HomeMy WebLinkAbout13 C406 Traffic Maintenance PlanC D
500'
ONE "FLAGMAN AHEAD"
SIGN REQUIRED
ONE "ROAD CONSTRUCTION AHEAD"
SIGN REQUIRED
END
CONSTRUCTION
ROAD
CONSTRUCTION
NEXT MILES
XG20 —I
60 "x36"
500'
O
G
FLAGMAN
XW20 —I XW20 -4
48 "x48" 48 "x48"
205'
141ST STREET
XW20 -7
48 "x48"
18 TYPE II BARRICADES w/ "STEADY
BURNING LIGHTS" 25' O —C= 425'
XW20 -4
48 "x48"
XW20 —I
48 "x48"
G
DETAIL IS NOT TO SCALE
r--
XW20 -7 XW20 -4 XW20 —I
48 "x48" 48 "x48" 48 "x48"
TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES
FOR ONE -WAY TRAFFIC WITH FLAGGER CONTROL
205'
FLAGMAN
O
ROAD
CONSTRUCTION
NEXT MILES
XG20 -1
60%3 9"
500'
ONE "FLAGMAN AHEAD" ONE "ROAD CONSTRUCTION AHEAD"
SIGN REQUIRED
500'
D C
SIGN REQUIRED
NOTE:
1. EXISTING TRAVEL LANE PAVEMENT ALONG HAZEL DELL PARKWAY
MUST BE PROTECTED DURING CONSTRUCION OF THE ENTRANCE.
PROTECTION METHODS TO BE COORDINAGED WITH THE CITY OF
CARMEL DEPARTMENT OF ENGINEERING.
2. CONSTRUCTION METHODS SHALL MINIMIZE TREE REMOVAL WITHIN
THE RIGHT OF WAY OF HAZEL DELL PARKWAY.
3. DEMOLITION, RELOCATION AND REINSTALLATION TO EXISTING ASPHALT
PATH SHALL BE COORDINATED IN A MANNER TO MINIMIZE NO— ACCESSIBILITY
TO THE PUBLIC FOR A TIME PERIOD OF TWO WEEKS, WEATHER PERMITTING.
4. A "PATH CLOSED" SIGN OR EQUIVALENT SHALL BE PLACED ON THE
EXISTING PATH AT THE FOLLOWING LOCATIONS:
NE CORNER OF CHERRY TREE AND HAZEL DELL PARKWAY (PATH CLOSED AHEAD).
SOUTH LIMITS OF CONSTRUCTION
NORTH LIMITS OF CONSTRUCTION
SE CORNER OF 146TH STREET 146TH STREET AND HAZEL DELL PARKWAY (PATH
CLOSED AHEAD).
5. AT NO TIME SHALL VEHICLES BE PARKED WITHIN THE HAZEL DELL
PARKWAY RIGHT —OF —WAY. MOTOR VEHICLES ARE PROHIBITED FROM
DRIVING OR PARKING ON THE ASPHALT PATH.
1
0 FLAGMAN
A FLAGMAN AHEAD SIGN
DRUMS
FORMS /TRAFFIC
LEGEND
ROAD CONSTRUCTION AHEAD SIGN /END CONSTRUCTION SIGN
GENERAL NOTES
SCALE: 1"= 100'
See Standard Detour Signs sheet 2 —A for vertical and horizontal clearances to
Construction Signs, spacing of channelizing devices and details of barricades, cones,
drums, markers and Typical Sign Standard.
2) Construction Warning Lights shall be required in accordance with the Standard
Specifications.
3) Additional signs and barricades shall be required as directed.
4) Spacing of drums and Barricades Type I and II at this location shall be 10 feet for a 50
foot taper or 20 feet for a 100 foot taper.
5) For temporary lane closures during daylight hours, cones or tubular markers may be used
in lieu of drums or Barricades Type I and II.
6) For un— numbered routes, street signs or county road signs shall be used in lieu of the
route marker in the Detour Route Marker Assembly.
7) Advance Turn Detour Route Marker Assemblies shall be located as shown, or after the
last cross street prior to the beginning of the detour, as directed.
8) Directional Detour Route Marker Assemblies shall be located 10 to 20 feet in advance of
all required turns within the detour limits.
9) Confirming Detour Route Marker Assemblies shall be spaced at a maximum of mile,
and shall also be located 50 to 100 feet past all major intersections, as directed.
Confirming Detour Route Marker Assemblies shall be placed after a required turn when
directed.
10) End Detour Route Marker Assemblies shall be located at the point at which traffic is
returned to the original route. The Advance Turn Marker (MS -1) shall be included in the
assembly when traffic is required to turn to access the original route.
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500'
1000'
500'
500'
500'
50'
TO
100'
300'
WORK AREA
100`
50'
TO
100
500'
500'
500'
500'
500'
500'
50'
TO
100'
300'
WORK AREA
100'
50'
TO
100'
500'
500'
500'
1000'
500'
C D
500'
ONE "FLAGMAN AHEAD"
SIGN REQUIRED
ONE "ROAD CONSTRUCTION AHEAD"
SIGN REQUIRED
END
CONSTRUCTION
ROAD
CONSTRUCTION
NEXT MILES
XG20 —I
60 "x36"
500'
O
G
FLAGMAN
XW20 —I XW20 -4
48 "x48" 48 "x48"
205'
141ST STREET
XW20 -7
48 "x48"
18 TYPE II BARRICADES w/ "STEADY
BURNING LIGHTS" 25' O —C= 425'
XW20 -4
48 "x48"
XW20 —I
48 "x48"
G
DETAIL IS NOT TO SCALE
r--
XW20 -7 XW20 -4 XW20 —I
48 "x48" 48 "x48" 48 "x48"
TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES
FOR ONE -WAY TRAFFIC WITH FLAGGER CONTROL
205'
FLAGMAN
O
ROAD
CONSTRUCTION
NEXT MILES
XG20 -1
60%3 9"
500'
ONE "FLAGMAN AHEAD" ONE "ROAD CONSTRUCTION AHEAD"
SIGN REQUIRED
500'
D C
SIGN REQUIRED
NOTE:
1. EXISTING TRAVEL LANE PAVEMENT ALONG HAZEL DELL PARKWAY
MUST BE PROTECTED DURING CONSTRUCION OF THE ENTRANCE.
PROTECTION METHODS TO BE COORDINAGED WITH THE CITY OF
CARMEL DEPARTMENT OF ENGINEERING.
2. CONSTRUCTION METHODS SHALL MINIMIZE TREE REMOVAL WITHIN
THE RIGHT OF WAY OF HAZEL DELL PARKWAY.
3. DEMOLITION, RELOCATION AND REINSTALLATION TO EXISTING ASPHALT
PATH SHALL BE COORDINATED IN A MANNER TO MINIMIZE NO— ACCESSIBILITY
TO THE PUBLIC FOR A TIME PERIOD OF TWO WEEKS, WEATHER PERMITTING.
4. A "PATH CLOSED" SIGN OR EQUIVALENT SHALL BE PLACED ON THE
EXISTING PATH AT THE FOLLOWING LOCATIONS:
NE CORNER OF CHERRY TREE AND HAZEL DELL PARKWAY (PATH CLOSED AHEAD).
SOUTH LIMITS OF CONSTRUCTION
NORTH LIMITS OF CONSTRUCTION
SE CORNER OF 146TH STREET 146TH STREET AND HAZEL DELL PARKWAY (PATH
CLOSED AHEAD).
5. AT NO TIME SHALL VEHICLES BE PARKED WITHIN THE HAZEL DELL
PARKWAY RIGHT —OF —WAY. MOTOR VEHICLES ARE PROHIBITED FROM
DRIVING OR PARKING ON THE ASPHALT PATH.
1
0 FLAGMAN
A FLAGMAN AHEAD SIGN
DRUMS
FORMS /TRAFFIC
LEGEND
ROAD CONSTRUCTION AHEAD SIGN /END CONSTRUCTION SIGN
GENERAL NOTES
SCALE: 1"= 100'
See Standard Detour Signs sheet 2 —A for vertical and horizontal clearances to
Construction Signs, spacing of channelizing devices and details of barricades, cones,
drums, markers and Typical Sign Standard.
2) Construction Warning Lights shall be required in accordance with the Standard
Specifications.
3) Additional signs and barricades shall be required as directed.
4) Spacing of drums and Barricades Type I and II at this location shall be 10 feet for a 50
foot taper or 20 feet for a 100 foot taper.
5) For temporary lane closures during daylight hours, cones or tubular markers may be used
in lieu of drums or Barricades Type I and II.
6) For un— numbered routes, street signs or county road signs shall be used in lieu of the
route marker in the Detour Route Marker Assembly.
7) Advance Turn Detour Route Marker Assemblies shall be located as shown, or after the
last cross street prior to the beginning of the detour, as directed.
8) Directional Detour Route Marker Assemblies shall be located 10 to 20 feet in advance of
all required turns within the detour limits.
9) Confirming Detour Route Marker Assemblies shall be spaced at a maximum of mile,
and shall also be located 50 to 100 feet past all major intersections, as directed.
Confirming Detour Route Marker Assemblies shall be placed after a required turn when
directed.
10) End Detour Route Marker Assemblies shall be located at the point at which traffic is
returned to the original route. The Advance Turn Marker (MS -1) shall be included in the
assembly when traffic is required to turn to access the original route.
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