20200597 Ver 2_Traffic Control Details_20220217

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7"
3.5' RAIDIUS
MAXIMUM
EXPANSION
JOINT
6" EXPANSION JOINT
1- 2'
7.5"
Goo/�T VARIABLE WIDTH DEPENDENT
ON GRASS STRIP WIDTH
SLOPE 114"/F� )
6" SIDEWALK
6.5'
6'
* USE 6.5" WHEN DRIVEWAY IS USED IN LIEU
OF A WHEELCHAIR RAMP TO ACCOMMODATE
12:1 MAXIMUM SLOPE (ADA COMPLIANT),
SUCH AS IN A CUL-DE SAC.
EXPANSION JOINT
8.5'
SEE T-10.01.2 FOR ADDITIONAL NOTES
SHEET 1OF2
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE: 8/1/18
NOT TO SCALE
DRIVEWAY AND
SIDEWALK DETAIL
T-10.01.1
ASPHALT PAVEMENT PATCH
AND RCP PIPE BACKFILL
SAW CUT
AND TACK
EXISTING PAVEMENT
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SEE NOTE #7
1' KEY-I;1 EXISTING
ISTING ABC
NOTES:
1. THE PAVEMENT EDGE SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY
OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO
T-99 AS MODIFIED BY NCDOT.
3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS
MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY TRANSPORTATION
DIRECTOR OR DESIGNEE.
4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
THE ASPHALT BE LESS THAN 3" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY AND ROLLED WITH A SMOOTH
DRUM ROLLER TO ACHIEVE A SMOOTH, LEVEL PATCH.
7. FOR RCP 36" OR LARGER, #57 OR #67 WASHED STONE SHALL BE INSTALLED TO THE SPRING LINE BEFORE BACKFILL.
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE: 8/1/18 NOT TO SCALE
ASPHALT PAVEMENT
PATCH
T-10.05
ALTERNATE APARTMENT
ENTRANCE
CRABTREE CREEK
BIG BRANgH SEWER
AUG '1 MENT
APARTMENT ENTRANCE
OFF E. SIX FORKS RD.
PRO i - TEM "ORA Y CLOSURILl 0
CALIBRE E D. . PER NC/DOT
STANDARD DRAWING 1145.0,, 1
rl-APARTMENT ROAD CLOSURE
NTS
S
1/8" RADIUS (TYP.)
1. 30" CURB & GUTTER
MEDIAN CURB AND GUTTER
SIDE ELEVATION
3"R •
6"
7.
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12" 6"
MEDIAN CURB AND GUTTER
(NON -MOUNTABLE)
NOTES:
1. 10' MAXIMUM BETWEEN DUMMY JOINTS.
15' MAXIMUM BETWEEN DUMMY JOINTS ON
MACHINE POURS.
2. 1/2" EXPANSION JOINT EVERY 50'.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND
STRUCTURES.
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED
WITH JOINT FILLER AND SEALER IN ACCORDANCE
WITH NCDOT ROADWAY STANDARD DETAIL 846.01
THE JOINT MATERIAL SHALL CONFORM TO SECTION
1028-2 OF NCDOT STANDARD & SPECIFICATIONS FOR
ROADS AND STRUCTURES.
6. REFER TO NCDOT DETAIL 846.01 FOR CURB AND
GUTTER SUPERELEVATION RATES.
JOINT FILLER
NOTE: MAINTAIN 50' MAX. BETWEEN EXPANSION
JOINTS OR AT ALL RIGID OBJECTS.
FRONT ELEVATION
TRANSVERSE EXPANSION JOINT
4.5"
SLOPE-1/2" I FT.
18" 12"
2. 30" VALLEY TYPE GUTTER
4" COMPACTED A.B.C. UNDER STANDARD
CURB & GUTTER (MIN)
NO VALLEY CURB SHALL BE USED
AT INTERSECTIONS, HYDRANTS, ETC.
SPILL CURB DETAIL
SHEET IOF2
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE: 8/1/18 NOT TO SCALE
CURB AND GUTTER
T-10.26.1
F 1.
TRANSPORTATION NOTES:
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TYPICAL SECTION
SIDEWALK SURFACE
JOINT FILLER
UTILITY EASEMENT
RIGHT OF WAY LINE
PROPOSED SIDEWALK
PLANTING STRIP
SAW CUT
JOINTS @ 6'
MAXIMUM
2'-6" CURB AND GUTTER
TRANSVERSE EXPANSION JOINT
PLAN VIEW
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CITY OF RALEIGH
STANDARD DETAIL
REVISIONS
DATE: 8/1/18 NOT TO SCALE
CONCRETE SIDEWALK
T-30.01
ALL SIGNAGE SHALL ADHERE TO MUTCD STANDARDS AND SPECIFICATIONS.
2. IF AN APPROVAL FOR A TRAFFIC CONTROL AND PEDESTRIAN ROUTING SETUP FOR WATER AND SEWER
INSTALLATION IS REQUESTED PRIOR TO THE INSTALLATION, PLEASE SEND A PLAN TO
[e-mail]. PLEASE ALLOW 5 BUSINESS DAYS FOR REVIEW.
3. THE SIDEWALK AND PAVEMENT SHALL BE FREE AND CLEAR OF DEBRIS AT ALL TIMES.
4. ALL SIDEWALKS ARE PUBLIC AND MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED
AND/OR PEOPLE WITH MOBILITY DISABILITIES. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING
CONSTRUCTION SHALL BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY
GUIDELINES (PROWAG), 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD).
5. CONSTRUCTION FENCING SHOULD NOT ENCROACH INTO THE PUBLIC RIGHT OF WAY. IF IT DOES, IT
MUST BE MOVABLE IN CASE ADJUSTMENTS HAVE TO BE MADE. NO DRILLING, BORING OR ANY
PERMANENT FASTENING OF THE FENCE IS ALLOWED IN THE PUBLIC RIGHT OF WAY.
6. ACCESS TO ALL DRIVEWAYS AND SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES.
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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SEAL NOT VALID UNLESS SIGNED AND DATED
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
IMPROVEMENTS
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RALEIGH WATER
RALEIGH, NC
CO\TROL
City of Raleigh Development Approval
PROJECT NO.
RAL1 801
TD-1.0

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Table 6H-2. Meaning of Symbols on Typical Application Diagrams
Arrow board
Arrow board support or trailer
(shown facing down)
Changeable message sign or support trailer
Channelizing device
Crash cushion
Direction of temporary traffic detour
Direction of traffic
Flagger
High-level warning device
(Flag tree)
Longitudinal channelizing device
Luminaire
Pavement markings that should be
removed for a long-term project
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Shadow vehicle
Sign (shown facing left)
Surveyor
Temporary barrier
Temporary barrier with warning light
Traffic or pedestrian signal
Truck -mounted attenuator
Type 3 barricade
Warning light
Work space
Work vehicle
Table 6H-3. Meaning of Letter Codes on Typical Application Diagrams
Road Type
Distance Between Signs**
A
B
C
Urban (low speed)*
100 feet
100 feet
100 feet
Urban (high speed)*
350 feet
350 feet
350 feet
Rural
500 feet
500 feet
500 feet
Expressway / Freeway
1,000 feet
1,500 feet
2,640 feet
Speed category to be determined by highway agency
* The column headings A, B, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the
distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and
second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a
three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.)
Table 6H-4. Formulas for Determining Taper Length
Speed (S)
Taper Length (L) in feet
40 mph or less
WS2
L
_
60
45 mph or more
L = WS
Where: L = taper length in feet
W = width of offset in feet
S = posted speed limit, or off-peak 85th-percentile
speed prior to work starting, or the anticipated
operating speed in mph
20'
MAX.
20'
MAX.
100' TO 200'
W20-4 W3-4
48" X 48" 48" X 48"
50'
MAX.
♦
♦
2-WAY
TRAFFIC
TAPER
50'-100'
♦
ti
BUFFER
- >
SPACE
WORK AREA
BUFFER
- >
SPACE
♦
♦
DOWN
STREAM
TAPER
< >
100'
INSET FOR 2-LANE ROADWAYS
WITH 2-WAY TURN LANE
ALL OTHER DEVICES ARE THE SAME AS ABOVE
WORK AREA
♦
•
2-WAY
TRAFFIC
TAPER
50'-100'
BUFFER
SPACE
BUFFER
SPACE
DOWN
STREAM
TAPER
< 100'
03
T
T
GENERAL NOTES FOR FLAGGING OPERATIONS
1- REFER TO RSD. 1101.11, SHEETS 1 & 4, FOR "L" DISTANCE AND SIGN SPACING
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
UPSTREAM SIDE OF TRAFFIC.
3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES
DOWNSTREAM SIDE OF TRAFFIC.
ON THE
4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
THE POSTED SPEED LIMIT.
5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS
PROVIDED TO THE FLAGGER (REFER TO RSD. 1101.11, SHEET 2).
6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME.
7- DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01
FOR SKINNY DRUM REQUIREMENTS.
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT.
9- REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
AS DIRECTED BY THE ENGINEER.
11- IF VEHICLE QUEUES WILL REACH WITHIN 15' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS,
PROVIDE A UNIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM
STOPPING WITHIN THE GRADE CROSSING. PROVIDE OFFICER OR FLAGGER EVEN IF AUTOMATIC
WARNING MEASURES ALREADY EXIST.
GENERAL NOTES FOR PILOT CAR OPERATIONS
1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOP) CONES MAY NOT BE REQUIRED
ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG
THE WORK AREA IF USING A PILOT CAR.
3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
THE PILOT VEHICLE.
5- DO NOT INSTALL MORE THAN ONE (1) MILE OF LANE
CLOSURE MEASURED FROM THE BEGINNING OF THE MERGE
TAPER TO THE END OF THE LANE CLOSURE.
6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE
CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND
INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT
CAR OPERATIONS.
LEGEND
FLAGGER
AL CONE
IQ PORTABLE SIGN
440 DIRECTION OF TRAFFIC FLOW
ROADWAY STANDARD DRAWING FOR
SHEET 1 OF 14
1101.02
TYPE III BARRICADE
8' MAXIMUM (SEE NOTE 2)
(STABILIZER BAR REQUIRED)
(SEE NOTE 6)
SIGN NOTES: TYPE III BARRICADE
• MOUNT ON BARRICADE
• APPROX. SIZE: 40"x36"
• TEXT: 4
END -OF -ROADWAY APPLICATIONS
�\\' ROAD EDUSE
MANORCREST CT. -'
ANDERSON DR.OR
'I
ALTERNATE ORANGE & WHITE STRIPES
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45°
(STABILIZER BAR REQUIRED)
(SEE NOTE 6)
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GENERAL NOTES
1- HORIZONTAL RAILS FOR MAY BE CONSTRUCTED OF APPROVED COMPOSITE, HOLLOW/CORRUGATED
EXTRUDED RIGID POLYOLEFIN, HIGH DENSITY POLYETHYLENE, OR OTHER NCDOT APPROVED MATERIAL.
2- BARRICADE SHALL BE LIMITED TO A MAXIMUM LENGTH OF 8 FT UNLESS NCHRP 350 CRASH TESTED
FOR CATEGORY II DEVICES AND NCDOT APPROVED.
3- ONLY NCDOT APPROVED COMPOSITE AND ROLL -UP SIGNS MAY BE MOUNTED ON THE BARRICADE RAILS.
MOUNT SIGNS TO BARRICADE RAILS TO ENSURE SIGN WILL NOT BECOME DETACHED UNDER NORMAL
WIND AND TRAFFIC CONDITIONS.
4- SIGNS SHALL BE MOUNTED A MINIMUM OF 1 FOOT FROM THE GROUND TO THE BOTTOM OF THE SIGN
UNLESS SIGNS R11-3 OR R11-4 ARE REQUIRED BY THE PLANS OR DIRECTED BY THE ENGINEER.
5- BARRICADE MUST BE NCHRP 350 FOR CATEGORY II DEVICES AND NCDOT APPROVED WITH STABILIZER
BAR OR ADEQUATE LATERAL BRACING.
6- ASSEMBLY OF THE GENERIC BARRICADES MUST BE SELF CERTIFIED BY THE ASSEMBLER.
7- BARRICADES USED TO CLOSE A ROADWAY SHALL EXTEND ACROSS THE ENTIRE ROADWAY. WHERE
LOCAL TRAFFIC MUST BE MAINTAINED, THEY MAY BE PLACED IN A STAGGERED PATTERN.
8- STRIPES ON WORK ZONE BARRICADE RAILS SHALL BE ALTERNATE ORANGE AND WHITE
RETROREFLECTIVE STRIPES, SLOPED DOWNWARD TOWARDS THE SIDE WHICH TRAFFIC IS TO PASS OR
TURN IN DETOURING. WHERE NO TURNS ARE INTENDED, THE STRIPES SHOULD SLOPE DOWNWARD
TOWARD THE CENTER OF THE BARRICADE OR BARRICADES.
9- USE RED AND WHITE STRIPES FOR PERMANENT BARRICADES.
10- ALL BARRICADES MUST BE LISTED ON THE DEPARTMENT'S APPROVED PRODUCTS LIST.
11- PLACE MANUFACTURER'S NAME AND FEDERAL HIGHWAY ADMINISTRATION'S NCHRP 350 APPROVAL
LETTER NUMBER ON BARRICADE FRAME.
12- PLACE SANDBAGS OR OTHER APPROVED BALLASTING METHODS ON THE FEET OF THE FRAME. DO NOT
PLACE SANDBAGS ON TOP OF A STRIPED RAIL OR STABILIZER BAR. DO NOT BALLAST BARRICADES BY
HEAVY OBJECTS SUCH AS ROCKS, CHUNKS OF CONCRETE OR OTHER ITEMS THAT WOULD CAUSE DAMAGE
IF THE BARRICADE IS STRUCK BY A VEHICLE.
ROADWAY STANDARD DRAWING FOR
BARRICADES
TYPE -III
SHEET 1 OF 1
1145.01
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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pFESS/
SEA > s
026481 -
SEAL NOT VALID UNLESS‘SIGNED AND DATED
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
IMPROVEMENTS
0
m
RALEIGH WATER
RALEIGH, NC
CO\TROL
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
City of Raleigh Development Approval
PROJECT NO.
RAL1 801
TD-2.0