
WORK AREA
WEDGING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE202530KEYSTONE PARK DRI
VEDRI
VEDI
STRI
BUTI
ON
(SR 1978)
HOPSON ROAD-L-R9-9
24'' X 12''
CLOSED
SIDEWALK
PEDESTRIAN BARRICADE
2" MAX
A
A
C
C
P1 B
B
R9-9
24'' X 12''
CLOSED
SIDEWALK
PEDESTRIAN BARRICADE
2" MAX
R9-9
24'' X 12''
CLOSED
SIDEWALK
PEDESTRIAN BARRICADE
2" MAX
DRAIAGE SYSTEM IS COMPLETE.
FLOW UNTIL REMAINING
AND 0118 AND DO NOT ALLOW
COVER STRUCTURES 0117
-L- Sta. 20+07.90
BEGIN CONSTRUCTION
ISLAND AND PATCH
REMOVE EXISTING MONOLITHIC
FROM -L- STA. 23+00 TO -L- STA. 24+25
(10' ON-CENTER) IN ISLAND LOCATION
AND PATCHED, INSTALL TUBULAR MARKERS
AFTER MONOLITHIC ISLAND HAS BEEN REMOVED
ELEVATION AND COVER WITH STEEL PLATE.
INSTALL STRUCTURE 0130 TO TEMPORARY
0105
0106
0114
0109
0110
0117
0118
0128
0127
0135
0130
18"RCP INV.OUT=383.71
24"RCP INV.OUT=377.64
CB RIM=383.20
OPEN BOX
INV.OUT=380.80
CB RIM=387.98
30"RCP INV.IN(E)=380.93
36"RCP INV.IN(N)=380.73
36"RCP INV.OUT=380.71
CB RIM=388.04
12"RCP INV.IN=383.62
30"RCP INV.OUT=383.53
CB RIM=388.24
12"RCP INV.OUT=384.31
CB RIM=388.35
36"RCP INV.IN=381.61
36"RCP INV.OUT=381.28
CB RIM=388.34
36"RCP INV.IN=381.83
36"RCP INV.OUT=381.75
CB RIM=389.20
30"RCP INV.IN=382.12
36"RCP INV.OUT=382.02
CB RIM=388.71
24"RCP INV.IN(N)=383.51
24"RCP INV.OUT=383.07
48"RCPX2 INV.IN(W)=383.69
48"RCPx2 INV.OUT=384.75
CB RIM=389.77
36"RCP INV.IN=383.29
36"RCP INV.OUT=378.89
CB RIM=393.29
24"RCP INV.IN=388.04
30"RCP INV.OUT=387.89
CB RIM=392.96
18"RCP INV.IN=388.71
24"RCP INV.OUT=388.29
CB RIM=394.06
18"RCP INV.IN=389.39
18"RCP INV.OUT=389.29
CB RIM=395.61
36"RCP INV.IN=389.27
36"RCP INV.OUT=389.14
36"RCP INV.OUT=391.58
DI RIM=382.22
18"RCP INV.IN=379.86
18"RCP INV.OUT=379.78
DI RIM=384.16
18"RCP INV.IN=382.07
18"RCP INV.OUT=382.16
DI RIM=386.80
18"RCP INV.IN=384.37
18"RCP INV.OUT=384.35
DI RIM=384.06
18"RCP INV.IN=380.55
18"RCP INV.OUT=380.66
DI RIM=387.63
36"RCP INV.IN=381.22
36"RCP INV.OUT=381.18
DMH RIM=383.26
36"RCP INV.IN=376.42
36"RCP INV.OUT=376.31
DMH RIM=386.53
36"RCP INV.IN(N)=377.92
36"RCP INV.IN(NW)=377.78
36"RCP INV.OUT=377.75
DMH RIM=388.38
24"RCP INV.IN(N)=383.09
30"RCP INV.IN(E)=384.82
30"RCP INV.OUT=384.33
24"RCP INV.OUT=383.62
DMH RIM=392.09
36"RCP INV.IN(N)=386.09
30"RCP INV.IN(E)=385.99
36"RCP INV.OUT=385.94
18"FES=383.82
18"RCP INV.=378.63
DMH RIM=387.80
18"RCP INV.IN=383.26
18"RCP INV.OUT=383.18
3x24"RCP
WEST INV.=378.30
CENTER INV.=378.74
EAST INV.=379.10
3x24"RCP
WEST INV.=378.02
CENTER INV.=377.82
EAST INV.=378.16
18"RCP
INV.=378.92
18"RCP
INV.=377.45
48"RCP
INV.=374.85
48"RCP
INV.=374.41
18"RCP
15" RCP 18" RCP
18" RCP BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: DAW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\WZTC\Sheets\013276001_tcp_psh_5.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
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KCEB .W KCI
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DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENING DAVIS PARK EAST MATCHLINE -L- STA. 32+50.00 (SEE SHEET R3.04)R3.05 PLAN DETAILSTRAFFIC MANAGEMENT PHASE 1STATION 39+50
-L-LC
SECTION E-E
EXIST
3'
WORK ZONEEXISTEXIST
(VARIES)
EXIST MEDIAN
SECTION D-D
-L-LC
STATION 34+00
EXISTEXIST
(MEDIAN)
EXIST
3'
WORK ZONE
WORK AREA
WEDGING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE354045(NC 54)S. MIAMI BOULEVARD(SR 1978)
HOPSON ROAD
-L-
R9-9
24'' X 12''
CLOSED
SIDEWALK
PEDESTRIAN BARRICADE
2" MAX
R9-9
24'' X 12''
CLOSED
SIDEWALK
PEDESTRIAN BARRICADE
2" MAX
E
E
D
D
-L- Sta. 41+78.04
END CONSTRUCTION
PROPOSED BARRIER AND GUARDRAIL ARE INSTALLED.
TEMPORARY BARRIER AS REQUIRED UNTIL
MAINTAIN EXISTING GUARDRAIL OR UTILIZE
ISLAND AND PATCH
REMOVE EXISTING MONOLITHIC
ELEVATION AND COVER WITH STEEL PLATE.
INSTALL STRUCTURES 0202 AND 0203 TO TEMPORARY
PIPES USING RSD 1101.02 SHEET 1 OF 14 AS REQUIRED.
INSTALL STRUCTURES 0202 AND 0203 AND ASSOCIATED
TRAVEL SURFACE AT THE END OF EACH WORK PERIOD.
AND BACKFILL AS REQUIRED TO MAINTAIN A SUITABLE
- INSTALL PROPOSED 48" PIPES, REMOVE EXISTING 48" PIPE
TEMPORARY ELEVATION AND COVER WITH STEEL PLATES.
- INSTALL STRUCTURES 0222. 0239, AND 0240 TO
WITH RSD 1101.02 SHEET 1 OF 14:
USING NIGHTTIME LANE CLOSURES IN ACCORDANCE
PAGE ROAD
0202
0203
0204
0205
0206
0207
0238
0219
0218
0221
0220
0241
0240
0215
0211
0239 0222
0223
0224
0233
0234
0213
0214
0212
0235
VAN
VAN BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: DAW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\WZTC\Sheets\013276001_tcp_psh_6.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
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34391
H O
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KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENING DAVIS PARK EAST MATCHLI
NE
-L-
STA. 32+50.00
(SEE SHEET R3.07)
R3.06PLAN DETAILSTRAFFIC MANAGEMENT PHASE 2STATION 25+00
3'
11'2'
(VARIES)
11' MEDIAN11'
(RT TURN LANE)
VARIES
1.76'
WORK ZONE
SECTION F-F
STATION 27+00
SECTION G-G
-L-LC
11'2'11'11'
3'
ZONE
WORK
3'
LC -L-
WORK AREA
WEDGING
STATION 30+00
LC -L-
SECTION H-H
3'
11'9.53'
(MEDIAN)
VARIES
11'11'WORK ZONE 11'
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE202530E
M
P
T
DRI
VEDI
STRI
BUTI
ON
(SR 1978)
HOPSON ROAD-L-
R9-9
24'' X 12''
CLOSED
SIDEWALK
PEDESTRIAN BARRICADE
2" MAX
F
F
H
H+91.00+91.00LANE
TURN
25' RT
TAPER
100' RT TURN LANE +20.00+20.00+20.00LANE TAPER100' RT TURN
TURN LANE100' RT +90.00+90.00+90.00100' LT TURN LANE +00.00+00.00LANE TAPER100' LT TURN
175' LT TURN LANE TAPER+15.0090' RT TURN TAPER
+25.
0
0R9-9
24'' X 12''
CLOSED
SIDEWALK
PEDESTRIAN BARRICADE
2" MAX
R9-9
24'' X 12''
CLOSED
SIDEWALK
PEDESTRIAN BARRICADE
2" MAX
+20.00655' WESTBOUND SHIFT
11'
11'11'
R=1160'
11'
7.86'
430' WESTBOUND SHIFT
+5
5.
7
2 +85.72+5
5.
7
2 +85.72430' EASTBOUND SHIFT
R=1049'
11'
11'
11'
6.12'
2'
11'
11'
2'
11'11'
BEGIN
-L- STA 20+25
P2P4
BEGIN
-L- STA 20+13
P1
BEGIN
-L- STA 20+08
P1
BEGIN
-L- STA 20+28
P13 P42
P2
BEGIN
END
-L- STA 22+00
P4
P4END
-L- STA 23+00
P1END
-L- STA 23+43
BEGIN
-L- STA 23+65
P1
P2
P2
BEGIN
END
-L- STA 24+16
P4
P4END
-L- STA 25+16
LANE TAPER
100' LT TURN
P4
P2
P13
END
-L- STA 26+90
P13 P42
INSTALL
END
-L- STA 27+90
P61
BEGIN
END
-L- STA 26+90
P2
INSTALL
END
-L- STA 28+13
P61
BEGIN
-L- STA 25+90
P4
P1
BEGIN
-L- STA 28+72
P1
PARK DRI
VEKEYSTONEP10 P10BEGIN
-L- STA 29+18.50
INSTALL
BEGIN
-L- STA 29+20
P2
P61
P2
P4BEGIN
END
-L- STA 30+70
P4END
-L- STA 31+70
R9-9
24'' X 12''
CLOSED
SIDEWALK
PEDESTRIAN BARRICADE
2" MAX
P10
P42
P61
P70
P74
P71
P71
BEGIN
-L- STA 23+91
P70
P72
P71
11'
P4END
-L- STA 31+20+70.00+70.00P2
BEGIN
END
-L- STA 30+20
P4
LANE TAPER100' LT TURN
TURN LANE150' LT
STEEL PLATE
COVER WITH
ELEVATION AND
0122 TO TEMPORARY
INSTALL STRUCTURE
R9-9
24'' X 12''
CLOSED
SIDEWALK
PEDESTRIAN BARRICADE
2" MAX+16.00BEGIN
-L- STA 21+15
P4
EXIST21.7'
18.3'EXIST
-L- Sta. 18+70.71
CONSTRUCTION
BEGIN
11'
11'
11'
P70
P72
P2
G
G
VAR.
28.25'
4.75'
(TYP.).
RSD 1101.02 SHEET 1 OF 14
IN ACCORDANCE WITH
TEMPORARY LANE CLOSURES
AND SMALLER USING
INSTALL CROSSPIPES 24"
P61
END
-L- STA 28+16
P61
0119
0120
0121
0122
0107
0111
0112
0108
0102
0101
0124
0126
0125
0129
0132
4.75'
24"RCP INV.OUT=377.64
CB RIM=383.20
OPEN BOX
INV.OUT=380.80
CB RIM=387.98
30"RCP INV.IN(E)=380.93
36"RCP INV.IN(N)=380.73
36"RCP INV.OUT=380.71
CB RIM=388.04
12"RCP INV.IN=383.62
30"RCP INV.OUT=383.53
CB RIM=388.24
12"RCP INV.OUT=384.31
CB RIM=388.35
36"RCP INV.IN=381.61
36"RCP INV.OUT=381.28
CB RIM=388.34
36"RCP INV.IN=381.83
36"RCP INV.OUT=381.75
CB RIM=389.20
30"RCP INV.IN=382.12
36"RCP INV.OUT=382.02
CB RIM=388.71
24"RCP INV.IN(N)=383.51
24"RCP INV.OUT=383.07
48"RCPX2 INV.IN(W)=383.69
48"RCPx2 INV.OUT=384.75
CB RIM=389.77
36"RCP INV.IN=383.29
36"RCP INV.OUT=378.89
CB RIM=393.29
24"RCP INV.IN=388.04
30"RCP INV.OUT=387.89
CB RIM=392.96
18"RCP INV.IN=388.71
24"RCP INV.OUT=388.29
CB RIM=394.06
18"RCP INV.IN=389.39
18"RCP INV.OUT=389.29
CB RIM=395.61
36"RCP INV.IN=389.27
36"RCP INV.OUT=389.14
36"RCP INV.OUT=391.58
DI RIM=382.22
18"RCP INV.IN=379.86
18"RCP INV.OUT=379.78
DI RIM=384.16
18"RCP INV.IN=382.07
18"RCP INV.OUT=382.16
DI RIM=386.80
18"RCP INV.IN=384.37
18"RCP INV.OUT=384.35
DI RIM=384.06
18"RCP INV.IN=380.55
18"RCP INV.OUT=380.66
DI RIM=387.63
36"RCP INV.IN=381.22
36"RCP INV.OUT=381.18
DMH RIM=383.26
36"RCP INV.IN=376.42
36"RCP INV.OUT=376.31
DMH RIM=386.53
36"RCP INV.IN(N)=377.92
36"RCP INV.IN(NW)=377.78
36"RCP INV.OUT=377.75
DMH RIM=388.38
24"RCP INV.IN(N)=383.09
30"RCP INV.IN(E)=384.82
30"RCP INV.OUT=384.33
24"RCP INV.OUT=383.62
DMH RIM=392.09
36"RCP INV.IN(N)=386.09
30"RCP INV.IN(E)=385.99
36"RCP INV.OUT=385.94
18"FES=383.82
18"RCP INV.=378.63
18"RCP
INV.=378.92
18"RCP
INV.=377.45 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: DAW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\WZTC\Sheets\013276001_tcp_psh_7.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENING DAVIS PARK EAST MATCHLINE -L- STA. 32+50.00 (SEE SHEET R3.06)R3.07PLAN DETAILSTRAFFIC MANAGEMENT PHASE 2SECTION I-I
-L-LC
STATION 34+00
11'11'
3'
WORK ZONE
3'
-L-LC
11'11'
3'
11'11'WORK ZONE
SECTION J-J
STATION 42+00
WORK AREA
WEDGING
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE354045(NC 54)S. MIAMI BOULEVARDE
M
P
T
CROSS HERE

SIDEWALK CLOSED
24'' X 12''
R9-11a
PEDESTRIAN BARRICADE
2" MAXCROSS HERE SIDEWALK CLOSED2" MAX
PEDESTRIAN BARRICADE
24'' X 12''
R9-11a
MAINTAIN ACCESS TO PEDESTRIAN CROSSWALK AT ALL TIMES
I
I
+60.00+65.00+60.00+60.00+40.00320' WESTBOUND SHIFT
-L- STA. 37+38.00
END 1'-6'' CURB & GUTTER
11'
11'11'
11'
11'
11'
END
-L- STA 32+85
P42
P4
P4
P2BEGIN
END
-L- STA 41+10
P13 P2 P3
INSTALL
END
-L- STA 43+69
P61
P4END
-L- STA 42+82
P70
P72
P74
200' DOWNSTREAM TAPER +60.00TAPER
TURN LANE
100' LT
105' LT TURN LANE
P10 P10
BEGIN
END
-L- STA 42+60
P13
P10BEGIN
-L- STA 37+38
-L- STA. 38+11.94
END 1'-6'' CURB & GUTTER
BEGIN
END
-L- STA 39+60
P3BEGIN
-L- STA 37+60
P4+95.00SHIFT
655'' WESTBOUND
END
-L- STA 33+99
P10
P10
(SR 1978)
HOPSON ROAD
-L-
END
-L- STA 35+54
P10
BEGIN
-L- STA 34+85
J
J
-L- Sta. 44+01.87
END CONSTRUCTION
INSTALL STRUCTURES 0240 AND 0239 TO FINAL ELEVATION.
0222 TO FINAL ELEVATION.
INSTALL STRUCTURES
(TYP.).
RSD 1101.02 SHEET 1 OF 14
IN ACCORDANCE WITH
TEMPORARY LANE CLOSURES
AND SMALLER USING
INSTALL CROSSPIPES 24"
PAGE ROAD
0201
0217
0211
02100209
0239 0222
0223
0232
02310230
0229
02280227
0226
0225
0242
19.25'
19.25'14.5'
29.5'
VAN
VAN
VAN
VAN
A
C
C
VAN
VAN
VAN
VAN
DN
UP BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: DAW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\WZTC\Sheets\013276001_tcp_psh_8.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENING DAVIS PARK EAST MATCHLI
NE
-L-
STA. 32+50.00
(SEE SHEET R3.09)
R3.08PLAN DETAILSTRAFFIC MANAGEMENT PHASE 3STATION 25+00
-L-LC
3'
11'11'
(RT TURN LANE)
VARIES
1.76'
3'
WORK ZONE
STATION 30+00
LC -L-
3'
11'11'11'
3'
WORK ZONE
SECTION L-L
11'
SECTION K-K
WORK AREA
PAVEMENT REMOVAL
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE202530(SR 1978)
HOPSON ROAD-L-DRI
VEDI
STRI
BUTI
ON KEYSTONE PARK DRI
VEE
M
P
T +02.00+02.00+20.00+20.00LANE TAPER100' LT TURN +89.00155' LT TURN LANE+34.00+34.00LANE TAPER
100' LT TURN +91.00+16.00+91.00LANE
TURN
25' RT +41.00+41.00+41.00+16.00+20.00K
K
L
L
R=1160'+85.72430' EASTBOUND SHIFT
+5
5.
7
2
11'
11'
11'
11'
11'
11'
11'
11'
11'
11'
11'
11'11'
11'
BEGIN
-L- STA 20+40
P2P4
BEGIN
-L- STA 20+35
P10
BEGIN
-L- STA 20+08
P1
P1END
-L- STA 23+85.72
END
-L- STA 21+16
P4
TURN TAPER75' RT
TURN LANE100' LT
P2
BEGIN
END
-L- STA 21+41
P4
P4
LANE TAPER100' LT TURN
END
-L- STA 22+41 BEGIN
-L- STA 23+91
P2
LANE TAPER
100' RT TURN
P4BEGIN
END
-L- STA 24+16
P2
P2END
-L- STA 25+16
P10
BEGIN
-L- STA 25+34
P4
P2BEGIN
END
-L- STA 26+34
P4
INSTALL
-L- STA 27+89
P61
P2
INSTALL
END
-L- STA 28+14
P61
P10END
-L- STA 28+01
P10
P46
P46
P61
P10
P42
P46
P46
P61
P2
TURN LANE
100' RT
P2 P2
INSTALL
BEGIN
-L- STA 29+02
P61
INSTALL
-L- STA 29+20
P61
TURN LANE200' LT
P4BEGIN
END
-L- STA 30+02
P2
P4BEGIN
END
-L- STA 31+02
P2
P4BEGIN
END
-L- STA 31+20
P2
P4END
-L- STA 31+20
BEGIN
-L- STA 29+09
P10 P10
P71
P72
P70
P74
P70P70
P71
P70
P72P71 0108
FINAL ELEVATION.
INSTALL STRUCTURE 0130 TO
18.3'
21.7'
-L- Sta. 20+38.61
BEGIN CONSTRUCTION +02.00LANE TAPER100' RT TURN
(TYP.).
RSD 1101.02 SHEET 1 OF 14
IN ACCORDANCE WITH
TEMPORARY LANE CLOSURES
AND SMALLER USING
INSTALL CROSSPIPES 24"
P61
0103
0104
0116
0115
0113
0122 0123 0133
0134
0130
30.25'
24"RCP INV.OUT=377.64
CB RIM=383.20
OPEN BOX
INV.OUT=380.80
CB RIM=387.98
30"RCP INV.IN(E)=380.93
36"RCP INV.IN(N)=380.73
36"RCP INV.OUT=380.71
CB RIM=388.04
12"RCP INV.IN=383.62
30"RCP INV.OUT=383.53
CB RIM=388.24
12"RCP INV.OUT=384.31
CB RIM=388.35
36"RCP INV.IN=381.61
36"RCP INV.OUT=381.28
CB RIM=388.34
36"RCP INV.IN=381.83
36"RCP INV.OUT=381.75
CB RIM=389.20
30"RCP INV.IN=382.12
36"RCP INV.OUT=382.02
CB RIM=388.71
24"RCP INV.IN(N)=383.51
24"RCP INV.OUT=383.07
48"RCPX2 INV.IN(W)=383.69
48"RCPx2 INV.OUT=384.75
CB RIM=389.77
36"RCP INV.IN=383.29
36"RCP INV.OUT=378.89
CB RIM=393.29
24"RCP INV.IN=388.04
30"RCP INV.OUT=387.89
CB RIM=392.96
18"RCP INV.IN=388.71
24"RCP INV.OUT=388.29
CB RIM=394.06
18"RCP INV.IN=389.39
18"RCP INV.OUT=389.29
CB RIM=395.61
36"RCP INV.IN=389.27
36"RCP INV.OUT=389.14
36"RCP INV.OUT=391.58
DI RIM=384.06
18"RCP INV.IN=380.55
18"RCP INV.OUT=380.66
DI RIM=387.63
36"RCP INV.IN=381.22
36"RCP INV.OUT=381.18
DMH RIM=383.26
36"RCP INV.IN=376.42
36"RCP INV.OUT=376.31
DMH RIM=386.53
36"RCP INV.IN(N)=377.92
36"RCP INV.IN(NW)=377.78
36"RCP INV.OUT=377.75
DMH RIM=388.38
24"RCP INV.IN(N)=383.09
30"RCP INV.IN(E)=384.82
30"RCP INV.OUT=384.33
24"RCP INV.OUT=383.62
DMH RIM=392.09
36"RCP INV.IN(N)=386.09
30"RCP INV.IN(E)=385.99
36"RCP INV.OUT=385.94
18"FES=383.82 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: DAW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\WZTC\Sheets\013276001_tcp_psh_9.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENING DAVIS PARK EAST MATCHLINE -L- STA. 32+50.00 (SEE SHEET R3.08)R3.09PLAN DETAILSTRAFFIC MANAGEMENT PHASE 3WORK AREA
PAVEMENT REMOVAL
-L-LC
STATION 39+50
SECTION M-M
11'11'
3'3'
WORK ZONE
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE354045E
M
P
T
+63.00+68.00+63.00TURN LANE
105' LT+63.00200' THRU LANE TAPER
300' WESTBOUND SHIFT
+72.00+72.00M
M
11'
11'
33'
11'
11'
11'
11'
BEGIN
-L- STA 39+63
P3
BEGIN
-L- STA 41+63
P4
LANE TAPER
100' LT TURN
P3
BEGIN
END
-L- STA 41+63
P2
P4
P2
P46
P2 P2
INSTALL
END
-L- STA 41+68
P61
BEGIN
-L- STA 40+72
P1 P41 P1 P41END
-L- STA 43+79
P1
P70
P72
P74
02030202
TO FINAL ELEVATION.
INSTALL STRUCTURES 0202 AND 0203 (NC 54)S. MIAMI BOULEVARD(SR 1978)
HOPSON ROAD
-L-
-L- Sta. 43+69.25
END CONSTRUCTION
PAGE ROAD
0216
27'
22'
7.9'
VAN
VAN
VAN
VAN BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Pavement Marking & Signing\013276001_pmp_psh_4.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST MATCHLI
NE
-L-
STA. 32+50.00
(SEE SHEET R4.01)
R4.00AND SIGNING PLANPAVEMENT MARKING 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
DEPARTMENT STAFF PRIOR TO INSTALLATION.
NAME SIGNS SHALL BE APPROVED BY THE TRANSPORTATION AND FACILITIES
5. ALL STREET NAME SIGNS SHALL ADHERE TO 2009 MUTCD. ALL STREET
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.
PAVEMENT MARKING
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:
PAVEMENT MARKER LEGEND
- CRYSTAL / RED PAVEMENT MARKER
- YELLOW / YELLOW PAVEMENT MARKER
- DIRECTION OF TRAFFIC FLOW
SIGNING LEGEND
SIGNING NOTES
PAVEMENT MARKING SYMBOLS
PAVEMENT MARKING LINES
T72 - THERMOPLASTIC (STRAIGHT ARROW) (90 MILS)
T71 - THERMOPLASTIC (RIGHT TURN ARROW) (90 MILS)
T46 - THERMOPLASTIC (8" WHITE, 90 MILS) CROSSWALK LINE
T2 - THERMOPLASTIC (4" WHITE, 90 MILS) LANE LINE
T70 - THERMOPLASTIC (LEFT TURN ARROW) (90 MILS)
T10 - THERMOPLASTIC (4" YELLOW, 90 MILS) EDGELINE
T61 - THERMOPLASTIC (24" WHITE, 90 MILS) STOPBAR
T42 - THERMOPLASTIC (8" YELLOW, 90 MILS) DIAGONAL LINE
T13 - THERMOPLASTIC (4" YELLOW, 90 MILS) YELLOW DOUBLE CENTER
500'
ALONG HOPSON ROAD
BE REMOVED EASTBOUND
"RIGHT ONLY" SIGNS SHALL
EASTBOUND THRU LANE
ARROW MARKINGS IN
ONLY" NUMERIC AND
GRIND EXISTING "RIGHT
T74 - THERMOPLASTIC (COMBO. RIGHT/STRAIGHT ARROW) (90 MILS)
T3 - THERMOPLASTIC (4" WHITE, 90 MILS) 10 FT. SKIP
T4 - THERMOPLASTIC (4" WHITE, 90 MILS) 3' - 9'/SP MINISKIP
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE202530-L-
-L-
(SR 1978)
HOPSON ROAD
KEYSTONE PARK DRI
VEDRI
VEDI
STRI
BUTI
ON
-L- Sta. 18+70.71
BEGIN PROJECT
T74
T74
T71
T70
T71
T70 T70
T74
T72
T70
T72
T72
T71
T70
T46
T61
T61
T61
T61
T61
T61
T61
T46
T46T46
T46
END
-L- STA 25+16
T2BEGIN
-L- STA 23+91
T2
BEGIN
END
-L- STA 24+16
T4
T4
T4END
-L- STA 21+16
T2
BEGIN
END
-L- STA 20+41
BEGIN
END
-L- STA 19+57
T2
END
-L- STA 22+41
T4
BEGIN
END
-L- STA 20+41
T4
BEGIN
-L- STA 25+34
T4
BEGIN
END
-L- STA 26+84
T4
T2
END
-L- STA 28+10
T2
END
-L- STA 28+14
END
-L- STA 28+02
T13
T2
T3
T4
T4 T4
T3
T3 T13
T42
END
-L- STA 32+20
T4
T2
END
-L- STA 31+02
T4
T4
BEGIN
END
-L- STA 30+70
T4
T2BEGIN
-L- STA 29+03
T3BEGIN
-L- STA 29+05
T2BEGIN
-L- STA 29+08
BEGIN
END
-L- STA 29+52
T2
-L- STA 29+14
BEGIN T3
T10T10BEGIN
-L- STA 26+02
T10T10END
-L- STA 27+84
T10T10
-L- STA 29+20
BEGIN
T10T10END
-L- STA 31+52
T10T10END
-L- STA 21+73
SPEED4
5LIMIT
SPEED45LIMIT
ONE WAY
STOP
STOP
STOP

ONE WAY
HOPSON RD.
DISTRIBUTION DR.
HOPSON RD.
KEYSTONE PARK DR. ONLY11'11'11'11'5.5'11'11'11'11'11'11'5.5'11'5.5'11'11'11'11'11'
11'
1
4' SEE NOTE 3
REMOVE
SEE NOTE 3
REMOVE
RETAIN
RETAIN
RETAIN
SEE NOTE 3
REMOVE
SEE NOTE 3
REMOVE

30" X 36"
R4-7
-L- STA 20+44 30" X 36"
R4-7
-L- STA 27+84
T10
TIE TO EXIST
BEGIN
-L- STA 18+71
T10
T4
T10
T10
SEE NOTES 1 & 2
-L- STA 23+59
RELOCATE TO ONE WAYSEE NOTE 3
REMOVE
SEE NOTES 1 & 2
-L- STA 28+38
RELOCATE TO
T2
30" X 36"
R4-7
-L- STA 29+22

STOP SEE NOTES 1 & 2
-L- STA 23+29
RELOCATE TO
T72
T72
T2T4
SEE NOTE 3
REMOVE SPEED35LIMIT 30" X 36"
R2-1
-L- STA 26+18
SEE NOTE 3
REMOVE
T72
T74
T72
T72
SPEED35LIMIT
30" X 36"
R2-1
-L- STA 30+39
SPEED35LI
MI
T
30" X 36"
R2-1
-L- STA 18+43
BEGIN
-L- STA 17+00
T3
36" X 36"
W3-5
LI
MIT
S
P
E
E
D
35 11'11'11'
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Pavement Marking & Signing\013276001_pmp_psh_5.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
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G EENI
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LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST MATCHLINE -L- STA. 32+50.00 (SEE SHEET R4.00)R4.01AND SIGNING PLANPAVEMENT MARKING 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
DEPARTMENT STAFF PRIOR TO INSTALLATION.
NAME SIGNS SHALL BE APPROVED BY THE TRANSPORTATION AND FACILITIES
5. ALL STREET NAME SIGNS SHALL ADHERE TO 2009 MUTCD. ALL STREET
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.PAVEMENT MARKING
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:
PAVEMENT MARKER LEGEND
- CRYSTAL / RED PAVEMENT MARKER
- YELLOW / YELLOW PAVEMENT MARKER
- DIRECTION OF TRAFFIC FLOW
SIGNING LEGEND
SIGNING NOTES
PAVEMENT MARKING SYMBOLS
PAVEMENT MARKING LINES
T72 - THERMOPLASTIC (STRAIGHT ARROW) (90 MILS)
T71 - THERMOPLASTIC (RIGHT TURN ARROW) (90 MILS)
T46 - THERMOPLASTIC (8" WHITE, 90 MILS) CROSSWALK LINE
T2 - THERMOPLASTIC (4" WHITE, 90 MILS) LANE LINE
T70 - THERMOPLASTIC (LEFT TURN ARROW) (90 MILS)
T10 - THERMOPLASTIC (4" YELLOW, 90 MILS) EDGELINE
T61 - THERMOPLASTIC (24" WHITE, 90 MILS) STOPBAR
T42 - THERMOPLASTIC (8" YELLOW, 90 MILS) DIAGONAL LINE
T13 - THERMOPLASTIC (4" YELLOW, 90 MILS) YELLOW DOUBLE CENTER
500'
T74 - THERMOPLASTIC (COMBO. RIGHT/STRAIGHT ARROW) (90 MILS)
T3 - THERMOPLASTIC (4" WHITE, 90 MILS) 10 FT. SKIP
T4 - THERMOPLASTIC (4" WHITE, 90 MILS) 3' - 9'/SP MINISKIP
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE354045-L-
-L-(NC 54)S. MIAMI BOULEVARD-L-(SR 1978)
HOPSON ROAD
-L- Sta. 44+01.87
END PROJECT
T74
T72
T70
T61
T46
T46
T46
T46
T61
BEGIN
END
-L- STA 41+65
T4
T2
T4END
-L- STA 41+47
T4BEGIN
-L- STA 40+66
END
-L- STA 43+65
END
-L- STA 43+67
T2
END
-L- STA 43+72
BEGIN
-L- STA 39+65
T4
T3
T3
T10T10BEGIN
-L- STA 40+48
T10T10BEGIN
-L- STA 34+83
T10T10END
-L- STA 35+54
11'11'11'11'11'11'11'11'11'11'11'11'SEE NOTE 3
REMOVE
STOP

STOP

STOP

RETAIN

ONE WAY
36" X 12"
R6-1
-L- STA 41+07
-L- STA 36+30
36" X 36"
W3-3
T70
T10 T10 30" X 36"
R4-7
-L- STA 43+64
ONE WAY36" X 12"
R6-1
-L- STA 40+14
SPEED35LIMIT 30" X 36"
R2-1
-L- STA 38+72
T70
T72
T74
T74 SPEED35LIMIT 30" X 36"
R2-1
-L- STA 38+72
LIMITSPEED3536" X 36"
W3-5
T74
PAGE ROAD
VAN
VAN
VAN
VAN
DN
UP
F
C
F F
F
F
F
F
C
F
C F
F F
F
F
F
C
F
F
C
F
F
F
F
F
F
F
F
C
CC
C
C
E
ICV
E
GTV
C
C
WV
BPFBPF
GTS
C
C
WV
WV
WV
WVWV
WV
WV
WV
WV
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
T
T
1
T
2 T
3
T
4
5
T
T
6
T
7
P
W W W
W
W
W
S
YARD INLET
YARD INLET
YARD INLET
YARD INLET
360
360
360 360365365365
3
6
5
365 3
6
5370370
370
370
370
370370375
375
3
7
5
375
375375 375380
380
380380385 385385385385 390390390395395395395
395
395 395395395
395
3953954004004
0
0
4004004004004008.70 AC.
407 DAVIS DRIVE
D.B. 7361, PG. 42
PIN NO. 0747-03-13-4998
0.85 AC.
4511 HOPSON ROAD
PIN NO. 0747-03-14-6630
D.B. 4697, PG. 396
D.B. 6301, PG. 761
4523 HOPSON ROAD
0.70 AC.
4603 HOPSON ROAD
D.B. 8231, PG. 151
PIN NO. 0747-03-24-0620
3.17 AC.
4524 HOPSON ROAD
D.B. 989, PG. 567
PIN NO. 0747-03-14-9163
0.86 AC.
4608 HOPSON ROAD
D.B. 287, PG. 107
PIN NO. 0747-03-24-1187
PIN NO. 0747-03-23-1684
10.14 AC.
4610 HOPSON ROAD
D.B. 2428, PG. 411
PIN NO. 0747-03-23-7335
11.95 AC.
4700 HOPSON ROAD
D.B. 7072, PG. 284
D.B. 8468, PG. 30
PIN NO. 0747-03-24-6764
21.07 AC.
4701 HOPSON ROAD
PIN NO. 0747-03-14-8632
NC REGION NO 15 EXCHANGE LLC
MALLETT, ROBERT H.
SEARLS, WENDY L.
PROCTOR, RAYMOND M.
PROCTOR, RAYMOND M.
PROCTOR, RAYMOND M.
NC DEPT. OF TRANSPORTATION
DAVIS PARK EAST POD EF LLC.
PRESCHOOL ENTERPRISES, LLC BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Erosion Control\013276001_ero_psh_4.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
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ONORP
SEAL
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G EENI
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LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST MATCHLI
NE
-L-
STA. 32+50.00
(SEE SHEET R5.01)
R5.00
EROSION CONTROL MEASURES
INLET PROTECITON
BLOCK AND GRAVEL
FENCE
TEMPORARY SEDIMENT PLANEROSION CONTROL A WASH STATION WILL BE REQUIRED.
2. ALL PUBLIC STREETS TO BE KEPT CLEAN OF SEDIMENT AT ALL TIMES OR
1. TOTAL DISTURBED AREA FOR OFFSITE IMPROVEMENTS = 3.54 AC.
NOTES:
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
CONDITION.
EXPECTED TO REMAIN IN GOOD
VEGETATED AND STABLE.
EXISTING OUTFALL IS HEAVILY
CONDITION.
TO REMAIN IN GOOD
AND STABLE. EXPECTED
HEAVILY VEGETATED
EXISTING OUTFALL IS
CONDITION.
EXPECTED TO REMAIN IN GOOD
WITH DENSE VEGETATION AROUND OUTLET.
EXISTING OUTFALL IS STABLE20 2530-L- Sta. 18+70.71
BEGIN CONSTRUCTION
BEGIN PROJECT
(SR 1978)
HOPSON ROAD-L-DI
STRI
BUTI
ON DRI
VE(SR 1978)HOPSON ROAD-L-KEYSTONE PARK DRI
VE202530FENCE (TYP.)
TEMPORARY SILT
DISTURBANCE (TYP.)
LIMITS OF
INLET PROTECTION (TYP.)
BLOCK AND GRAVEL
F
F
F
F
F
F
C
F
F
F F
C C
C
F
F
F
F C F
C
C C
F
F F
CC
EOSAC AC AC AC
D
GT
GT
GT
GT
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
WV
GTGTGTGT
ICV
ICV
ICV
ICV
ICV
GTS
GV
C
C
C
CCC
C
WV
WV
WV
WV
WV
WVWV
W
B6B6
B6 B6
B7 B8
B4
B6
B6
B4
B6
B4
B7
B6
O8
O11
O16
O12 O12 O12 O12
O12
O8
O12
O12
O12
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HHHH
EOS
TT
EOS
T
T
T
8
T
9
T
10
11
T
12
T
13
T T
14 15
T
16
T
17
T
18
T
W
W
W
W
W
W
W
W
WWWW
W
W
W
W
W
W
W
W
W
EOS
S
49
40
46
53
ROOF DRAIN
ROOF DRAIN
INV.COVERED UNDER RIPRAP
C
HH
386.6
385.5
385.4
386.6
375375375
3
8
0 3803
8
0
380380380
3
8
0
380380380380
380
380385385
385385385385385385385385385385385385385385385
385385385385385
385
385385
385385390
390
390
3903903903
9
0
390
390
3903
9
0 390390390 390390
3953953
9
5
395395
395
400400400405 405PIN NO. 0747-03-33-2860
D.B. 4432, PG. 331
4.69 AC.
4804 HOPSON ROAD
PIN NO. 0747-03-34-2391
0.42 AC.
4801 HOPSON ROAD
D.B. 5444, PG. 342
PIN NO. 0747-03-34-3599
0.64 AC.
4803 HOPSON ROAD
D.B. 5444, PG. 342 PIN NO. 0747-03-35-5362
13.63 AC.
PIN NO. 0747-03-35-5362
13.63 AC.PIN NO. 0747-03-33-6832
6.92 AC.
4812 HOPSON ROAD
D.B. 7879, PG. 362
D.B. 7270, PG. 31
PIN NO. 0747-03-34-8810
4805 HOPSON ROAD
PIN NO. 0747-03-34-5371
0.82 AC.
4813 HOPSON ROAD
D.B. 6516, PG. 602
D.B. 7270, PG. 31
PIN NO. 0747-03-34-8810
14.77 AC.
5508 S MIAMI BOULEVARD
PIN NO. 0747-03-34-7391
0.82 AC.
4823 HOPSON ROAD
D.B. 8217, PG. 163
PIN NO. 0747-03-34-9350
0.40 AC.
4827 HOPSON ROAD
D.B. 8121, PG. 559
D.B. 7270, PG. 31
PIN NO. 0747-03-34-8810
5516 S MIAMI BOULEVARD
PIN NO. 0747-03-33-9963
1.85 AC.
5600 S MIAMI BOULEVARD
D.B. 7424, PG. 656
1.25 AC.
5630 S MIAMI BOULEVARD
PIN NO. 0747-03-33-9549.L00
D.B. 6716, PG. 424
D.B. 4832, PG. 690
PIN NO. 0747-03-44-3587
5503 S MIAMI BOULEVARD
D.B. 4455, PG. 428
PIN NO. 0747-03-44-3375
5507 S MIAMI BOULEVARD
D.B. 8426, PG. 444
PIN NO. 0747-03-43-2998
D.B. 8426, PG. 444
PIN NO. 0747-03-43-2699
5611 S MIAMI BOULEVARD
5431 PAGE ROAD
PIN NO. 0747-03-43-1890
5607 S MIAMI BOULEVARD
EXEMPT LOT
NORTH CAROLINA RAILROAD CO.
NORTH CAROLINA RAILROAD CO.
NORTH CAROLINA RAILROAD CO.
NORTH CAROLINA RAILROAD CO.919 STORAGE HOPSON ROAD LLC
TS CREEKSTONE LLC.
THE CAROLINAS INC.
NEW COMMUNICATIONS OF
TS CREEKSTONE LLC.
SVASTI HOLDINGS LLC.SVASTI HOLDINGS LLC.
TS CREEKSTONE LLC.
SPIRIT MASTER FUNDING VII LLC.
COLE BK DURHAM NC, LLC
ARBYS DURHAM, LLC
TRIPLE NET VENTURES, LLC
TRIPLE NET VENTURES, LLC
ARCHLAND PROPERTY I, LLC
WEATHERSPOON HEIRS CEMETERY
RAILROAD CO.
NORTH CAROLINA BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Erosion Control\013276001_ero_psh_5.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST MATCHLINE -L- STA. 32+50.00 (SEE SHEET R5.00)R5.01PLANEROSION CONTROL EROSION CONTROL MEASURES
INLET PROTECITON
BLOCK AND GRAVEL
FENCE
TEMPORARY SEDIMENT
A WASH STATION WILL BE REQUIRED.
3. ALL PUBLIC STREETS TO BE KEPT CLEAN OF SEDIMENT AT ALL TIMES OR
2. NO WETLANDS OR STREAMS WITHIN LIMITS OF OFFSITE IMPROVEMENTS.
1. TOTAL DISTURBED AREA FOR OFFSITE IMPROVEMENTS = 3.54 AC.
NOTES:
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
(SR 1978)
HOPSON ROAD
-L-
(SR 1978)
HOPSON ROAD
-L-(NC 54)S. MIAMI BOULEVARD-L- Sta. 44+01.87
END CONSTRUCTION
END PROJECT3540 45DISTURBANCE (TYP.)
LIMITS OF
FENCE (TYP.)
TEMPORARY SILT
INLET PROTECTION (TYP.)
BLOCK AND GRAVEL
PAGE ROAD354045
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Erosion Control\013276001_ero_DTL.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
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G EENI
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OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST R5.02DETAILSEROSION CONTROL CONSTRUCTION SEQUENCE
MAINTENANCE PLAN
is an essential part of an effective erosion and sedimentation control plan.
maintenance of small eroded areas before they become significant gullies
washouts or breaks occur, repair them immediately. Prompt
remove all sediment from diversion and other water-disposal practices. If
sedimentation control practices, especially after heavy rainfalls. Promptly
Periodically check all graded areas and the supporting erosion and

MAINTENANCE

stabilization of these areas in the plan.
make sure they are adequately protected from erosion. Include final
12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and

15 working days or longer.
measures on all graded areas when work is to be interrupted or delayed for
completed on each area in the grading plan. Apply temporary stabilization
11. Permanently stabilize all graded areas immediately after final grading is

with approved methods.
10. Handle seeps or springs encountered during construction in accordance

during all phases of development.
9. Keep diversions and other water conveyance measures free of sediment

slippage.
8. Do not place fill on a frozen foundation, due to possible subsidence and

materials into fill slopes.
7. Do not incorporate frozen material or soft or highly compressible

related problems.
the layers as required to reduce erosion, slippage, settlement, or other
6. Place all fill in layers not to exceed 9 inches in thickness, and compact

building debris, and other materials inappropriate for constructing stable fills.
5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps,

other objectionable material that would affect the planned stability of the fill.
4. Clear and grub areas to be filled to remove trees, vegetation, roots, or

placing topsoil.
3. Scarify areas to be topsoiled to a minimum depth of 2 inches before

it for use in finishing the grading of all critical areas.
2. Remove good topsoil from areas to be graded and filled, and preserve

construction schedule.
measures in accordance with the approved sedimentation control plan and
1. Construct and maintain all erosion and sedimentation control practices and

CONSTRUCTION SPECIFICATIONS
LAND GRADING (6.02)
TOPSOILING (6.04)VEGETATIVE PLAN (NCDENR 6.11)
fine gravel or sand may be needed to protect the filter cloth.
Where large stones are used or machine placement is difficult, a 4-inch layer of

If extensive damage is suspected, remove and replace the entire sheet.
of filter material with a minimum overlap of 12 inches around the damaged area.
If damage occurs remove the riprap and repair the sheet by adding another layer
next section as required. Take care not to damage the cloth when placing riprap.
ground and where necessary, bury the lower end of the cloth or overlap with the
the overlap. Bury the upstream end of the cloth a minimum of 12 inches below
Overlap the edges by at least 12 inches, and space anchor pins every 3 ft along
Synthetic filter fabric - Place the cloth filter directly on the prepared foundation.

layers with minimal mixing.
specified depth. Where more than one layer of filter material is used, spread the
foundation is prepared. For gravel, spread filter stone in a uniform layer to the
Sand and gravel filter blanket - Place the filter blanket immediately after the ground
inside dimensions and grade of the riprap meet design specifications.
sufficiently to allow placement of the riprap in a manner such that the finished
will be at the elevation of the surrounding area. Channels should be excavated
material. Cut the subgrade sufficiently deep that the finished grade of the riprap
depressions with riprap. Remove brush, trees, stumps and other objectional
to a density approximating that of the surrounding undisturbed material or overfill
lines and grades shown on the plans. Compact any fill required in the subgrade
Subgrade Preparation - Prepare the subgrade for riprap and filter to the required

CONSTRUCTION SPECIFICATIONS
flow. Control of weed and brush growth may be needed in some locations.
vigorous condition to protect the area from erosion and scour during out-of-bank
immediately. Maintain all vegetation adjacent to the channel in a healthy,
look for indications of piping, scour holes, or bank failures. Make repairs
where concentrated flow enters. Carefully check stability at road crossings and
promptly. Give special attention to the outlet and inlet sections and other points
Inspect channels at regular intervals as well as after major rains, and make repairs

MAINTENANCE

riprap should be apparent.
of the riprap should blend with the surrounding area. No overfall or protrusion of
stone sizes to produce a relatively smooth, uniform surface. The finished grade
stones. Hand placing may be necessary to achieve the proper distribution of
The finished slope should be free of pockets of small stone or clusters of large

the stones.
stone sizes. Take care not to dislodge the underlying base or filter when placing
riprap by dumping through chutes or other methods that cause segregation of
final placement. Place riprap to its full thickness in one operation. Do not place
be obtained by selective loading at the quarry and controlled dumping during
a minimum of voids. The desired disbribution of stones throughout the mass may
of the filter. Place riprap so that if forms a dense, well-graded mass of stone with
Stone Placement - Placement of riprap should follow immediately after placement
RIP RAP (6.15)
retain sediment.
Sediment barriers - Use sediment fences or other barriers where necessary to

All stockpile areas used shall be stabilized with silt fence and seeded.
topsoil is stockpiled in small piles located near areas where they will be used.
traffic routes. On large sites, respreading is easier and more economical when
Select stockpile location to avoid slopes and natural drainageways, avoiding

STOCKPILING

basins, diversions, and other controls into place before stripping.
generally varies along a gradient from hilltop to toe of the slope. Put sediment
soil cores at several locations within each area to be stripped. Topsoil depth
but depth varies depending on the site. Determine depth of stripping by taking
roadbuilding, or compaction by equipment. A 4 to 6-inch stripping depth is common,
Strip topsoil only from those areas that will be disturbed by excavation, filling,

STRIPPING

identified by their extremely light weight when dry.
Organic soils such as mucks and peats do not make good topsoil. They can be

if it meets the other criteria listed above.
desirable; however, material excavated from deeper layers may be worth storing
Generally, the upper part of the soil, which is richest in organic matter, is most

thickness affect the ease of excavation and spreading of topsoil.
Soil factors such as rock fragments, slope, depth to water table, and layer
The depth of material meeting the above qualifications should be at least 2 inches.

Sodium - sodium adsorption ratio should be less than 12.

Soluble salts - should be less than 500 ppm.

it is less than 6.0.
Acidity - pH should be greater than 3.6 before liming, and liming is required if

greater than 1.5% by weight.
Organic matter content - (sometimes referred to as "humic matter") should be

soils such as peat or muck as topsoil.
loam, clay loam, and loamy sand are fair. Do not use heavy clay and organic
Texture - loam, sandy loam, and silt loam are best; sandy clay loam, silty clay

handling. Quality topsoil has the following characteristics:
Determine whether the quality and quantity of available topsoil justifies selective

MATERIALS

CONSTRUCTION SPECIFICATIONS
to avoid excessive mixing of topsoil into the subsoil.
After topsoil application, follow procedure for seedbed preparation, taking care

between topsoil and subsoil.
after spreading topsoil. A disk may be used to promote bonding at the interface
On slopes and areas that will not be mowed, the surface may be left rough

high-maintenance turf is to be established.
germination. Light packing with a roller is recommended where
but avoid excessive compaction, as it increases runoff and inhibits seed
Compact the topsoil enough to ensure good contact with the underlying soil,

water pockets.
topsoiling or other operations to prevent the formation of depressions or
wet or frozen. Correct any irregularities in the surface that result from
Do not spread topsoil while it is frozen or muddy or when subgrade is

SPREADING TOPSOIL

the soil to a depth of at least 6 inches before spreading topsoil.
the topsoil and subsoil. If no amendments have been incorporated, loosen
by disking or scarifying to a depth of at least 4 inches, to ensure bonding of
Roughening - Immediately prior to spreading the topsoil. loosen the subgrade

Incorporate lime to a depth of at least 2 inches by disking.
recommended by soil tests or specified for the seeding mixture to be used.
soil is composed of heavy clays, incorporate agricultural limestone in amounts
Liming of subsoil - Where the pH of the existing subsoil is 6.0 or less, or the

approved plan and do not alter them by adding topsoil.
Grading - Maintain grades on the areas to be topsoiled according to the

such as diversions, berms, dikes, waterways, and sediment basins.
Before spreading topsoil, establish erosion and sedimentation control practices

SITE PREPARATION

growth.
must be stabilized with permanent vegetation to control erosion and weed
Permanent vegetation - If stockpiles will not be used within 12 months they

formation of the stockpile.
as possible, no more than 30 working days or 120 calendar days after the
Temporary seeding - Protect topsoil stockpiles by temporarily seeding as soon
Slopers flatter than 4:1- 14 days
Slopes between 3:1 and 4:1 greater than 50' in length- 7 days
Slopes between 3:1 and 4:1 less than 50' in length-14 days
Slopes between 2:1 and 3:1 less than 10' in length- 14 days
Slopes between 2:1 and 3:1 greater than 10' in length- 7 days
Slopes 2:1 or steeper- 7 days
High Quality Water Zones- 7 days
Perimeter dikes, swales, ditches and slopes- 7 days
per the following guidlines.
areas within 7 or 14 days of termination of grading operations
Contractor shall stabilize (temporary or permanent) all disturbed
table or sooner of completion of any phase of grading.
or other areas within the timeframe speficied in the stabilization
6. The Contractor shall provide ground cover on exposed slopes
or causes a visible increase in turbidity of any waterbody.
sediment is deposited off site or into stream or wetland,
streams or wetlands. Corrective action must be taken if
runoff leaves the site and evaluate the effect on nearby
5. The Contractor must inspect all outlets where stormwater
cover.
vegetative plan to maintain a vigorous, dense vegetative
mulch all seeded areas according to specifications in the
4. The Contractor shall fertilize, reseed as necessary, and
to maintain a barrier.
fence. Silt fence will be repaired as necessary
fence when it becomes 0.5 feet deep at the
3. The Contractor shall remove sediment from behind silt
sediment pool no longer drains properly.
filled. Gravel will be cleaned or replaced when the
basin when storage capacity has been approximately 50%
2. The Contractor shall remove sediment from sediment
half inch of rainfall and once a week.
the Contractor must be made and logged after every
The rain gauge must be kept onsite and inspections by
stormwater permit, a rain gauge must be installed on site.
Pollutant Discharge Elimination System (NPDES) general
to maintain all practices as designed. Also per National
needed repairs will be made immediately by the Contractor
period) but in no case less than once every week. Any
following every runoff producing 0.5" rainfall (in a 24 hour
control practices for stability and operation within 24 hours
1. The Contractor shall inspect all erosion and sediment
Land Resources at [phone].
or cannot access the form, please contact NCDENR Division of
http://portal.ncdenr.org/web/lr/erosion. If you have questions
form is available as an Excel spreadsheet from
113A-54.1 and 15A NCAC 4B.0131. The Self-Inspection Report
permanent ground cover is established in accordance with NCGS
conducted after each phase of the project, and continue until
according to the approved plan. The inspections must be
maintenance of erosion and sedimentation control measures
focus of the self-inspection report is the installation and
the NPDES Stormwater Permit for Construction Activities. The
program is separate from the weekly self-monitoring program of
inspections took effect October 1, 2010. The self-inspection
being followed. Rules detailing the documentation of these
sure that the approved erosion and sedimentation control plan is
inspect a project after each phase of the project to make
to require that persons responsible for land-disturbing activities
The Sedimentation Pollution Control Act was amended in 2006
Self-Inspection Program:
Notification of Land Resources Sediment and Erosion Control
sequence schedule in advance to maintain management control.
When changes in construction activities are needed, amend the
Follow the construction sequence throughout project development.
MAINTENANCE
10. Remove soil erosion control measures and stabilize these areas.
9. Request final approval by Erosion Control Officer;
cover is established;
Maintain soil erosion control measures until permanent ground8.
shorter, after any phase of grading;
shown on ground stabilization requirements, whichever is
7. Seed and mulch denuded area within 15 days or duration
6. Clean sediment basins when one-half full;
5. Proceed with grading;
by Erosion Control Officer;
4. Obtain certificate of compliance through on-site inspection
3. Install all erosion control measures as shown;
2. Obtain grading permit;
1. Request preconstruction meeting.
CONSTRUCTION SPECIFICATIONS
Adventure II
Chieftain
Approved Tall Fescue Cultivars
Adventure
Debutante
Amigo Anthem
Apache Apache II Arid Austin
Brookstone Bonanza Bonanza II Chapel Hill
Chesapeake Coronado Crossfire II
Duster Falcon Falcon II
Finelawn Petite Finelawn Finelawn I Genesis
Grande Guardian
Mustang Olympic
Phoenix Pixie Pyramid
Rebel
Tempo
Tribute
Wolfpack
of plant flood as a 10-20-20 analysis.
maintained and the rate of application adjusted to provide the same amount
a different analysis of fertilizer may be used provided the 1-2-2 ratio is
Fertilizer shall be 10-20-20 analysis. Upon written approval of the Engineer,
SEEDBED PREPARATION
APPLYING AND COVERING LIMESTONE, FERTILIZER, AND SEED
B)
C)
GRASS-LINED CHANNELS (6.30)

establishment period.
or a temporary liner sufficient to withstand anticipated velocities during the
severity of the conditions and selection of species. Protect the channel with mulch
4. The procedure used to establish grass in the channel will depend upon the

enter the channel freely.
3. Remove and properly dispose of all excess soil so that surface water may

during seedbed preparations and sod buildup.
the plans plus a 0.2-ft overcut around the channel perimeter to allow for bulking
2. Excavate the channel and shape it to neat lines and dimensions shown on

foundation area and dispose of properly.
1. Remove all trees, brush, stumps, and other objectionable material from the

CONSTRUCTION SPECIFICATIONS
condition at all times, since it is the primary erosion protection for the channel.
maintain the designed carrying capacity. Keep the grass in a healthy, vigorous
of piping or scour holes. Remove all significant sediment accumulations to
check the channel outlet and all road crossings for bank stability and evidence
heavy rainfall event. Immediately make repairs. It is particularly important to
After grass is established, periodically check the channel; check it after every
During the establishment period, check grass-lined channels after every rainfall.

MAINTENANCE

APPLYING AND COVERING LIMESTONE, FERTILIZER, AND SEED
A)
A)
MULCHING
B)
of approval.
material will be established by the Engineer at the time
material, or other conditions governing the use of such
methods and rates of application, the type of binding
approved by the Engineer, the seasonal limitations, the
requested by the Contractor and the use of such material is
permissions to use material other than grain straw is
Grain straw may be used as mulch at any time of year. If
in the special provisions or directed by the Engineer.
All seeded areas shall be mulched unles otherwise indicated
GENERAL:
C)
the ground, reduce erosion, and conserve soil moisture.
penetrate and air to circulate but will also partially shade
application will be that which will allow some sunlight to
provide an acceptable application. An acceptable
by approved mechanical spreaders or blowers that will
operations. Mulch shall be uniformly spread by hand or
or other damage to the seeded area during the mulching
shall be exercised to prevent displacement of soil or seed
seeding unless otherwise permitted by the Engineer. Care
Mulch shall be applied within 24 hours after completion of
APPLYING MULCH:
any blockage to drainage facilities that may occur.
by wind, water, or other causes and shall promptly remove
mulch from entering drainage structures through displacement
The Contractor shall take sufficient precautions to prevent
that may be necessary.
occurs the Contractor shall repair it, including any cleaning
required to avoid such damage. When such damage
adequate covering or change methods of application as
other appurtenances. The Contractor shall either provide
traffic, structures, guardails, traffic control devices, or any
adequate precautions shall be taken to prevent damage to
approved binding materials which may cause damage,
During the application of asphalt binding material, or other
mulch application.
with the mulch it shall be applied immediately following the
Engineer. Where the binding material is not applied directly
application of binding material shall meet the approval of the
the mulch is properly held in place. The rate and method of
of asphalt or other approved binding material to assure that
Mulch shall be held in place by applying a sufficient amount
HOLDING MULCH:GROUND STABILIZATION REQUIREMENTS
SEEDING AND MULCHING
Jaguar
Hawk Houndog
Jaguar III Kentucky 31 Kitty
Monarch Montauk
Pacer
Rebel Jr.Rebel II Renegade
Safari Shenandoah Titan
Tomahawk Trailblazer Vegas
Wrangle
January 1-December 31.
On cut and fill slopes 2:1 or steeper, add 30# (23kg) Sericea Lespefeza
unfavorable working condition.
extremely wet, or when the Engineer determines that it is an otherwise
The preparation of seedbeds shall not be done when the soil is frozen,
shall be limited to a depth of 2 to 3 inches.
Seedbed preparation within 2 feet of the edge of any pavement
seedbed preparation may be reduced or eliminated.
preparation is still in a condition acceptable to the Engineer, additional
of the slope. If at the time of seeding and mulching operations such
the preparation of a partial or complete seedbed during the grading
On cut slopes that are either 2:1 or steeper, the Engineer may permit
necessary to seed these sections with a hydro-seeded.
shall be responsible for providing the required seed bed. It may be
ridges, or trenches in which the seeding materials can lodge. Contractor
scarified, grooved, trenched, or punctured so as to provide pockets,
permitted by the Engineer, but in all cases the slope surface shall be
and the degree of smoothness of the seedbed may be reduced as
On cut slopes that are 2:1 and steeper, both the depth of preparation
prior to the application of seed and fertilizer.
median, shoulder, and ditch cut or fill slopes which are 3:1 or flatter,
Engineer. All rock and debris 3 inches or larger shall be removed on
pulverizers, drags,or harrows; or by other methods approved by the
of soil shall be worked into an acceptable seedbed by the use of soil
directed by the Engineer. Clods shall be broken and the top 2 to 3 inches
less than 5 inches except as otherwise provided below or otherwise
The soil shall then be scarified or otherwise loosened to a depth of not
subsequent mowing operations.
Engineer to provide for more effective seeding and for ease of
preparation operations, shall be shaped and smoothed as directed by the
other minor irregularities which cannot be obliterated by normal seedbed
and ditch spoil banks, fence line and hedgerow soil accumulations, and
outside of the graded section, such as crop rows, farm contours, ditches,
unacceptable growth on the areas to be seeded. Uneven and rough areas
The Contractor shall cut and satisfactorily dispose of weeds or other
including any cleaning that may be necessary.
When such damage occurs the Contractor shall repair it,
change methods of application as required to avoid such damage.
Contractor shall either provide adequate drainage covering or
traffic control devices, or any other appurtenances. The
be taken to prevent damage to traffic, structures, guardrails,
During the application of fertilizer, adequate precautions shall
for such operations.
determines the weather and soil conditions are unfavorable
be distributed and no seed shall be sown when the Engineer
permitted by the Engineer, but no limestone or ferilizer shall
after completion of seedbed preparation unless otherwise
Limestone, fertilizer, and seed shall be applied within 24 hours
equipment operation damages the seed.
maintained in satisfactory working condition, or if the
Approval may be revoked at any time if equipment is not
approved by the Engineer before being used on the project.
compaction of limestone, fertilizer, and seed shall have been
Equipment to be used for the application, covering, or
fertilizer, and seed shall be as stated in the special provisions.
fertilizers; the kinds of seed; and the rates of application of limestone,
Seasonal limitation for seeding operations; the kinds of grades of
GENERAL:
that the required rate of fertilizer is applied uniformly.
other than a hydraulic seeder,shall be calibrated to ensure
the container. Application equipment for liquid fertilizer,
any time the amount of liquid that has been removed from
metering devices which will enable the Engineer to record at
containers shall be equipped with approved measuring or
for agitation of the liquid prior to its use. The storage
fertilizer shall be located on the project and shall be equipped
If liquid fertilizer is used, storage containers for the liquid
worked or mixed into the seedbed.
application and then harrowed, raked, or otherwise thoroughly
uniformly over the prepared seedbed at the specified rate of
If not so applied, limestone and fertilizer shall be distributed
preparation, provided it is immediately worked into the soil.
Limestone may be applied as a part of the seedbed
LIMESTONE AND FERTILIZER:
approved by the Engineer.
seedbed shall be compacted in the manner and degree
Immediately after seed has been properly covered the
unless otherwise permitted by the Engineer.
fertilizer for more than 30 minutes prior to application
and fertilizer, the seed shall not remain in water containing
When a hydraulic seeder is used for application of seed
drill, or drilled lightly following the initial drilling operation.
be sown broadcast or with a special attachment to the
covering, the seeding requiring the lighter covering may
of seed are being used which require different depth of
has been applied and worked into the soil. If 2 kinds
fertilizer may be drilled in with the seed after limestone
When a combination seed and fertilizer drill is used,
separately.
require different depths of covering, they shall be sown
by the Engineer. If 2 kinds of seed are to be used which
with a layer of soil. The depth of covering shall be as directed
dragged, raked, or otherwise worked so as to over the seed
required rate of application, and immediately harrowed,
Seed shall be distributed uniformly over the seedbed at the
SEED:
Date Type Planting RateDateType
Tall Fescue
Tall Fescue
Date
Mar. 1-Aug. 31 50 lbs./acre
Centipede 5 lbs./acre
25 lbs./acre
Fertilizer 500 lbs./acre
Hulled Common Bermudagrass
Limestone 4000 lbs./acre
Sep. 1-Feb. 28 50 lbs./acre
Centipede 5 lbs./acre
Unhulled Common Bermudagrass 35 lbs./acre
Fertilizer
Limestone
500 lbs./acre
4000 lbs./acre
Slopes (2:1 and steeper) and Waste & Borrow Locations
Jan. 1-Dec. 31 Tall Fescue 75 lbs./acre
Unhulled Common Bermudagrass 35 lbs./acre
Fertilizer
Limestone
500 lbs./acre
4000 lbs./acre
SEEDING AND MULCHING
by the Engineer.
overlapping dates, the kind of seed to be used shall be determined
fertilizer, and limestone shall be as stated below. During periods of
The kinds of seed and fertilizer, and the rates of application of seed,
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA1"=50'DRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Erosion Control\013276001_ero_DTL.dgn11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
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PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST DETAILSEROSION CONTROL R5.03
LINE WIRES
MINIMUM 10 GAUGE
SIDE VIEW
FRONT VIEW
STANDARD TEMPORARY SILT FENCE
DIRECTED BY ENGINEER
ANCHOR SKIRT AS
OVER SKIRT
6" MINIMUM COVER
GRADE
FILL SLOPE
SILT FENCE FABRIC
WOVEN WIRE FABRIC
STEEL POST
32" MIN. WIDTHAREAS OF CONCENTRATED FLOW.
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
USE SILT FENCE ONLY WHEN DRAINAGE AREA
:NOTE
VARIABLE AS DIRECTED BY THE ENGINEER
WIRE FROM TOP
INSTALLED TO SECOND
SILT FENCE FABRIC
INTERMEDIATE WIRES
GAUGE 2
1MINIMUM 12
GRADE
8'-0" MAXIMUM
3'-0"2'-0"26"*
*
*
USE REINFORCED SILT FENCE OUTLET DETAIL
FOR REPAIR OF SILT FENCE FAILURES
DEWATERING
CONCRETE BLOCK
2:1 SLOPE, GRAVEL FILTER
TEMPORARY SEDIMENT
POOL
WIRE SCREEN
DEWATERING
1' MIN.
2' MAX.
SEDIMENT
16"

ton "Sediment Control Stone".
7. No. 57 stone shall be paid for at the contract unit price per

#57 WASHED STONE

remaining drainage area has been properly stabilized.
6. Structures shall be removed and the area stabilized when the

suitable area and in such a manner that it will not erode.
depth of the trap. Removed sediment shall be deposited in a
dimensions when the sediment has accumulated to •the design
5. Sediment shall be removed and the trap restored to its original

made as needed.
4. The structure shall be inspected after each rain and repairs

smooth it to an even grade. Use DOT #57 washed stone.
inches below the top of the block on a 2:1 slope or flatter and
3. Use clean gravel,ƒto •-inch diameter, placed 2

•-inch openings over all block openings to hold gravel in place.
2. Carefully fit hardware cloth or comparable wire mesh with

by placing 2x4 wood studs through block openings.
overflow occurs. If needed, give lateral support to subsequent rows
storm drain for lateral support and to avoid washouts when
Place the bottom row of blocks against the edge of the
be excavated at least 2 inches below the crest of the storm drain.
the button row to allow pool drainage. The foundation should
1. Lay one block on each side of the structure on its side in

CONSTRUCTION SPECIFICATIONS

drain holes.
2. Use block & gravel device or acceptable alternative over grate

pavement locations.
1. Use block and gravel inlet protection when inlet is at existing

NOTES:
BLOCK AND GRAVEL INLET PROTECTION (6.52)
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA11/6/2020A
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1"=10'CROSS-SECTIONSROADWAYDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Cross-Sections\013276001_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OS IMPROVEMENTSHOPSON WIDENING DAVIS PARK EAST 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
18+50.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
19+00.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
19+50.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
385 385
20+00.00
350 350
355 355
360 360
365 365
370 370
375 375
380 380
20+50.00
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R6.00
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
EXIST SS LINE
APPROX. LOCATION
0.050368.41S.S.369.07
EXIST
EXIST SS LINE
APPROX. LOCATION370.16S.S.370.81
0.052
EXIST
EXIST SS LINE
APPROX. LOCATION
DRIVEWAY
DISTRIBUTION DRIVE
EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0102)
FL 369.65 4:1
0.059
0.059374.37369.89S.S.369.79
S.S.375.12 371.953:1374.00
4:1
EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0102)
FL 370.75
15" RCP (0103)
FL 368.31
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA11/6/20201"=10'CROSS-SECTIONSROADWAYDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Cross-Sections\013276001_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
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PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OS IMPROVEMENTSHOPSON WIDENING DAVIS PARK EAST 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
21+00.00
355 355
360 360
365 365
370 370
375 375
380 380
385 385
21+50.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
22+00.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
22+50.00
360 360
365 365
370 370
375 375
380 380
385 385
390 390
23+00.00
-L-
R6.01
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE2:14:1
0.048
0.048375.20371.97S.S.370.22
S.S.376.02 373.61375.023:1EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION 3:14:1
0.037
0.037376.39373.98S.S.366.03
S.S.377.07 375.26376.043:1EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION 3:14:1
0.034
0.034377.94375.74376.67377.02S.S.367.59
S.S.378.31 376.923:1377.40
EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0111)
FL 375.07
15" RCP (0114)
FL 372.55 3:14:1
0.034
0.034379.59377.40378.32378.83S.S.367.76
S.S.380.74 378.583:1379.57
EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0111)
FL 377.21
15" RCP (0114)
FL 374.273:14:1
0.034
0.034381.25379.05379.98380.49S.S.372.30
S.S.381.31 380.23EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0112)
FL 378.91
15" RCP (0114)
FL 375.99
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA11/6/20201"=10'CROSS-SECTIONSROADWAYDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Cross-Sections\013276001_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
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DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OS IMPROVEMENTSHOPSON WIDENING DAVIS PARK EAST 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
23+50.00
365 365
370 370
375 375
380 380
385 385
390 390
395 395
24+00.00
370 370
375 375
380 380
385 385
390 390
395 395
400 400
405 405
24+50.00
375 375
380 380
385 385
390 390
395 395
400 400
25+00.00
380 380
385 385
390 390
395 395
400 400
25+50.00
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R6.02
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE3:10.031
0.031 380.83381.67382.12S.S.377.18
SITE DRIVE
381.90EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0112)
FL 379.27
(0113) 36.01' - 15" RCP @ 3.50%23+50.00
FL 378.92 23+50.00
FL 377.66
15" RCP (0115)
FL 378.92
15" RCP (0119)
FL 377.66 3:14:1
0.019
0.020384.51383.02383.59383.89S.S.379.28
S.S.384.81 383.74EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0115)
FL 380.69
15" RCP (0116)
FL 380.69 15" RCP (0119)
FL 379.87
4
:14:1
0.008 0.020386.10385.12385.70385.91S.S.383.43
S.S.387.52 385.85EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0116)
FL 382.70
15" RCP (0119)
FL 382.19
4
:1
4
:1 0.003 0.020388.02387.47388.04388.17S.S.385.85
S.S.388.95 388.19EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0116)
FL 384.77
15" RCP (0119)
FL 384.52
4
:1
4:1 0.014 0.020390.08389.88390.49390.50S.S.389.22
S.S.390.31 390.61EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0116)
FL 386.84
15" RCP (0119)
FL 386.84
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA11/6/20201"=10'CROSS-SECTIONSROADWAYDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Cross-Sections\013276001_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OS IMPROVEMENTSHOPSON WIDENING DAVIS PARK EAST 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
380 380
385 385
390 390
395 395
400 400
26+00.00
385 385
390 390
395 395
400 400
405 405
26+50.00
385 385
390 390
395 395
400 400
405 405
410 410
27+00.00
385 385
390 390
395 395
400 400
405 405
410 410
27+50.00
390 390
395 395
400 400
405 405
28+00.00
390 390
395 395
400 400
405 405
410 410
28+50.00
-L-
R6.03
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE4:14:1 0.020 0.020392.30392.30393.02392.87S.S.392.26S.S.392.41 393.02EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0121)
FL 389.14
4
:14:1 0.020 0.013394.71394.93S.S.395.10S.S.394.45 395.44EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0123)
FL 391.94
4
:14:1 0.020 0.002396.77397.35S.S.397.20
S.S.396.38 397.50EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0123)
FL 393.72 4:14:1 0.020 0.009398.08399.01S.S.398.73S.S.398.13 398.80EXIST WATER LINE
APPROX. LOCATION
EXIST SS LINE
APPROX. LOCATION
15" RCP (0123)
FL 395.51 4:14:1 0.020 0.020398.54399.91S.S.399.56S.S.399.09 399.35EXIST WATER LINE
APPROX. LOCATION 4:10.030
0.030 400.35S.S.400.24399.14SITE DRIVE
EXIST WATER LINE
APPROX. LOCATION
EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA11/6/20201"=10'CROSS-SECTIONSROADWAYDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Cross-Sections\013276001_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OS IMPROVEMENTSHOPSON WIDENING DAVIS PARK EAST 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
390 390
395 395
400 400
405 405
410 410
29+00.00
385 385
390 390
395 395
400 400
405 405
410 410
29+50.00
385 385
390 390
395 395
400 400
405 405
410 410
30+00.00
380 380
385 385
390 390
395 395
400 400
405 405
410 410
30+50.00
380 380
385 385
390 390
395 395
400 400
405 405
410 410
415 415
31+00.00
-L-
R6.04
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE4:14
:1 0.030
0.030
397.23399.83S.S.399.92
S.S.398.19 398.61EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
4
:14:1 0.030
0.030
396.70398.96S.S.396.91S.S.397.14 398.08EXIST WATER LINE
APPROX. LOCATION EXIST FSS LINE
APPROX. LOCATION 3:14:1 0.030
0.030
396.17398.43S.S.394.95
S.S.395.88 397.54EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0124)
FL 393.00 2:14:1 0.030
0.030
395.79397.90S.S.391.25
S.S.393.70 397.01EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
18" RCP (0127)
FL 391.13
18" RCP (0133)
FL 391.13
EXIST 2:14:1 0.030 0.030
395.42397.36S.S.392.63S.S.393.01 396.48EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA11/6/20201"=10'CROSS-SECTIONSROADWAYDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Cross-Sections\013276001_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OS IMPROVEMENTSHOPSON WIDENING DAVIS PARK EAST 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
380 380
385 385
390 390
395 395
400 400
405 405
410 410
31+50.00
385 385
390 390
395 395
400 400
405 405
410 410
32+00.00
385 385
390 390
395 395
400 400
405 405
410 410
32+50.00
380 380
385 385
390 390
395 395
400 400
405 405
410 410
33+00.00
380 380
385 385
390 390
395 395
400 400
405 405
33+50.00
-L-
R6.05
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE2:14:1 0.024 0.024395.09396.63S.S.392.41
S.S.395.03 395.94EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0130)
FL 392.8815" RCP (0129)
FL 391.90 4:1
4:1 0.020 0.013394.68395.74395.51395.30S.S.392.92
S.S.394.75 395.41EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0131)
FL 392.30
15" RCP (0132)
FL 391.53
4
:1
4:1 0.020 0.002394.15394.85394.88394.72S.S.392.71
S.S.394.06 394.87EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0131)
FL 391.41
15" RCP (0132)
FL 390.99
4
:14:1 0.010 0.009393.57393.59393.91393.90S.S.392.59S.S.392.61 393.98EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0202)
FL 390.23
4
:1
4:1 0.001 0.020392.48391.80392.38392.53S.S.391.83S.S.391.41 392.53EXIST FSS LINE
APPROX. LOCATION
FL 388.68
15" RCP (0204)
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA11/6/20201"=10'CROSS-SECTIONSROADWAYDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Cross-Sections\013276001_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OS IMPROVEMENTSHOPSON WIDENING DAVIS PARK EAST 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
380 380
385 385
390 390
395 395
400 400
405 405
410 410
34+00.00
375 375
380 380
385 385
390 390
395 395
400 400
34+50.00
375 375
380 380
385 385
390 390
395 395
400 400
405 405
35+00.00
375 375
380 380
385 385
390 390
395 395
400 400
405 405
35+50.00
370 370
375 375
380 380
385 385
390 390
395 395
400 400
36+00.00
-L-
R6.06
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE4:14:1 0.012 0.015390.83389.94390.41390.61S.S.389.94S.S.390.32 390.52EXIST FSS LINE
APPROX. LOCATION
15" RCP (0204)
FL 386.72
4
:1
4:1 0.014 0.004388.89388.09388.28388.69S.S.387.64
S.S.388.59 388.31EXIST
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0208)
FL 385.25
15" RCP (0238)
FL 385.25
EXIST EXIST
4
:1
4:1
0.007386.77386.25S.S.385.91
S.S.386.71
0.010
EXIST
0.005
EXIST
386.12EXIST BRIDGE EXIST BRIDGE
PROVIDED
16' OF CLEARANCE
403.00 403.90 402.70
EXIST FSS LINE
APPROX. LOCATION
4
:1
4:1
0.018385.01384.78384.40384.76S.S.383.79
S.S.385.05
0.003
EXIST
0.015
EXIST
384.32EXIST FSS LINE
APPROX. LOCATION
4:1 383.34382.98S.S.383.18
0.019
EXIST
0.027
EXIST 383.013:1382.10
0.022 383.60383.13S.S.382.253:1EXIST FSS LINE
APPROX. LOCATION
15" RCP (0218)
FL 380.02
15" RCP (0217)
FL 380.17
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA11/6/20201"=10'CROSS-SECTIONSROADWAYDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Cross-Sections\013276001_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OS IMPROVEMENTSHOPSON WIDENING DAVIS PARK EAST 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
36+50.00
365 365
370 370
375 375
380 380
385 385
390 390
395 395
400 400
37+00.00
370 370
375 375
380 380
385 385
390 390
395 395
37+50.00
370 370
375 375
380 380
385 385
390 390
395 395
400 400
38+00.00
370 370
375 375
380 380
385 385
390 390
395 395
400 400
38+50.00
-L-
R6.07
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
4:1 382.37381.99S.S.382.42
0.002
EXIST
0.03
EXIST
2:10.022 382.78382.32S.S.378.41
15" RCP (0209)
FL 379.44
15" RCP (0217)
FL 379.40
15" RCP (0218)
FL 379.0215" RCP (0241)
FL 379.02
4:1 381.95381.48S.S.379.61
0.008
EXIST
0.04
EXIST 381.880.011 382.14381.94S.S.379.333:1EXIST WATER LINE
APPROX. LOCATION EXIST FSS LINE
APPROX. LOCATION
15" RCP (0224)
FL 378.84
15" RCP (0240)
FL 378.65
48" RCP (0239)
FL 375.64
4:1 0.010382.28382.11S.S.380.39 382.060.000 381.98382.06S.S.380.123:1EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0216)
FL 378.94
(0223) 29.96' - 48" RCP @ 3.50%
37+50.07
FL 377.41 37+50.00
FL 376.36
15" RCP (0224)
FL 379.09
15" RCP (0225)
FL 379.11
FL 376.36
48" RCP (0222)
4:1 0.001382.61382.72S.S.381.49 382.734
:1
0.011 382.31382.66S.S.382.25
EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0224)
FL 379.34
15" RCP (0225)
FL 379.74
4
:1
4:1 0.012 0.020383.34383.11383.68383.73S.S.382.80S.S.382.99 383.80EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0233)
FL 380.03FL 380.38
15" RCP (0225)
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA11/6/20201"=10'CROSS-SECTIONSROADWAYDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Cross-Sections\013276001_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OS IMPROVEMENTSHOPSON WIDENING DAVIS PARK EAST 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
375 375
380 380
385 385
390 390
395 395
39+00.00
375 375
380 380
385 385
390 390
395 395
39+50.00
375 375
380 380
385 385
390 390
395 395
40+00.00
380 380
385 385
390 390
395 395
400 400
40+50.00
375 375
380 380
385 385
390 390
395 395
400 400
405 405
41+00.00
375 375
380 380
385 385
390 390
395 395
400 400
405 405
41+50.00
-L-
R6.08
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
4
:14:1 0.020 0.020384.19384.19384.77384.76S.S.384.713:1S.S.384.73
383.57 384.90EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0227)
FL 381.19
15" RCP (0233)
FL 381.02
15" RCP (0234)
FL 381.02
4:14:1 0.020 0.020385.27385.30385.87385.85S.S.386.24
384.52
S.S.385.953:1386.01EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0227)
FL 382.20
15" RCP (0234)
FL 381.69
4:14
:1 0.020 0.020386.36386.40387.05386.93S.S.387.29S.S.387.39 387.11EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0228)
FL 383.10
15" RCP (0234)
FL 382.38 4:14
:1
0.020 0.020387.25387.31387.95387.82S.S.387.94
S.S.389.65 388.02EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0228)
FL 383.52
15" RCP (0234)
FL 383.07
4
:1
4
:1
0.020 0.020387.61387.02S.S.386.12
S.S.390.04 388.39EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0228)
FL 383.93
15" RCP (0235)
FL 383.48
EXIST
4
:1
4
:1
0.020 0.015387.76387.98S.S.387.17
S.S.389.89 388.54EXIST WATER LINE
APPROX. LOCATION
EXIST FSS LINE
APPROX. LOCATION
15" RCP (0228)
FL 384.34
15" RCP (0229)
FL 384.34
15" RCP (0236)
FL 383.96
EXIST
BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINA11/6/20201"=10'CROSS-SECTIONSROADWAYDRAWN BY: TDW 11/6/2020K:\DUR_Roadway\013276001 - Davis Park East Pod B\Plan\Cross-Sections\013276001_xpl_L.dgnDURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OS IMPROVEMENTSHOPSON WIDENING DAVIS PARK EAST 00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
375 375
380 380
385 385
390 390
395 395
400 400
405 405
42+00.00
375 375
380 380
385 385
390 390
395 395
400 400
405 405
42+50.00
375 375
380 380
385 385
390 390
395 395
400 400
405 405
43+00.00
375 375
380 380
385 385
390 390
395 395
400 400
405 405
43+50.00
380 380
385 385
390 390
395 395
400 400
405 405
44+00.00
-L-
R6.09
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
4:1 0.020 0.020387.91S.S.388.56 388.69EXIST WATER LINE
APPROX. LOCATION
EXIST WATER LINE
APPROX. LOCATIONEXIST FSS LINE
APPROX. LOCATION
15" RCP (0229)
FL 384.59
4:1 0.020 0.020388.06S.S.388.58 388.84EXIST FSS LINE
APPROX. LOCATION
15" RCP (0229)
FL 384.85 388.994:1 0.013388.47S.S.388.60
EXIST WATER LINE
APPROX. LOCATION
15" RCP (0231)
FL 385.07
4:1 0.002389.01389.14S.S.389.19
EXIST WATER LINE
APPROX. LOCATION
15" RCP (0232)
FL 385.30
EXIST SS LINE
APPROX. LOCATION
15" RCP (0242)
FL 387.26
64'64'64'64'DUKE ENERGY CAROLINAS, LLCNORTHERN TELECOM 100kV64' TRANSMISSION RIGHT OF WAYDWG REF.:001546-376918DUKE ENERGY CAROLINAS, LLCNORTHERN TELECOM 100kV64' TRANSMISSION RIGHT OF WAYDWG REF.:001546-376919NORTH CAROLINA RAILROAD COMPANYVARIABLE WIDTH RIGHT OF WAYNORTH CAROLINA RAILROAD COMPANYVARIABLE WIDTH RIGHT OF WAYDUKE ENERGY CAROLINAS, LLCNORTHERN TELECOM 100kV64' TRANSMISSION RIGHT OF WAYDWG REF.:001546-376918DUKE ENERGY CAROLINAS, LLCNORTHERN TELECOM 100kV64' TRANSMISSION RIGHT OF WAYDWG REF.:001546-376919NORTH CAROLINA RAILROAD COMPANYVARIABLE WIDTH RIGHT OF WAYNORTH CAROLINA RAILROAD COMPANYVARIABLE WIDTH RIGHT OF WAY 60''98'135BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY: CWB SCALEDESIGNED BY: CWB KHA PROJECT013276001NORTH CAROLINADRAWN BY: TDW 11/6/2020$FILE$11/6/2020DURHAMWWW.KIMLEY-HORN.COMNC LICENSE #: F-0102© 2020PHONE: [phone]A
NILTR
NF
E
ONORP
SEAL
E
G EENI
R
OISS
LAN
34391
H O
C RA
KCEB .W KCI
WDAHC
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS300 MORRIS STREET, DURHAM, NC 27701, SUITE 200OFFSITE IMPROVEMENTSHOPSON ROAD WIDENINGDAVIS PARK EAST PROJECT
BEGIN
NOT TO SCALE
VICINITY MAP
(54
(54
(54
EMPEROR BLVD.S MIAMI BLVD. (NC 54)SLATER RD.
PROJECT
END
HOPSON RD. (SR 1978)
SLATER RD. (NC 54)DAVIS DRIVE (SR 1999)TRAIN MOVEMENTS/DAY
TRAIN SPEED
RAILROAD MILEPOST
ROADWAY SPEED LIMIT
N. C. DEPARTMENT OF
TRANSPORTATION
ENGINEERING & SAFETY
BRANCH
CADD
NO.
REVISIONSSCALE:
DATE:
PREPARED BY:
REVIEWED BY:
APPROVED BY:
CROSSING
NO.
RAIL DIVISION
WORK DONE BY MUNICIPAL CONTRACTOR:
DIVISION 5
IMPROVEMENTS BY RAILROAD:
R7.00FIGURERAILROAD CROSSING 1"=30'ZRM
35 MPH
9-15-2020
22000
DURHAM COUNTY IN DURHAM
LOCATION
CROSSING
PROPOSED
NONE
NONE
COMPANY TRACK
NORTH CAROLINA RAILROAD
HOPSON ROAD AND
ADT (2040)
DEVELOPER PROJECT
TDW
1" = 30'
NC DEPT. OF TRANSPORTATION
D.B. 7072, PG. 284
PIN NO. 0747-03-23-7335
11.95 AC.
4700 HOPSON ROAD
960255V
PIN NO. 0747-03-35-5362
13.63 AC.
NORTH CAROLINA RAILROAD CO.
0.64 AC.
4803 HOPSON ROAD
PIN NO. 0747-03-34-3599
D.B. 5444, PG. 342
RAILROAD CO.
NORTH CAROLINA
0.42 AC.
4801 HOPSON ROAD
PIN NO. 0747-03-34-2391
D.B. 5444, PG. 342
NORTH CAROLINA RAILROAD CO.
4805 HOPSON ROAD
PIN NO. 0747-03-34-8810
D.B. 7270, PG. 31
TS CREEKSTONE LLC.
DAVIS PARK EAST POD EF LLC.
D.B. 8468, PG. 30
PIN NO. 0747-03-24-6764
21.07 AC.
4701 HOPSON ROAD
13.63 AC.
PIN NO. 0747-03-35-5362
NORTH CAROLINA RAILROAD CO.
4.69 AC.
4804 HOPSON ROAD
PIN NO. 0747-03-33-2860
D.B. 4432, PG. 331
NORTH CAROLINA RAILROAD CO.
6.92 AC.
4812 HOPSON ROAD
PIN NO. 0747-03-33-6832
D.B. 7879, PG. 362
919 STORAGE HOPSON ROAD LLC
64.56
50 MPH
2 /DAY
APPROVED
PUBLIC WORKS DEPARTMENT
CITY OF DURHAM
TRANSPORTATION
STORM WATER
ENGINEERING DATE
DATE
DATE
DATE
DATE
NORTHEAST
QUADRANT
NORTHWEST
QUADRANT
SOUTHEAST
QUADRANTSOUTHWEST
QUADRANT
11'
11'
11'
11'
10' PATH
2'-6" C&G
1'-6" C&G
2'-6" C&G
1'-6" C&G
11'
11'
11'
11'
13'
10' PATH
2'-6" C&G
1'-6" C&G
1'-6" C&G
2'-6" C&G
HOPSON ROAD NORTH CAROLINA RAILROAD COMPANY RAILROAD TRACK16.5'