SHEET NO. DESCRIPTION
Transcript of SHEET NO. DESCRIPTION
1A
SHEET NO. DESCRIPTION
1 TITLE SHEET
1A INDEX TO SHEETS
1B INDEX TO SPECIAL & STANDARD HIGHWAY DRAWINGS
1C PLANS LEGEND
1D PLANS LEGEND ABBREVIATION SHEET
2-2A TYPICAL SECTION
2B-2D TYPICAL SKETCHES
2E-2F PROJECT NOTES
2G GENERAL TRAFFIC CONTROL PLAN NOTES
3-3B SUMMARY OF QUANTITIES
4-5 OMIT
6 UTILITY OWNERS
7-15 OMIT
16-20 TRAFFIC CONTROL PLAN
21
ARE BOLTED TO THE TOP OF THE CULVERT
SPECIAL PROJECT DETAIL: DETAILS FOR GUARDRAIL (MASH) WHERE POSTS
22
ARE BOLTED TO THE PARAPET OF THE CULVERT
SPECIAL PROJECT DETAIL: DETAILS FOR GUARDRAIL (MASH) WHERE POSTS
23 SPECIAL PROJECT DETAIL: STANDARD HIGHWAY SIGNS
24CULVERT TRIPLE OPENING 12'X10' FILL 0'-36' ANY SKEW
SPECIAL PROJECT DETAIL: STANDARD REINFORCED CONCRETE BOX
25CULVERT WINGS OPENING 10' HEIGHT 1 1/2:1 SLOPE 0° SKEW SKEW
SPECIAL PROJECT DETAIL: STANDARD REINFORCED CONCRETE BOX
26CULVERT OPENING DOUBLE 6'X6' FILL 0'-72' ANY SKEW
SPECIAL PROJECT DETAIL: STANDARD REINFORCED CONCRETE BOX
27CULVERT WINGS OPENING 6' HEIGHT 1 1/2:1 SLOPE 0° SKEW SKEW
SPECIAL PROJECT DETAIL: STANDARD REINFORCED CONCRETE BOX
28 SPECIAL PROJECT DETAIL: STRIPING DETAILS FOR 5 LANE ROADWAYS
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AND OMITTED NOTE 204.
REMOVED TRUCK PULL OFF APRONS FROM NOTE 203
FISCAL
YEAR
REFERENCE
PROJECT NO.
SHEET
NO.
INDEX TO SHEETS
INDEX TO SHEETS
FISCAL
YEAR
REFERENCE
PROJECT NO.
SHEET
NO.
INDEX TO SHEETS
INDEX TO SHEETS
INDEX TO SHEETSINDEX TO SHEETS 2021
SR-10
STPAA-0010 (549)
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABAMA
DEPARTMENT OF TRANS
PORT
ATIO
N
ROUTESHEET TITLE
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABAMA
DEPARTMENT OF TRANS
PORT
ATIO
N
ROUTESHEET TITLE
SOUTHEAST REGIONOF TRANSPORTATION
ALABAMA DEPARTMENT
200
ENGINEER.
ANY SPOT LEVELING USED ON THIS PROJECT WILL BE PLACED AS/IF DIRECTED BY THE
201 OMIT
202
END OF THAT DAY'S OPERATIONS BY PLACING THE LAYER ON THE ADJACENT LANE OR LANES.
DROP-OFF EXCEEDING 2" THE CONTRACTOR SHALL ELIMINATE THE DROP-OFF BEFORE THE
IF THE PLACEMENT OF ANY BITUMINOUS LAYER RESULTS IN A CENTERLINE OR LANE LINE
203 RIGHT/LEFT TURN LANES SHALL RECEIVE THE SAME TREATMENT AS THE MAINLINE.
204 OMIT
205
(STA 15+00 TO STA 25+25)
INFORMATION.
DEPARTMENT OF TRANSPORTATION DISCLAIMS ANY AND ALL LIABILITY FOR INACCURATE
THIS INFORMATION IS FURNISHED FOR THE CONVENIENCE OF THE CONTRACTOR AND THE
THE FOLLOWING INFORMATION RELATES TO THE IN-PLACE PAVEMENT WHICH IS TO BE MILLED.
ASPHALT CONTENT 5.10
L.A. ABRASION TEST RESULTS 37%
SIEVE NO. % PASSING
20% RAP, STOCKPILE #11-7-1
15% SAND, APAC-PUGH PIT; TROY, AL
10% MAN. SAND, APAC MID-SOUTH; ALEX CITY, AL
20% #8910 LIMESTONE, MM-O'NEIL; SAGINAW, AL
15% SHOT GRAVEL, MM-PINKSTON PIT; SHORTER, AL
20% #78 GRANIT, APAC MID-SOUTH; ALEX CITY, AL
#200 5.8
#100 8
#50 13
#30 31
#16 39
#8 48
#4 65
3/8" 88
1/2" 98
3/4" 100
1"
1-1/2"
206
424A361.
IS CHOSEN, THE COST OF THIS WORK SHALL BE A SUBSIDIARY OBLIGATION OF ITEM NO.
THE WEDGE SHALL BE COMPACTED TO THE SATISFACTION OF THE ENGINEER. IF METHOD (B)
PAVEMENT.
(B) CONSTRUCT THE WEDGE BY DRESSING THE EXISTING SHOULDER TO THE EDGE OF
(A) CONSTRUCT THE WEDGE USING BORROW EXCAVATION.
PAVEMENT USING ONE OF THE FOLLOWING METHODS:
CONSRUCTING A WEDGE OF MATERIAL WITH A MAXIMUM 4:1 SLOPE AT THE EDGE OF
END OF THAT DAY'S OPERATIONS. ELIMINATING THE DROP-OFF SHALL CONSIST OF
DROP-OFF EXCEEDING 2" THE CONTRACTOR SHALL ELIMINATE THE DROP-OFF BEFORE THE
IF THE PLACEMENT OF ANY BITUMINOUS LAYER RESULTS IN AN EDGE OF PAVEMENT
2E
1
1
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207
MATERIAL SHALL BE A SUBSIDIARY OBLIGATION OF ITEM NO. 408B001
CONTRACTOR TO THE ALDOT DISTRICT 5 MATERIALS YARD. THE COST OF TRANSPORTING THE
OPERATIONS. ADDITIONALLY, THE RECYCLED ASPHALT SHALL BE TRANSPORTED BY THE
THE ALDOT SHALL RETAIN 75 CUBIC YARDS OF RECYCLED ASPHALT FROM THE MILLING
208
NO. 424A361 WILL BE PERFORMED IN THE SAME DAY'S OPERATIONS.
CONTRACTOR SHALL COORDINATE OPERATIONS SO THAT THE MILLING AND PLACING OF ITEM
BETWEEN STATIONS 548+22.72 AND 616+66 (CURB/CURB AND GUTTER SECTION); THE
209
PRIOR TO THE PLACEMENT OF THE PERMANENT EDGELINE.
THE CONTRACTOR SHALL COORDINATE OPERATIONS SO THAT THE SCORING IS PERFORMED
210
INFORMATION.
DEPARTMENT OF TRANSPORTATION DISCLAIMS ANY AND ALL LIABILITY FOR INACCURATE
THIS INFORMATION IS FURNISHED FOR THE CONVENIENCE OF THE CONTRACTOR AND THE
THE FOLLOWING INFORMATION RELATES TO THE IN-PLACE PAVEMENT WHICH IS TO BE MILLED.
ASPHALT CONTENT 5.10
L.A. ABRASION TEST RESULTS 19%
SIEVE NO. % PASSING
3% RAS (SHINGLES), WIREGRASS; HUNTSVILLE, AL.
17% RAP, STOCKPILE #11-7-2
1% BAGHOUSE FINES, PLANT
18% SAND, LAMBERT MATL'S; WHITE HALL, AL.
23% 1/2" CR. GRAVEL, LAMBERT MATL'S-POLLY PIT; SHORTER, AL.
10% #8910 LIMESTONE, MM-O'NEAL; SAGINAW, AL.
11% #67 LIMESTONE, MM-O'NEAL; SAGINAW, AL.
#200 5.2
#100 8
#50 12
#30 21
#16 32
#8 44
#4 67
3/8" 86
1/2" 95
3/4" 100
1"
1-1/2"
211
SUBSIDIARY OBLIGATION OF ITEM NO. 408B001
FROM BEING DEPOSITED IN ALL INLETS. THE COST OF ANY EXTRA WORK SHALL BE A
THE CONTRACTOR SHALL PREVENT DEBRIS RESULTING FROM THE PLANING OPERATIONS
212
THIS WORK SHALL BE A SUBSIDIARY OBLIGATION OF ITEM 424A361.
INSPECTOR SO HE CAN VERIFY THAT THE JOINTS AND CAPS HAVE BEEN CLEANED PROPERLY.
PLACED AT ABUTMENTS. THE ENGINEER SHALL NOTIFY THE TROY AREA CHIEF BRIDGE
EXPANSION JOINTS AND BRIDGE CAPS AFTER MILLING AND FINAL LAYER OF PLANT MIX IS
THE CONTRACTOR SHALL CLEAN AND SWEEP ALL EXISTING DEBRIS/MATERIAL FROM BRIDGE
213
NUMBER 424A361.
ENGINEER. ALL MATERIALS AND WORK NEEDED SHALL BE A SUBSIDIARY OBLIGATION OF ITEM
CONSTRUCTION AND DRESS THE IN PLACE SHOULDER TO THE SATISFACTION OF THE
THE CONTRACTOR SHALL DISPOSE OF ANY MATERIAL DEPOSITED ON THE SHOULDER DURING
FISCAL
YEAR
REFERENCE
PROJECT NO.
SHEET
NO.
PROJECT NOTES
PROJECT NOTES
FISCAL
YEAR
REFERENCE
PROJECT NO.
SHEET
NO.
PROJECT NOTES
PROJECT NOTES
2021
SR-10
STPAA-0010 (549)
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABAMA
DEPARTMENT OF TRANS
PORT
ATIO
N
ROUTESHEET TITLE
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABAMA
DEPARTMENT OF TRANS
PORT
ATIO
N
ROUTESHEET TITLE
SOUTHEAST REGIONOF TRANSPORTATION
ALABAMA DEPARTMENT