HomeMy WebLinkAbout04120003.18500'
205'
18 DRUMS w/ "STEADY
205'
SCALE: 1"= 100'
LEGEND
ONE "FLAGMAN AHEAD" ONE "ROAD CONSTRUCTION AHEAD" ONE
SIGN REQUIRED SIGN REQUIRED 0 FLAGMAN AHEAD SIGN
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FLAGMAN 48 "x48" 48 20 -4
48 "x48"
I ❑ ROAD CONSTRUCTION AHEAD SIGN /END CONSTRUCTION SIGN
500' 1 500' • DRUMS
BURNING LIGHTS" ® 25' 0 —C= 425'
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"FLAGMAN AHEAD" FLAGMAN
1) See Standard Detour Signs sheet 2 —A for vertical and horizontal clearances to
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SIGN REQUIRED
drums, markers and Typical Sign Standard.
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ONE "ROAD CONSTRUCTION AHEAD"
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2) Construction Warning Lights shall be required in accordance with the Standard
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IGN REQUIRED
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3) Additional signs and barricades shall be required as directed.
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2. CONSTRUCTION METHODS SHALL MINIMIZE TREE REMOVAL WITHIN
THE RIGHT OF WAY OF 141ST STREET.
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. AT NO TIME SHALL VEHICLES BE PARKED WITHIN THE 141ST STREET
RIGHT -OF -WAY.
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GENERAL NOTES
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ONE
"FLAGMAN AHEAD" FLAGMAN
1) See Standard Detour Signs sheet 2 —A for vertical and horizontal clearances to
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SIGN REQUIRED
drums, markers and Typical Sign Standard.
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ONE "ROAD CONSTRUCTION AHEAD"
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2) Construction Warning Lights shall be required in accordance with the Standard
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Specifications.
IGN REQUIRED
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3) Additional signs and barricades shall be required as directed.
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4) Spacing of drums at this location shall be 10 feet for a 50
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foot taper or 20 feet for a 100 foot taper.
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5) For temporary lane closures during daylight hours, cones or tubular markers may be used
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in lieu of drums.
6) For un— numbered routes, street signs or county road signs shall be used in lieu of the
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route marker in the Detour Route Marker Assembly.
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last cross — street prior to the beginning of the detour, as directed.
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all required turns within the detour limits.
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9) Confirming Detour Route Marker Assemblies shall be spaced at a maximum of <c mile,
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and shall also be located 50 to 100 feet past till major intersections, as directed.
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Confirming Detour Route Marker Assemblies shall be placed after a required turn when
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directed.
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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
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assembly when traffic is required to turn to access the original route.
FORMS /TRAFFIC
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1. EXISTING TRAVEL LANE PAVEMENT ALONG 141ST STREET
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MUST BE PROTECTED DURING CONSTRUCION OF THE ENTRANCE.
PROTECTION METHODS TO BE COORDINAGED WITH THf_ CITY OF
CARMEL DEPARTMENT OF ENGINEERING.
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2. CONSTRUCTION METHODS SHALL MINIMIZE TREE REMOVAL WITHIN
THE RIGHT OF WAY OF 141ST STREET.
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. AT NO TIME SHALL VEHICLES BE PARKED WITHIN THE 141ST STREET
RIGHT -OF -WAY.
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JOB NO. 47175S2
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GENERAL NOTES
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1) See Standard Detour Signs sheet 2 —A for vertical and horizontal clearances to
Construction Signs, spacing of chonnelizing devices and details of cones,
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drums, markers and Typical Sign Standard.
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2) Construction Warning Lights shall be required in accordance with the Standard
ICY_
Specifications.
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3) Additional signs and barricades shall be required as directed.
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4) Spacing of drums at this location shall be 10 feet for a 50
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foot taper or 20 feet for a 100 foot taper.
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5) For temporary lane closures during daylight hours, cones or tubular markers may be used
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in lieu of drums.
6) For un— numbered routes, street signs or county road signs shall be used in lieu of the
y
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.
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8) Directional Detour Route Marker Assemblies shall be located 10 to 20 feet in advance of
all required turns within the detour limits.
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9) Confirming Detour Route Marker Assemblies shall be spaced at a maximum of <c mile,
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and shall also be located 50 to 100 feet past till major intersections, as directed.
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Confirming Detour Route Marker Assemblies shall be placed after a required turn when
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directed.
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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
SHEET
NO.
assembly when traffic is required to turn to access the original route.
FORMS /TRAFFIC
C405
JOB NO. 47175S2