ALABAMA
Lauderdale Madison
Limestone
Jackson
Colbert
Morgan Dekalb
Marshall
Calhoun
Cleburne
Bibb Tallapoosa
Chambers
Hale Lee
Macon Montgomery
Russell
Marengo Lowndes Choctaw
Bullock
Wilcox Barbour Pike Butler
Clarke
Crenshaw
Monroe
Henry
Washington Conecuh
Coffee
Dale
Covington Escambia
Geneva
Houston
TO FLORENCE
Dallas
Mobile Baldwin
INDEX TO PROJECT
TSHP 3 S
D D
IN
G
O
D9 DESIGN J.V. 5/7/85
R
C
TSHP 4 S
A L A B AMA
R FO
ME
Gulf of Mexico
NT
OF TR
P S N A
O
END PROJECT / END WORK STA. 7+86.25
O T
BEGIN PROJECT STA. 0+31.54
FLORIDA
RT
BEGIN WORK STA. 0+00.00
GIA
DE PA
TO CHER OKEE
GEOR
BI
TENNESSEE
ON
Elmore Autauga
PI
Perry
MISSISS IP
Coosa Chilton
PLANS OF PROPOSED IAR-017-000-011 WIDENING AND TURN LANES ON 6TH STREET AT THE INTERSECTION OF SR-133 IN THE CITY OF MUSCLE SHOALS COLBERT COUNTY, ALABAMA
U C TI O
Randolph
Clay
N ST R
Shelby
RGE 10 W
Talladega
Sumter
CONTRACT ID NO
O
Jefferson
Greene
1
AT I
St. Clair
Tuscaloosa
2018
N
Walker Fayette
Pickens
IAR-017-000-011
DEPARTMENT OF TRANSPORTATION
Etowah Blount
Lamar
AL
RT
Cullman
PREPARED BY: TO DECATUR
civil group
N
engineering surveying 919 EAST AVALON AVE., SUITE B MUSCLE SHOALS, ALABAMA 35661 P 256.320.5082 F 256.320.5082
TO RUSSELLVILLE
Winston
Marion
STATE
Cherokee
RGE 11 W
Lawrence Franklin
FISCAL SHEET LAST SHEET NO YEAR NO
REFERENCE PROJECT NO
TO
MOU
LTO
N
ENGINEER: BRADLEY N. WILLIAMS NO: 23802 DATE:
21
THE FOLLOWING ARE SPECIAL OR STANDARD DRAWINGS CONTAINED IN THE ALABAMA DEPARTMENT OF TRANSPORTATION STANDARD AND SPECIAL HIGHWAY DRAWINGS BOOK (U.S. CUSTOMARY UNITS OF MEASUREMENT) DATED 2018 WHICH APPLY TO THIS PROJECT.
N
INDEX TO SHEETS
STATE
REFERENCE PROJECT NO
AL
IAR-017-000-011
INDEX TO SPECIAL AND STANDARD DRAWINGS TITLE SHEET
1A
INDEX TO SHEETS & INDEX TO SPECIAL & STANDARD DRAWINGS
1B
PLANS LEGEND SHEET
1C
PLANS ABBREVIATIONS SHEET
TYPICAL SECTION
2C
PROJECT NOTES
2D
TRAFFIC CONTROL NOTES
3-3A
SUMMARY OF QUANTITIES
4-5
PLAN AND PROFILE SHEET
6-6A
UTILITY LAYOUT
6B
UTILITY DETAILS
7-8
SIGNING, STRIPING, AND PAVEMENT LAYOUT
8A
TRAFFIC SIGNAL LAYOUT
O
2-2B
N ST R
GEOMETRIC LAYOUT
C
1D-1E
TRAFFIC CONTROL PLAN SHEET & SEQUENCE OF CONSTRUCTION
10
TRAFFIC CONTROL LANE CLOSURE TRAFFIC CONTROL PLAN TEMPORARY TRAFFIC CONTROL PLAN SHEET
12
EROSION AND SEDIMENT CONTROL PLANS LEGEND
EROSION AND SEDIMENT CONTROL PLAN
15-20
CROSS SECTIONS
O T
FO
R
BI
EARTHWORK SUMMARY
N
21
D D
13-14
IN
11
G
10A-10B
O
9
R
1
DESCRIPTION
U C TI O
SHEET NO.
FISCAL SHEET YEAR NO 2018
1A
PLANS LEGEND SHEET
STATE
REFERENCE PROJECT NO
AL
IAR-017-000-011
ROADWAY
N
EXISTING PIPE ....................
STATE BOUNDARY LINE .............. COUNTY BOUNDARY LINE .............
POWER POLE .................... LIGHT POLE .................... TELEPHONE POLE ................ ANCHOR ........................ STUB (POWER) .................. STUB (TELEPHONE) .............. ELECTRIC DUCT ................. BURIED ELECTRIC CABLE ........ OVERHEAD ELECTRIC CABLE ....... ELECTRIC MANHOLE .............. TOWER .........................
Ï
U C TI O
REQUIRED PIPE (WITH PIPE END TREATMENT).........
Ï
SECTION LINES ....................
REQUIRED PIPE END TREATMENT..........
QUARTER-SECTION LINES ............ RANGE-TOWNSHIP LINES .............
EXISTING BOX CULVERT .............
R-17-E R-18-E
PROPERTY LINES ...................
<
REQUIRED BOX CULVERT .............
PRESENT ROW .....................
N ST R
EXTENDED CULVERT .................
ACQUIRED ROW ..................... DENIED ACCESS ....................
CONST LIM
CONSTRUCTION LIMITS ..............
BRIDGE ...........................
CLEARING LIMITS .................. RAILROAD ......................... “
PIPE CULVERT (ELEVATION VIEW) ....
“
O
EXISTING WOOD FENCE ..............
}=410.25
EXISTING CHAIN LINK FENCE ........
C
EXISTING BARBED WIRE FENCE ....... EXISTING ELECTRIC FENCE ..........
BOX CULVERT (ELEVATION VIEW) ..... e
e
}=420.55
R
EXISTING HOG WIRE FENCE .......... TREES ............................
EXISTING DITCH ...................
O
MARSH ............................
ÒÒÒÒÒÒÒÒÒ
Ó Ó
G
WOODS LINE .......................
DRAINAGE STRUCTURE INDEX NUMBERS
REQUIRED DITCH....................
TELEPHONE PEDESTAL ............ TELEPHONE DUCT ................ BURIED TELEPHONE CABLE ........ OVERHEAD TELEPHONE CABLE ...... TELEPHONE MANHOLE ............. SANITARY SEWER ................ WATER LINE .................... WATER MAIN .................... WATER VALVE ................... FIRE HYDRANT .................. WATER METER ................... GAS LINE ...................... GAS MAIN ...................... GAS VALVE ..................... GAS REGULATOR ................. BURIED CABLE TELEVISION........ OVERHEAD CABLE TELEVISION......
IN
DRAINAGE STRUCTURE WRITE-UPS ARE LOCATED ON THE DRAINAGE CROSS-SECTION SHEETS. STRUCTURES WITH WRITE-UPS ARE INDEXED AT EACH END, WITH NUMBERS ASSIGNED BY DIRECTION OF FLOW. THE NUMBER IN THE UPPER HALF OF THE CIRCLE (EXAMPLE 8 OR 9) IS THE DRAINAGE STRUCTURE INDEX NUMBER. THE NUMBER IN THE LOWER HALF (EXAMPLE 88) IS THE SHEET REFERENCE NUMBER.
GRAVEL ROAD ......................
REQUIRED GUARDRAIL ............... SATELLITE DISH ................... TRAFFIC LIGHT .................... BENCH MARK .......................
8 88
R
SURVEY POINT .....................
BI
D D
EXISTING GUARDRAIL ...............
O T
FO
ENV
N
ENVIRONMENTAL CLEARED LIMITS .....
2018
UTILITIES
CENTER LINE ......................
CITY OR TOWN LIMITS ..............
FISCAL SHEET YEAR NO
REQD 18" RCP
EXISTING PAVEMENT (RETAIN)..............
EXISTING PAVEMENT (REMOVE).............. 9 88
EXISTING PAVEMENT (MILL AND OVERLAY)..
ROADWAY PIPE EXAMPLE CONCRETE (EXISTING OR REQUIRED).........
ALL INFORMATION CONCERNING THE DISPOSITION OF SIDE DRAIN PIPE IS SHOWN ON THE SUMMARY OF QUANTITIES BOX SHEET. THE TOP LETTERS (SD) ARE FOR SIDE DRAIN AND THE BOTTOM NUMBER IS THE DRAINAGE STRUCTURE INDEX NUMBER.
EXISTING CONCRETE (REMOVE)..............
SD 4
RIP RAP (EXISTING OR REQUIRED)..........
REQD 18" SIDE DRAIN PIPE EXAMPLE
DIRECTION OF FLOW ..............
PROPOSED
EL 4MTD BE OE E
T TP 4MTD BTC OTC TMH
SS W WM
G GM
G BTV OTV
1B
N
O T
FO
R
BI
D D
IN
G
O
R
C
O
N ST R
U C TI O
N
PLANS ABBREVIATIONS SHEET
STATE
REFERENCE PROJECT NO
AL
IAR-017-000-011
FISCAL SHEET YEAR NO 2018
1C
GEOMETRIC LAYOUT
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
1D
CP 1 - CONC. MON N - 1720776.92 E - 1928046.21 EL - 530.16
N
PRES. RO W
U C TI O
55.19LT STA 1+85.88 REQD. ROW
CONST. LIMITS
34.89LT STA 2+23.42
PARCEL 1
PRES. ROW
S 89°00'25" E 418.72'
6th STREET
BEGIN WORK STA = 0+00.00
6+00
5+00
27.5'
27.5'
27.5'
N ST R
BEGIN PROJECT STA = 0+31.54
4+00
3+00
2+00
1+00
0+00
16.5'
O
WILSON DAM RD
27.8'
31.8'
PRES. ROW
N
O T
FO
R
BI
D D
IN
G
O
R
C
CONST. LIMITS
0
20
40
SCALE 1" = 20'
60
N
GEOMETRIC LAYOUT
U C TI O
56.10LT STA 7+85.82 REQD. ROW
CONST. LIMITS
36.10LT STA 7+85.97 PRES. ROW
7+86.25
S 88°07'30" E 367.53'
END PROJECT / END WORK STA = 7+86.25
INV. EL. - 532.66
21.9'
6th STREET
INV. EL. - 532.19
EXIST. 15" RCP
C
O
CONST. LIMITS
20
40
60
N
O T
FO
R
BI
D D
SCALE 1" = 20'
IN
G
O
R
PRES. ROW
0
EXIST. 18" RCP
7+00
N ST R
6+00
CP 2 - CRIMP TOP PIPE N - 1720642.84 E - 1928896.79 EL - 533.17
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
1E
TYPICAL SECTIONS
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
2
N
6TH STREET STA 0+31.54 TO STA 0+52.71 (NOT TO SCALE)
REQUIRED ROADBED (VARIES 45.3' TO 60.2')
EX ROADBED VARIES 24.2' TO 54'
℄ CONSTRUCTION
VARIES 7.3' to 11' LANE WIDTH 11.0'
16.5'
16.5'
LANE WIDTH VARIES 0' to 11.0'
2%
VARIES 0' - 11.2' LANE WIDTH 11.2'
LANE WIDTH 11.0'
DE A R
EX
2%
1 7
A
1 7
A
O
PROFILE GRADE
G
N ST R
LANE WIDTH 11.0'
U C TI O
R.O.W. (VARIES)
R
C
6TH STREET STA 0+52.71 TO STA 3+88.22 (NOT TO SCALE) R.O.W. (VARIES)
1%
LANE WIDTH 11.0'
3 6
8 5
ITEM NO.
DESCRIPTION
REQD
424A-340
Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B (Approximately 165 #/sy)
2
REQD
424B-635
Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B (Approximately 165 #/sy)
3
REQD
424B-666
Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B (Approximately 250 #/sy)
4
REQD
424B-642
Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B
5
REQD
301A-012
Crushed Aggregate Base, Type B, Plant Mixed (6" Thick), Width Varies (0' - 36' )
6
REQD
623C-000
Combination Curb and Gutter, Type C
7
REQD
408A-052
Planing Existing Pavement (Approximately 1.1" Thru 2.0" Thick), Width Varies (0' - 36' )
8
REQD
401A-000
Bituminous Treatment "A" (55' Wide)
9
REQD
210A-000
Unclassified Excavation and/or Borrow Excavation
10
REQD
654A-001
Solid Sodding (Bermuda)
11
REQD
430B-047
Aggregate Surfacing (3/4" Down,Crusher Run)
12
REQD
650A-000
Topsoil
A
IN-PL
Existing Asphalt (Retain & Mill as Required)
B
IN-PL
Existing Curb (30") (Retain)
C
IN-PL
Unsuitable Material
N
O T
1
210D-000
1
1
A
E
D A R
2.5'
EX
2%
G
10
7 B
EXISTING SUBGRADE
PROPOSED SUBGRADE
C
9 9
REPLACEMENT OF UNSUITABLE MATERIAL DETAIL STA 1+00.00 TO STA 1+70.00
4'
LEGEND NO.
9
LANE WIDTH 11.0'
FO
* STA 1+00 TO 1+70
A
LANE WIDTH 11.0'
R
9
2
VARIES 0' - 11.2' LANE WIDTH 11.2'
16.5'
VARIES
10 9 12
D D
M
2%
℄ CONSTRUCTION
G
2.5'
16.5'
EX ROADBED VARIES 24.2' TO 54'
BI
3:1
AX
VARIES 7.3' to 11' LANE WIDTH 11.0'
PROFILE GRADE
IN
1'
O
REQUIRED ROADBED (VARIES 45.3' TO 60.2')
TYPICAL SECTIONS
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
2A
6TH STREET STA 3+88.22 TO STA 4+19.08 (NOT TO SCALE)
N
R.O.W. (VARIES) REQUIRED ROADBED (VARIES 34.3' TO 46.5')
2.5'
LANE WIDTH 11.0'
TAPER (VARIES)
1 10 12
6
2%
8
1
A
2
3
9
LANE WIDTH 11.0'
LANE WIDTH 11.0'
2%
1%
AX M 3:1
10
PROFILE GRADE
7
7
A
5
10
1
B
C
O
9
E AD R G EX
2.5'
N ST R
1'
VARIES 15.3' TO 16.5' EX ROADBED VARIES 24.2' TO 24.8' ℄ CONSTRUCTION
16.5'
U C TI O
VARIES 0' to 7.5'
R
6TH STREET STA 4+19.08 TO STA 4+88.19 (NOT TO SCALE)
O
R.O.W. (VARIES)
REQUIRED ROADBED (VARIES 34.3' TO 46.5')
VARIES 0' to 7.5'
G IN
2.5'
LANE WIDTH 11.0'
TAPER (VARIES)
D D
1'
1%
X
BI
MA 1 : 3
6
8
FO
10
9
R
1
10 12
9
LEGEND NO.
ITEM NO.
DESCRIPTION
REQD
424A-340
Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B (Approximately 165 #/sy)
2
REQD
424B-635
Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B (Approximately 165 #/sy)
3
REQD
424B-666
Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B (Approximately 250 #/sy)
4
REQD
424B-642
Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B
5
REQD
301A-012
Crushed Aggregate Base, Type B, Plant Mixed (6" Thick), Width Varies (0' - 36' )
6
REQD
623C-000
Combination Curb and Gutter, Type C
7
REQD
408A-052
Planing Existing Pavement (Approximately 1.1" Thru 2.0" Thick), Width Varies (0' - 36' )
8
REQD
401A-000
Bituminous Treatment "A" (55' Wide)
9
REQD
210A-000
Unclassified Excavation and/or Borrow Excavation
10
REQD
654A-001
Solid Sodding (Bermuda)
11
REQD
430B-047
Aggregate Surfacing (3/4" Down,Crusher Run)
12
REQD
650A-000
Topsoil
A
IN-PL
Existing Asphalt (Retain & Mill as Required)
B
IN-PL
Existing Curb (30") (Retain)
C
IN-PL
Unsuitable Material
N
O T
1
210D-000
VARIES 15.3' TO 16.5' EX ROADBED VARIES 24.2' TO 24.8' ℄ CONSTRUCTION
16.5'
5
3
2
PROFILE GRADE
LANE WIDTH 11.0'
LANE WIDTH 11.0'
3'
2%
2%
6%
EX. GR ADE 1 A
A
1 11 10
TYPICAL SECTIONS
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
2B
N
6TH STREET STA 4+88.19 TO 7+86.25 (NOT TO SCALE)
REQUIRED ROADBED (VARIES 26.3' TO 40.5') VARIES 0' to 7.5'
VARIES 11' TO 16.5'
VARIES 15.3' TO 16.5' EX ROADBED VARIES 24.2' TO 24.8' ℄ CONSTRUCTION
LANE WIDTH 11.0'
TAPER (VARIES)
3'
LANE WIDTH VARIES 0' to 11.0'
N ST R
6%
AX M :1
10
10 12
2 PROFILE GRADE
8
9
A
5
6%
1 11 10
O
R
C
9
3'
O
3
1
A
1 11
LANE WIDTH 11.0'
2%
2%
3
U C TI O
R.O.W. (VARIES)
2.5' 4.0%
1.5" 1.5" 2.27"
8.0%
6"
G
2.0%
IN
6" 8.0%
60' TAPER OR AS DIRECTED BY THE ENGINEER
WILSON DAM ROAD EP
WILSON DAM RD LOOKING SOUTH
1
6
D D
A
1 9
2
FO
REQD
424A-340
Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B (Approximately 165 #/sy)
2
REQD
424B-635
Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B (Approximately 165 #/sy)
3
REQD
424B-666
Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B (Approximately 250 #/sy)
4
REQD
424B-642
Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B
5
REQD
301A-012
Crushed Aggregate Base, Type B, Plant Mixed (6" Thick), Width Varies (0' - 36' )
6
REQD
623C-000
Combination Curb and Gutter, Type C
REQD
408A-052
Planing Existing Pavement (Approximately 1.1" Thru 2.0" Thick), Width Varies (0' - 36' )
8
REQD
401A-000
Bituminous Treatment "A" (55' Wide)
9
REQD
210A-000
Unclassified Excavation and/or Borrow Excavation
REQD
654A-001
Solid Sodding (Bermuda)
11
REQD
430B-047
Aggregate Surfacing (3/4" Down,Crusher Run)
12
REQD
650A-000
Topsoil
A
IN-PL
Existing Asphalt (Retain & Mill as Required)
B
IN-PL
Existing Curb (30") (Retain)
C
IN-PL
Unsuitable Material
N
7
10
A
PAVEMENT TIE AT WILSON DAM RD & 6TH STREET
O T
1
210D-000
A
7
R
CURB AND GUTTER SEATING DETAIL
DESCRIPTION
1
BI
5
ITEM NO.
NOTE: REMOVE EXISTING PAVEMENT SO AS TO CONSTRUCT A UNIFORM LAYER OF WEARING SURFACE AND BINDER
PAVEMENT TIE AT END OF PROJECT STA 7+86.25
3
LEGEND NO.
A
PROPOSED CURB 3.0'
EXISTING GROUND
PROPOSED CURB TERMINATION STA 4+88.45
4'-0" 6"
6"
4 FT CONC. SLOPE PAVED DITCH STA 0+61 TO STA 0+82
STATE AL
IAR-017-000-011
U C TI O
N
PROJECT NOTES
REFERENCE PROJECT NO
801. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY OWNERS AND DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES ON THE PROJECT WHETHER SHOWN ON THE PLANS OR NOT.
200. COMPACTION REQUIREMENTS FOR PLANT MIX IN AREAS OF WIDENING 6’ OR LESS IN WIDTH ARE WAIVED. COMPACTION OF PLANT MIX IN THESE AREAS SHALL BE TO THE SATISFACTION OF THE ENGINEER AND PAYMENT FOR THIS WORK SHALL BE SUBSIDIARY OBLIGATION OF THE MATERIAL BEING PLACED.
802. UTILITY OWNERS
O
R
C
203. THE ROADBED PROCESSING IS WAIVED AND THE TOP 6" OF THE SUBGRADE SHALL BE COMPACTED TO 100% OF AASHTO T-99.
205. THE L.A. ABRASION FOR THIS PROJECT IS 16%.
N
O T
FO
R
BI
D D
IN
G
300. THE CONTRACTOR SHALL DRESS SHOULDERS TO THE EDGE OF THE WIDENING TO PREVENT TEMPORARY DROP-OFFS IN EXCESS OF 2 INCHES AFTER EACH DAY IS COMPLETE. COST TO BE A SUBSIDIARY OBLIGATION OF ITEM NO. 301A-012.
NORTH ALABAMA GAS DISTRICT 602 DEARBORN AVE. MUSCLE SHOALS, AL 35661 (256) 383-3306
MUSCLE SHOALS UTILITIES BOARD 2210 E. 2nd STREET MUSCLE SHOALS, AL 35661 (256) 386-9290
CHARTER COMMUNICATIONS OF ALABAMA 1102a 4th AVE SE DECATUR, AL 35601 (256) 822-1340
O
202. DURING THE GRADING PHASE OF CONSTRUCTION, ROADBED AND EMBANKMENT FILL AREAS SHOULD BE GRADED IN A MANNER TO PROMOTE POSITIVE DRAINAGE TO THE DITCH LINES OR TOWARDS THE PLANNED DISCHARGE POINTS SO THAT THE WATER DOES NOT ACCUMULATE ON THE SUBGRADE OF THE ROADWAY OR EMBANKMENT FILL AREAS.
204. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DISPOSE OF SOFT SOILS THAT ARE NOT SUITABLE FOR CONSTRUCTION. SOFT SOILS SHALL NOT BE REUSED ON THE PROJECT.
MUSCLE SHOALS ELECTRIC BOARD 1015 AVALON AVE MUSCLE SHOALS, AL 35661 (256) 386-9290
N ST R
201. AFTER CLEARING AND/OR UNDERCUTTING ACTIVITIES ARE COMPLETE, AREAS TO RECEIVE FILL MATERIAL SHOULD BE PROOFROLLED IN THE PRESENCE OF THE PROJECT ENGINEER USING A TANDEM AXLE DUMP TRUCK LOADED WITH AT LEAST 20 TONS OF MATERIAL. PROOFROLLS SHOULD ALSO BE PERFORMED IN THE SAME MANNER ON THE FINISHED SUBGRADE SURFACE PRIOR TO PLACING CRUSHED AGGREGATE BASE AND ON THE FINISHED CRUSHED AGGREGATE BASE PRIOR TO PAVING.
AT&T 233 W. AVALON AVE MUSCLE SHOALS, AL 35611 (256) 383-5111
900. THERE SHALL BE NO FUEL TANKS STORED ON THE RIGHT OF WAY. IN ADDITION, NO FUEL TRUCKS OR VEHICLES TRANSPORTING CHEMICALS, FERTILIZERS, ETC. SHALL BE LEFT UNATTENDED ON THE RIGHT OF WAY. 901. NPDES PERMIT COVERAGE NOT REQUIRED FOR THIS PROJECT.
FISCAL SHEET YEAR NO 2018
2C
U C TI O
N
GENERAL TRAFFIC CONTROL PLAN NOTES
N
O T
FO
R
BI
D D
IN
G
O
R
C
O
N ST R
11
STATE
REFERENCE PROJECT NO
AL
IAR-017-000-011
FISCAL SHEET YEAR NO 2018
2D
O T
N FO R G
IN
D D
BI
R
O
C O
U C TI O
N ST R
N
STATE AL
IAR-017-000-011
N
O T
FO
R
BI
D D
IN
G
O
R
C
O
N ST R
U C TI O
N
SUMMARY OF QUANTITIES
REFERENCE PROJECT NO
STANDARD / SPECIAL DRAWING NO. LEGEND A: B: C: D: E: F: G: H: I: J: K: L: M: N: O: P: Q: R:
HW-614-B RPC-530 623-XY PM-705-1 PM-705-2 PS-701-6 TCD-100 TCM-703 ESC-100 ESC-200 ESC-300 ESC-400 ESC-501 ESC-502 ESC-503 ESC-504 ESC-505 ESC-506
S: T: U: V: W: X: Y: Z: AA: AB: AD: AE: AF:
ESC-507 ESC-508 ESC-509 IHS-710-12 IHS-710-14 IHS-710-21 IHS-710-23 SHS-28 SHS-29 SHS-30 SHS-1 B-107-2 SHS-26
FISCAL SHEET YEAR NO 2018
3A
PLAN AND PROFILE SHEET
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
4
STA 0+28.25
REQD SLOPE PAVED DITCH
EX FLUME REMOVE FROM STA 1+44.17 35.48LT TO STA 1+96.21 26.49LT
PRES. RO
W
N
65.41LT STA 0+56.64
55.19LT STA 1+85.88 REQD. ROW
REQD SLOPE PAVED DITCH
30.00LT STA 1+12.72
27.53LT STA 3+88.22
CONST. LIMITS
EX CO
34.89LT STA 2+23.42
REQD 30" C&G
NC FLU
STA 4+18.72 DELTA ANGLE - 00°52'55"
U C TI O
END CURB & GUTTER
ME
18.95LT STA 4+88.45 16.46LT STA 4+88.19
PRES. ROW
S 89°00'25" E 418.72'
6th STREET
BEGIN WORK STA = 0+00.00
31.8'
16.5'
O
27.8'
WILSON DAM RD
6+00
5+00
27.5'
27.5'
27.5'
N ST R
BEGIN PROJECT STA = 0+31.54
4+00
3+00
2+00
1+00
0+00
CONST. LIMITS
PRES. ROW
EX TOWER BASE
D D
IN
G
O
R
C
EX C&G (RETAIN)
20
40
60
0
5
HOIRZONTAL SCALE 1" = 20'
10
15
VERTICAL SCALE 1" = 5' 550
BI
550
0
545
2.8%
3.2%
535
530
FG 534.10
FG 534.53
FG 534.90
FG 535.21
FG 535.37
FG 535.56
FG 535.79
FG 535.99
FG 536.19
FG 536.21
FG 536.36
FG 536.45
FG 536.57
FG 536.62
FG 536.65
FG 536.71
FG 536.78
520 6+00 EG 536.58
5+80 EG 536.53
5+60 EG 536.45
5+40 EG 536.39
5+20 EG 536.35
5+00 EG 536.30
4+80 EG 536.19
4+60 EG 536.04
4+40 EG 535.91
4+20 EG 535.76
4+00 EG 535.63
3+80 EG 535.51
3+60 EG 535.47
3+40 EG 535.27
3+20 EG 535.15
3+00 EG 534.69
2+80 EG 534.43
2+60 EG 533.93
EG 533.61
FG 533.62
FG 532.02
2+40
FG 533.19
FG 531.61
2+20 EG 533.08
FG 531.06
EG 532.65
FG 530.51
FG 532.81
FG 529.96
2+00
FG 532.42
FG 529.39
1+80 EG 532.09
FG 529.64
EG 531.73
1+60
EG 531.27
1+40
EG 530.68
1+20
EG 530.26
1+00
EG 529.79
0+80
EG 529.38
0+60
EG 529.63
0+40
EG 530.02
0+20
EG 530.41
0+00
FG 530.03
525
FG 530.42
525
520 -0+20
1.0%
1.1%
0.9%
0.8%
1.3%
0.2%
0.3%
0.3%
0.2%
0.2%
0.6%
0.4%
0.8%
0.1%
1.0%
N
0.0%
1.8%
1.8%
2.2%
2.4%
2.2%
1.9%
2.0%
2.0%
2.0%
540
FG 536.81
2.1%
2.0%
530
O T
BEGIN PROJECT STA 0+31.54
BEGIN WORK STA 0+00.00
540
535
FO
R
545
REQD. ROW
CONST. LIMITS
36.10LT STA 7+85.97 PRES. ROW
S 88°07'30" E 367.53'
SHEET NO
AL
IAR-017-000-011
2018
5
END PROJECT / END WORK STA = 7+86.25
INV. EL. - 532.66
21.9'
6th STREET
EXIST. 18" RCP
7+86.25
N ST R
7+00
FISCAL YEAR
U C TI O
56.10LT STA 7+85.82
6+00
REFERENCE PROJECT NO
N
PLAN AND PROFILE SHEET
STATE
INV. EL. - 532.19
EXIST. 15" RCP
C
O
CONST. LIMITS
BI
D D
IN
G
O
R
PRES. ROW
R
0
40
60
0
5
END PROJECT / END WORK STA 7+86.25
HOIRZONTAL SCALE 1" = 20'
10
15
VERTICAL SCALE 1" = 5'
FO
550
O T
545
0.0%
0.0%
0.0%
0.2%
0.2%
7+40
7+60
FG 536.81
FG 536.84
FG 536.85
FG 536.84
FG 536.84
FG 536.85
FG 536.85
FG 536.83
FG 536.80
EG 536.67
7+20
EG 536.69
7+00
EG 536.69
6+80
EG 536.68
6+60
EG 536.67
6+40
EG 536.65
6+20
EG 536.64
6+00
EG 536.63
530 5+80
EG 536.58
550
545
540
0.1% 535
FG 536.78
535
0.1%
7+80 FG 536.77
0.1%
EG 536.64
0.3%
0.2%
0.2%
N
540
EG 536.53
20
8+00
8+20
8+40
8+60
8+80
9+00
9+20
9+40
9+60
9+80
10+00
10+20
10+40
10+60
10+80
11+00
11+20
11+40
11+60
11+80
530 12+00
UTILITY LAYOUT
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
6
100.00' E
E
W
ME
W
W
W
W
W
W
N
W
G W
AND
E
ON )
E
(AB
E
AIN
W
W
REQ'D - 299.93 L.F. of 16" D.I. WATER MAIN W W W REQD 30" C&G
E
NC FLU
W
EX. WA W TER M
E
EX CO
CONST. LIMITS E
EX YIELD SIGN (RETAIN)
G
W G
E
BEGIN PROJECT STA = 0+31.54
W
3+00 W
G
27.5'
G
G
E
E
E
S 89°00'25" E 418.72'
C
WILSON DAM RD
W
W
W
W
W
W
W
W
W
W
W
G
EX. WATER MAIN
4+00 W
W
W
W
W
W
5+00
G
G
G
G
G
27.5'
W
W
W
W
W
R O D D BI R
FO O T
6+00 G
G
G
G
G
W
W
W
31.8'
16.5'
W
G
W LIMIT W EX SPEED G SIGN (RETAIN)
W
G
G
W
G W
W G
W
G
G W
G
G
W
W
G
G
W
W
PRES. ROW
EX TOWER BASE
IN
W W
W
N
W
G
W
W
E
E
W
W
E
W
G T. LIMITS CONS
E
G
W
E
E
E
G
G
EX C&G (RETAIN)
EX. YIELD SIGN (RETAIN)
W
G
E
E
G
W
E
E
E
W G
W
W
W
E
E
E
E
W
W
W
G
O
27.8'
W
W
E
E
E
6th STREET
G
E
W
W
27.5'
BEGIN WORK STA = 0+00.00
E
REQ'D - ABANDON EX. WATER MAIN
E
1+00
0+00
W
E
2+00
W
W
PRES. ROW
G W
G
U C TI O
D
SLOPE PAVE W W DITCH W
N ST R
G W REQD
W
E
W
PLUG AND ABANDON EX. WATER MAIN
REQ'D BEND 47.57LT STA 1+74.30
G
W
E
E
E
E
E
E
E
E
W
E
G
W
END CURB & GUTTER
REQ'D BEND 61.37LT STA 1+40.51
E
PRES. RO W
EX FLUME REMOVE FROM STA 1+44.17 35.48LT TO STA 1+96.21 26.49LT
E
E
REQ'D 16" VALVE 61.37LT STA 1+16.51
REQD SLOPE PAVED DITCH
0
20
40
SCALE 1" = 20'
60
N
UTILITY LAYOUT
U C TI O
REQ'D BEND & FITTINGS 48.86LT STA 6+90.94
CONST. LIMITS W
W
W
W
W
W
W
W PRES. ROW
W
W
W
W
W
6+00
W
W
W
W
7+00
G
G
G
G
G
W
1" TAP FLUSH VALVE PLUG AND ABANDON EX. WATER MAIN W
W
W
REQ'D. 16" VALVE 24.17LT STA 7+37.12
7+86.25
S 88°07'30" E 367.53'
END PROJECT / END WORK STA = 7+86.25
INV. EL. - 532.66
N ST R
W
21.9'
6th STREET
G W
W
W
W
W
W
W
EXIST. 15" RCP
W
W
W
INV. EL. - 532.19
FH
C
O
CONST. LIMITS
0
20
40
60
R
BI
D D
SCALE 1" = 20'
IN
G
O
R
PRES. ROW
FO
W
W
O T
W
N
G
G
G
G
G
G
G
G
G
G
EXIST. 18" RCP
REQ'D FIRE HYDRANT
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
6A
UTILITY DETAILS
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
6B
BEDDING/BACKFILL REQUIREMENTS & MAT'L DESIGNATIONS MIN WIDTH = 24" + OD
(SEE MATERIAL DESIGNATION/DESCRIPTOINS TABLE)
AT BOTTOM, SEE NOTE 1 PRESSURE MAINS
GRAVITY LINES
PAVED AREAS
#5 BARS @ 8" OCLE (VERT)
SLOPE DETERMINED BY CONTRACTOR AS NECESSARY FOR SAFE WORKING CONDITIONS, SEE NOTE 1
12" MIN
WIDTH OF COMPACTION EQUIP, 10" MIN
DI
5
5
PVC
DI
CONC
5
6 **
6 **
5
PVC 6 **
12"
#5 FAN BARS EF
8"
2
10"-16"
4
18"
6
20"
8
24" - 30"
FINAL BACKFILL (6"-12" LIFTS TYP, 6" LIFTS MAX. UNDER PAVING, CONC, STRUCTURES, ETC.) 4
4
4
4
4
4
1
1
NOTE: 1. ALL ITEMS IN THIS DETAIL ARE TO BE INCLUDED IN THE BID ITEM FOR FIRE HYDRANT ASSEMBLIES.
PIPE SIZE # RODS REQ 4'-0"
5
CONC
6'-0" OR 2' BEYOND DITCH EACH SIDE WHICHEVER IS GREATER
1
N
5
PVC
CONCRETE BASE
INITIAL BACKFILL (6" LIFTS)
PIPE AS SPECIFIED ON PLANS
3
3
1
3
3
1
1
1
1
HAUNCHING (4" LIFTS, NOTE 5)
3
3
1
1
1
1
1
1
1
BEDDING (4" LIFTS)*
1
1
1
1
1
1
1
1
1
OD 1 2
OD
FOUNDATION MATL (WHEN REQ'D)
UNDISTURBED SOIL OR ENG COMPACTED FILL Ø 3/4" SS ROD, SEE TABLE
CONCRETE THRUST BLOCKING SEE TYP DETAILS FOR TEES
GRAVEL CONCRETE THRUST BLOCK
MJ PLUG OR CAP (SEE PLANS FOR SIZE)
FIRE HYDRANT TEE 6" MJ GATE VALVE WATER LINE SEE PLANS ELEVATION FOR DIA
ROD MJ PLUG TO CONC. CROSS ANCHOR
RIP-RAP OR CRUSHED STONE CLASS 1B (USCS IN ASTM D2487)
4" MIN* 6" FOR 18"Ø - 36"Ø PIPE 12" FOR > 36"Ø PIPE
VALVE BOX W/LID PRECAST CONCRETE VALVE COLLAR GROUND SURFACE
DI FIRE HYDRANT RISER IF REQUIRED
#5 BARS @ 8" OC (VERT) #5 BARS @ 6" OC (HORZ)
12 GA BLUE COATED LOCATOR WIRE BROUGHT UP TO VALVE BOX
6" FIRE HYDRANT
PUMP NOZZLE TOWARDS STREET
10
WATER MAIN (PE-MJ)
* SEE NOTE 2 ** SEE NOTE 4
N ST R
EXISTING IN PLACE SOIL
18" MIN PER PLANS, SPECS & DETAILS
TOP FILL
CONC
U C TI O
DI
WARNING TAPE, IDENTIFYING TYPE SERVICE
FINISHED GRADE
#5 BARS @ 6" OC (HORIZ)
1 1/2" X 4 1/2" WELDED ANCHOR FIN, EBAA SERIES 1100SDB, OR SMITH BLAIR SERIES 981 RESTRAINT DEVICE
3" CLEAR
UNDISTURBED SOIL 2'-0"
3'-0"
* NOTE: WHERE EXISTING LINES ARE DEEPER & REMOVED FOR THE INSTALLATION OF NEW LINES. THE BEDDING MATERIAL SHALL EXTEND TO THE FULL DEPTH AND WIDTH OF EXCAVATION.
6" ANCHOR COUPLING SWIVEL X SWIVEL, LENGTH AS REQUIRED
SEE NOTE 1
CROSS ANCHOR ASSEMBLY
DESCRIPTION
2
OMITTED
3
SELECT EXCAVATED MAT'L REASONABLY DRY (WITHIN LIMITS REQ'D FOR COMPACTION) NO STONES > 1" DIA.
4
EXCAVATED MAT'L REASONABLY DRY (WITHIN LIMITS REQ'D FOR COMPACTION) NO STONES > 12" DIA.
5
SELECT TOPSOIL MAT'L TO SUPPORT VEGETATION, NO STONES OR ROCK ALLOWED
6
CRUSHED STONE, MOIST "PUG-MIX" PER ALDOT SECTION 825
X
X
MIN. C SQ.
G
4. TEMPORARY COMPACTED PUG-MIX BACKFILL REQ'D UNTIL PAVEMENT PLACEMENT IS COMPLETE. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN THIS PUGMIX TO KEEP IT FLUSH WITH THE ADJACENT PAVING, ETC. UNTIL THE FINAL PAVING IS PLACED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY ASPHALT OR CONCRETE PATCHES WHEN NEEDED FOR PUBLIC SAFETY AND/OR CONVENIENCE.
FIRE HYDRANT INSTALLTION USING ANCHOR TEE
C
CRUSHED STONE, ASTM-448 NO. 57 GRADATION
D D
A
6. ADDITIONAL AND/OR SPECIAL REQUIREMENTS MAY BE REQ'D BY THE PLANS, SPECIFICATIONS AND/OR CONTRACT DOCUMENTS.
BI
7. TO THE EXTENT POSSIBLE, AS DETERMINED BY THE CONTRACTOR, TRENCH WALL SHORING METHODS SHALL BE USED IN PAVED AREAS TO MINIMIZE PAVING REPAIR REQUIREMENTS.
6" MIN.
6" MIN. THRUST BLOCK (TYP.)
PRECAST CONCRETE VALVE COLLAR
A
X
A
PLAN BENDS
A
PLAN AND ELEVATION PLUGS COMPACTED FILL TO PREVENT SETTLEMENT VALVE BOX M&H E-3002
X 10" MIN. 18" MIN.-10"DIA. & LESS 24" MIN.-12"DIA. & GREATER
B B
16 #4 BARS AS SHOWN
TYP. CONC. THRUST COLLAR MIN. 2" INTO UNDISTURBED MAT. ON 3 SIDES
45°
TYP. M.J. BEND W/ RESTRAINER GLANDS
BENDS AND TEES
UNDISTURBED SOIL (TYP.)
2. GLANDS & BOLTS SHALL BE PROTECTED FROM CONC. BY PLASTIC SHEETING WHEN POURING THRUST BLOCKS. 3. ALL THRUST BLOCK & SUPPORT CONC. SHALL BE 3000 PSI READY MIX CONC.
90° BEND A B 8" 12" 18" 12" 18" 13" 20" 16" 20" 16" 26" 20" 82" 42" 185" 42"
45° BEND A B 8" 8" 8" 10" 10" 10" 12" 14" 12" 14" 16" 18" 62" 30" 100" 42"
AWWA NUT
TRENCH BOTTOM
NOTES: 1. FOR VERT. BEND UPWARD, BLOCKING TO BE SIMILAR TO THAT FOR HORIZ. BEND.
PIPE SIZE 4" 6" 8" 10" 12" 16" 24" 30"
1/8" FLAT PLATE CENTERING GUIDE
1 1/4" DIASTEEL SHAFT MACHINED TO FIT NUT
SECTION X-X
N
O T
FO
R
BEDDING AND BACKFILL FOR TRENCHES
18" D SQ.
IN
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING AND UTILIZE APPROPRIATE MEANS AND METHODS OF CONSTRUCTION TO ENSURE THAT THE ENTIRE AREAS UNDER THE HAUNCHES OF THE PIPE ARE FILLED WITH THE REQUIRED MATERIALS AND COMPACTED APPROPRIATELY.
FIRE HYDRANT TEE
PLAN
6" MIN.
3. ALL MATERIALS SHALL BE COMPACTED TO MINIMUM 95% STANDARD PROCTOR DENSITY AT 2%± OPTIMUM MOISTURE CONTENT. MATERIALS UNDER PAVING, CONCRETE, STRUCTURES, ETC. SHALL BE COMPACTED TO TO MIN 98%-100% STANDARD PROCTOR. MECHANICAL COMPACTION SHALL BE BY VIBRATORY SHEEPSFOOT OR OTHER EQUIP. SPECIFICALLY DESIGNED FOR THE COMPACTION OF EARTH. COMPACTION EQUIP. SHALL BE ON-SITE PRIOR TO BEGINNING OF WORK. MECHANICAL COMPACTION SHALL BE COMPLETED IN LOOSE LIFTS AS SHOWN ON THE DETAIL.
DESIGNATION/ MATERIALS 1
6" SWIVEL
R
2. BEDDING REQ'D FOR STORM SEWERS, ALL PVC LINES AND ALL CONCRETE LINES. BEDDING REQUIRED IN ALL AREAS OF ROCK EXCAVATION OR UNSUITABLE SOILS. BELL HOLES REQ'D FOR PIPES > 4" DIA.
MATERIAL DESIGNATION/DESCRIPTOINS TABLE
O
1. SLOPE, BENCHING, SHORING, ETC. AS DETERMINED AND DESIGNED BY THE CONTRACTOR. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE OSHA REGULATIONS FOR "OPEN TRENCH EXCAVATIONS".
O
NOTES:
MJ HYDRANT
SECTION OF VERTICAL BEND 4. THRUST BLOCKS WITH "B" DIMENSION GREATER THAN 30" SHALL HAVE THE RESTRAINED PIPE INSTALLED WITH A MINIMUM OF 4' OF COVER. 5. UNLESS INDICATED OTHERWISE IN PLANS, ALL FITTINGS SHALL BE RJ OR MJ WITH RETRAINING FOLLOWER GLANDS. RESTRAINING FOLLOWER GLANDS SHALL BE MEGA-LUG, ROMAC, OR EQUAL. RETAINER GLANDS NOT ALLOWED.
22 1/2° BEND 11 1/4° BEND A B A B 6" 6" 6" 6" 8" 8" 8" 8" 8" 8" 8" 8" 8" 12" 8" 12" 8" 12" 8" 12" 11" 13" 11" 13" 44" 22" 22" 16" 52" 42" 40" 30"
THRUST BLOCK DETAILS
TEE A B 11" 9" 11" 10" 11" 12" 14" 16" 14" 16" 18" 20" 82" 42" 185" 42"
PLUG C D 10" 6" 12" 18" 12" 24" 16" 30" 16" 30" 20" 36" 82" 42" 185" 42"
ADAPTER TO FIT AWWA NUT WITH PIN CONNECTION
WELD PLATE TO SHAFT 1/8"
VALVE STEM EXTENSION SECTION NOTE:
VALVE BOX DETAIL
1. ADJUST PIPE DEPTH AS NECESSARY TO PLACE VALVE STEM NUT MIN. 6" BELOW FINISH GRADE.
SIGNING, STRIPING AND PAVEMENT LAYOUT
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
7
100.00'
N
115.57LT STA 0+28.25
R85.00'
U C TI O
65.41LT STA 0+56.64 PRES. RO W
REQD SWTCM
27.53LT STA 3+88.22
EX YIELD SIGN (RETAIN) REQD SWTS CLASS 2 TYPE A
16.00'
EX CO
NC FLU
ME
275.00'
REQD CONST. LIMITS SWTS CLASS 2 TYPE A RPMS @ 40' O.C. CLASS AH, TYPE 2C
PRES. ROW
11.00'
1+00
0+00 BEGIN PROJECT STA = 0+31.54
3+00
2+00 27.5'
27.5'
11.00'
S 89°00'25" E 418.72' 11.00'
11.00'
6th STREET 27.8'
O
BEGIN WORK STA = 0+00.00
REQD 24" STOP BAR SWTCM
16.00'
16.46LT STA 4+88.19
EX SPEED LIMIT SIGN (RETAIN)
REQD DWTS CLASS 2 TYPE A RPMS @ 40' O.C. CLASS AH, TYPE 2C
REQD SYTS CLASS 2 TYPE A RPMS @ 3' O.C. CLASS AH, TYPE 1B
4+00
5+00
6+00
27.5'
31.8'
16.5'
REQD SYTS CLASS 2 TYPE A RPMS @ 6' O.C. CLASS AH, TYPE 2E
REQD SYTCM CLASS 2 TYPE A
REQD SWTS CLASS 2 TYPE A
CONST. LIMITS
PRES. ROW
O
EX. YIELD SIGN (RETAIN) R85.00'
REQD SWTCM CLASS 2 TYPE A
C
REQD SWTS CLASS 2 TYPE A
REQD SWTCM
REQD SWTS CLASS 2 TYPE A
REQD DBL SYTS CLASS 2 TYPE A RPMS @ 40' O.C. CLASS AH, TYPE 2D
R
WILSON DAM RD
11.14'
STA 4+18.72 DELTA ANGLE - 00°52'55"
100.00'
N ST R
REQD SWTCM CLASS 2 TYPE A
30.00LT STA 1+12.72
18.95LT STA 4+88.45
D D
IN
G
REQD SWTS CLASS 2 TYPE A
N
O T
FO
R
BI
118.39RT STA 0+46.67
STRIPING LEGEND SYTS - SOLID YELLOW TRAFFIC STRIPE SWTS - SOLID WHITE TRAFFIC STRIPE DWTS - DOTTED WHITE TRAFFIC STRIPE DBL - DOUBLE SWTCM - SOLID WHITE TRAFFIC CONTROL MARKING SYTCM - SOLID YELLOW TRAFFIC CONTROL MARKING RPM - RAISED PAVEMENT MARKER
0
20
40
SCALE 1" = 20'
60
U C TI O
N
SIGNING, STRIPING AND PAVEMENT LAYOUT
CONST. LIMITS 270.00'
PRES. ROW
REQD SWTS CLASS 2 TYPE A
7+00
REQD SYTS CLASS 2 TYPE A RPMS @ 3' O.C. CLASS AH, TYPE 1B
7+86.25
S 88°07'30" E 367.53'
END PROJECT / END WORK STA = 7+86.25
N ST R
6+00
REQD W3-3 1
21.9'
6th STREET
REQD SWTS CLASS 2 TYPE A
REQD DYTS CLASS 2 TYPE A RPMS @ 6' O.C. CLASS AH, TYPE 2E
REQD SYTCM CLASS 2 TYPE A
REQD DYTS CLASS 2 TYPE A RPMS @ 40' O.C. CLASS AH, TYPE 2E
EXIST. 15" RCP
C
O
CONST. LIMITS
0
20
40
60
N
O T
FO
R
BI
D D
SCALE 1" = 20'
IN
G
O
R
PRES. ROW
STRIPING LEGEND SYTS - SOLID YELLOW TRAFFIC STRIPE SWTS - SOLID WHITE TRAFFIC STRIPE DWTS - DOTTED WHITE TRAFFIC STRIPE DBL - DOUBLE SWTCM - SOLID WHITE TRAFFIC CONTROL MARKING SYTCM - SOLID YELLOW TRAFFIC CONTROL MARKING RPM - RAISED PAVEMENT MARKER
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
8
STATE
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
8A
N
TRAFFIC SIGNAL LAYOUT
REFERENCE PROJECT NO
REQD SLOPE PAVED DITCH PRES. RO W
U C TI O
EX FLUME REMOVE FROM STA 1+44.17 35.48LT TO STA 1+96.21 26.49LT
55.19LT STA 1+85.88
TR TR
IN PL. SIGNAL POLE (RETAIN)
REQD SLOPE PAVED DITCH
IN PL. SIGNAL POLE (RETAIN)
NC FLU
ME
CONST. LIMITS
34.89LT STA 2+23.42
N ST R
EX CO
REQD. ROW
6 x 50
PAVING LIMITS
QUAD 6 x 50
R G
IN PL. JUNCTION BOX (RETAIN)
TR
N
O T
FO
R
BI
D D
IN
IN PL. SIGNAL POLE (RETAIN)
STRIPING LEGEND SYTS - SOLID YELLOW TRAFFIC STRIPE SWTS - SOLID WHITE TRAFFIC STRIPE DWTS - DOTTED WHITE TRAFFIC STRIPE DBL - DOUBLE SWTCM - SOLID WHITE TRAFFIC CONTROL MARKING SYTCM - SOLID YELLOW TRAFFIC CONTROL MARKING RPM - RAISED PAVEMENT MARKER
CONST. LIMITS
PRES. ROW
O
TR
C
WILSON DAM RD
O
6th STREET
TR
TR
TR
IN PL. SIGNAL POLE, JUNCTION BOX, AND CONTROLLER (RETAIN)
0
20
40
SCALE 1" = 20'
60
STATE AL
IAR-017-000-011
BI
D D
IN
G
O
R
C
O
N ST R
U C TI O
N
TRAFFIC CONTROL PLAN SHEET & SEQUENCE OF CONSTRUCTION
REFERENCE PROJECT NO
SEQUENCE OF CONSTRUCTION
R
PHASE 1 - INSTALL APPLICABLE TRAFFIC CONTROL DEVICES.
PHASE 2
FO
- MILL EXISTING PAVEMENT AS DIRECTED BY ENGINEER - CONSTRUCT WIDENING TO SUB BASE - CONSTRUCT CURB AND GUTTER - CONSTRUCT WIDENING THROUGH UPPER BINDER LAYER
PHASE 3
PHASE 4 - REMOVE TRAFFIC CONTROL DEVICES
O T
- CONSTRUCT WEARING SURFACE FOR ENTIRE PROJECT - CONSTRUCT FINAL STRIPING, MARKINGS, AND PAVEMENT MARKERS
THE FOLLOWING IS A LIST OF TRAFFIC CONTROL PROJECT NOTES WHICH APPLY TO THIS PROJECT: * SEE SHEET 2D FOR TRAFFIC CONTROL NOTES
N
NOTE: ANY WORK MAY BE PERFORMED CONCURRENTLY WITH ANY OTHER ITEM OF WORK AS LONG AS THERE IS NO CONFLICT WITH ANOTHER SEQUENCED ITEM.
STANDARD / SPECIAL DRAWING NO. LEGEND A: B: C: D: E: F: G: H: I: J: K: L: M: N: O: P: Q: R:
HW-614-B RPC-530 623-XY PM-705-1 PM-705-2 PS-701-6 TCD-100 TCM-703 ESC-100 ESC-200 ESC-300 ESC-400 ESC-501 ESC-502 ESC-503 ESC-504 ESC-505 ESC-506
S: T: U: V: W: X: Y: Z: AA: AB: AD: AE: AF:
ESC-507 ESC-508 ESC-509 IHS-710-12 IHS-710-14 IHS-710-21 IHS-710-23 SHS-28 SHS-29 SHS-30 SHS-1 B-107-2 SHS-26
FISCAL SHEET YEAR NO 2018
9
TRAFFIC CONTROL LANE CLOSURE
STATE
REFERENCE PROJECT NO
AL
IAR-017-000-011
N ST R
U C TI O
N
45
LIMITS SHOWN ON THE TITLE SHEET)
TWO LANE HIGHWAY - ONE LANE CLOSED FOR USE WITH CONES
GENERAL NOTES
O
C
ROAD WORK 1500 FT
ONE LANE ROAD 1000 FT
G20-4 (COST SHALL BE A SUBSIDIARY OBLIGATION OF ITEM NO. 740O-000, PILOT CAR)
W20-7 (EXPRY./FRWY)
200'-300'
500'
500'
W20-4 (EXPRY./FRWY)
W20-1 (EXPRY./FRWY)
500'
500'
ONE LANE ROAD 1000 FT
W20-1
W20-4
(EXPRY./FRWY)
(EXPRY./FRWY)
BI
END ROAD WORK
W20-1
ROAD WORK 500 FT
G20-2 500'
(EXPRY./FRWY)
TEMPORARY MOUNTED SIGN
TWO LANE HIGHWAY - ONE LANE CLOSED FOR USE WITH PILOT CAR
SEE TCP NOTE NO. 33.
DELINEATING DETAILS FOR EQUIPMENT PARKING AREAS
END ROAD WORK NOTE: "ROAD WORK AHEAD" MAY BE USED IN LIEU OF "ROAD WORK 500 FT" SIGN AS SHOWN. SEE TCP NOTE NO. 32.
W20-1
DETAIL FOR PLACEMENT OF W20-1 SIGN AT INTERSECTING ROADS
CREW INSTALLING OR REMOVING SIGNS (PAID FOR UNDER ITEM NO. 740B) 50' MIN
G20-2
ROAD WORK AHEAD
ROTATING DOME LIGHT (OPERATING) W21-1 SIGN MOUNTED ON CONTRACTOR'S EQUIPMENT (TO BE FURNISHED BY THE CONTRACTOR WITHOUT COST TO THE ALDOT)
OR
EDGE OF PAVEMENT 100'
30'
500'
W20-1
500'
DRUMS TO BE AS FAR AS PRACTICAL FROM EDGE OF PAVEMENT. MINIMUM DESIRABLE DISTANCE IS 15 FEET FOR FREEWAY TYPE FACILITIES AND 10 FEET FOR OTHER FACILITIES. FOR UNUSUAL CONDITIONS SUCH AS SPECIAL EQUIPMENT OR LIMITED AVAILABLE SPACE, DIMENSIONS LESS THAN DESIRABLE SHALL BE AS DIRECTED BY THE ENGINEER. SEE TCP NOTE NO. 11
N
ROAD WORK 500 FT
O T
FOR USE ONLY WHEN EQUIPMENT CANNOT BE STORED THIRTY FEET OR MORE FROM THE EDGE OF PAVEMENT
500'
50' o.c.
25'
REFLECTORIZED CHANNELIZING DRUMS
POST MOUNTED SIGN CONES FLAGGER
FO
6TH STREET (PROJECT)
LEGEND
W20-7
R
500'
200'-300'
D D
WILSON DAM ROAD (INTERSECTING)
ROAD WORK 1500 FT
500'
WORK AREA
IN
500'
G
O
R
PILOT CAR FOLLOW ME
500'
3.
ROAD WORK AHEAD
2.
ALL ADVANCE WARNING SIGNS REQUIRED AT THE BEGINNING AND END OF PROJECT SHALL BE POST MOUNTED. ALL SIGNS REQUIRED FOR THE LANE CLOSURE SHALL BE TEMPORARY MOUNTED. SIGN (XX) SHALL SHOW THE SPEED IN THE WORK ZONE. SIGN (YY) SHALL BE USED IF SPEED REDUCTION REQUIRES TWO SIGNS. SIGN (ZZ) SHALL SHOW THE POSTED SPEED OUTSIDE THE WORK ZONE. THE SPEED LIMIT IN THE WORK ZONE , AS SHOWN ON SIGN (XX), SHALL BE 35 MPH.
W20-1
1.
35
7'-0" MIN. DISTANCE ABOVE EDGE OF PAVEMENT 4-WAY EMERGENCY FLASHERS (OPERATING)
EQUIPMENT PARKING AREA REFLECTORIZED CHANNELIZING DRUMS ALONG EQUIPMENT PARKING AREA
4' MIN.
T.C.P. FOR INSTALLING OR REMOVING CONSTRUCTION SIGNS DELINEATING DETAILS FOR EQUIPMENT PARKING AREAS
FISCAL SHEET YEAR NO 2018
10
TRAFFIC CONTROL PLAN
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
10A
PRES. RO W
END CURB & GUTTER
CONST. LIMITS
EX YIELD SIGN (RETAIN) EX CO
NC FLU
REQD 30" C&G ME
U C TI O
N
100.00'
STATE
REFERENCE PROJECT NO
BEGIN PROJECT STA = 0+31.54
REQD. TEMPORARY S.Y.T.S.
2+00
1+00
0+00
REQD. CHANNELIZING DRUMS @ 50' O.C.
3+00
27.5'
27.5'
S 89°00'25" E 418.72' 45' TAPER
6+00
5+00 27.5'
REQD. TYPE 3 BARRICADE WITH WARNING LIGHTS 10.00' 31.8'
EX. CENTERLINE 16.5'
2.00' 10.00'
EX SPEED LIMIT SIGN (RETAIN)
REQD. REMOVE EX. S.Y.T.S. STA. 1+00.00 TO STA. 4+40.00 REQD. TIE TEMPORARY STRIPING TO EXISTING STRIPING AT INTERSECTION
REQD. TEMPORARY DBL. S.Y.T.S. CLASS , TYPE
PRES. ROW
EX TOWER BASE
N
O T
FO
R
BI
D D
IN
G
O
EX. YIELD SIGN (RETAIN)
CONST. LIMITS
R
REQD. TIE TEMPORARY STRIPING TO EXISTING STRIPING AT INTERSECTION
C
O
27.8'
EX C&G (RETAIN)
4+00
PROP. CENTERLINE
6th STREET
BEGIN WORK STA = 0+00.00
WILSON DAM RD
N ST R
PRES. ROW
STRIPING LEGEND SYTS - SOLID YELLOW TRAFFIC STRIPE SWTS - SOLID WHITE TRAFFIC STRIPE DWTS - DOTTED WHITE TRAFFIC STRIPE DBL - DOUBLE SWTCM - SOLID WHITE TRAFFIC CONTROL MARKING SYTCM - SOLID YELLOW TRAFFIC CONTROL MARKING RPM - RAISED PAVEMENT MARKER
0
20
40
SCALE 1" = 20'
60
U C TI O
N
TRAFFIC CONTROL PLAN
CONST. LIMITS
PRES. ROW
7+00
7+86.25
END PROJECT / END WORK STA = 7+86.25
INV. EL. - 532.66
S 88°07'30" E 367.53'
N ST R
10.00'
21.9'
6th STREET
10.00'
INV. EL. - 532.19
EXIST. 15" RCP
C
O
CONST. LIMITS
20
40
60
N
O T
FO
R
BI
D D
SCALE 1" = 20'
IN
G
O
R
PRES. ROW
0
EXIST. 18" RCP
REQD. TEMP S.Y.T.S.
6+00
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
10B
12'
NOT LESS THAN 6'
LOCATE SIGNS 6' FROM THE EDGE OF THE SHOULDER, OR IF NONE, 12' FROM EDGE OF PAVEMENT EXCEPT WHERE PHYSICAL CONDITIONS PREVENT SUCH PLACEMENT.
3'-0"
CONSTRUCTION SIGN WITH SECONDARY SIGN PLATE
NOTE : IF THE CONTRACTOR CHOOSES TO SPLICE THE POSTS FOR THE REQUIRED POST MOUNTED CONSTRUCTION SIGNS, THEY SHALL BE SPLICED AS SHOWN ON DRAWING IHS-710-23.
IN
50' M
NOTE: ROTATING DOME LIGHT AND W21-1A SIGN MOUNTED ON CONTRACTORS EQUIPMENT TO BE FURNISHED BY CONTRACTOR WITHOUT COST TO THE STATE.
HEIGHT AND LATERAL LOCATION OF POST MOUNTED CONSTRUCTION SIGNS
Temporary Traffic Control Plan Sheet
STOP
EDGE OF PAVEMENT
OR
G
IN
D D
SIGN POST TO BE MOUNTED TO DRUM WITH BOLTS
REFLECTORIZED CHANNELIZING DRUMS ALONG THE EQUIPMENT PARKING AREA.
EQUIPMENT PARKING AREA REFLECTORIZED CHANNELIZING DRUMS NOTES: 1. DRUMS TO BE AS FAR AS PRACTICAL FROM EDGE OF PAVEMENT, MINIMUM DESIRABLE DISTANCE IS 15 FEET FOR FREEWAY TYPE FACILITIES AND 10 FEET FOR OTHER FACILITIES. FOR UNUSUAL CONDITIONS, SUCH AS SPECIAL EQUIPMENT OR LIMITED AVAILABLE SPACE, DIMENSIONS LESS THAN DESIRABLE SHALL BE AS DIRECTED BY THE ENGINEER. 2. ALL DEVICES TO BE FURNISHED BY THE CONTRACTOR WITHOUT COST TO THE ALDOT.
DELINEATING DETAILS FOR EQUIPMENT PARKING AREA
BI
DETAIL FOR DRUM MOUNTED CONSTRUCTION SIGNS
SEE NOTE NO 1
50' 25'
SIZE OF POST TO BE #2 U-CHANNEL COST OF SIGN PANEL MOUNTING AND MOUNTING HARDWARE, POST AND CHANNELIZING DRUM TO BE A SUBSIDIARY OBLIGATION OF CONSTRUCTION SIGNS, ITEM 740B.
TYPICAL METHOD FOR INSTALLING OR REMOVING CONSTRUCTION SIGNS
EDGE OF PAVEMENT
100' 30'
O
7'-0" MINIMUM DISTANCE ABOVE EDGE OF PAVEMENT
7' MINIMUM
IN 4' M
R
THE FOLLOWING IS A LIST OF TRAFFIC CONTROL PROJECT NOTES WHICH APPLY TO THIS PROJECT: 700,701,703,707,708,709,710,711,712,713,715,716,720,723, 725,729,737,742,747,750
C
O
ROTATING DOME LIGHT (OPERATING)
A
IAR-017-000-011
N ST R
3'-0"
CREW INSTALLING OR REMOVING SIGN
BA M
AL
U C TI O
12'
NOT LESS THAN 7'
LOCATE SIGNS 6' FROM THE EDGE OF THE SHOULDER, OR IF NONE, 12' FROM EDGE OF PAVEMENT EXCEPT WHERE PHYSICAL CONDITIONS PREVENT SUCH PLACEMENT.
STATE
N
TEMPORARY TRAFFIC CONTROL PLAN SHEET
REFERENCE PROJECT NO
TRAVELWAY
FO
R
SKETCH "B"
PAVEMENT WIDENING OR SHOULDER AREA
R5-1 30" X 30" R11-2 48" X 30" R11-3A 60" X 30" SIGN W1-6 48" X 24" M4-10 48" X 18" SIGN
R5-1 30" X 30" R11-2 48" X 30" R11-3A 60" X 30" SIGN
W1-6 48" X 24" M4-10 48" X 18" SIGN
WARNING LIGHT TYPE B WARNING LIGHT TYPE B
O T
DRUMS @ 50' INTERVALS
SUBSIDIARY OBLIGATION OF WEARING LAYER
N
4:1 SLOPE
WEDGE MATERIAL TO BE
(FOR USE WHERE EXCAVATION HAS BEEN DONE, BUT WIDENING IS NOT COMPLETED BY NIGHTFALL OR WHERE PAVEMENT DROP OFF OF RESUFACING PROJECTS IS 3" OR MORE AT NIGHTFALL)
TYPICAL FOR DROP-OFF AT EDGE OF PAVEMENT
DETAILS FOR TYPICAL PLACEMENT OF TYPE III BARRICADES INSIDE OF CLEAR ZONE
DETAILS FOR TYPICAL PLACEMENT OF TYPE III BARRICADES OUTSIDE OF CLEAR ZONE NOTES
1. SLOPE OF STRIPES ON BARRICADES SHALL BE IN ACCORDANCE WITH SECTION 6F.63 OF THE MUTCD AND DRAWING B-107-2. NOTE: THE CONTRACTOR IS TO CONSTRUCT A WEDGE OF UNCLASSIFIED EXCAVATION OR CRUSHED AGGREGATE BASE . THE COST OF PLACING AND REMOVAL SHALL BE A SUBSIDIARY OBLIGATION OF THE ADJACENT LAYER. CHANNELIZING DRUMS SHALL BE PLACED AT 50 FT INTERVALS.
2. IF SIGNS ARE REQUIRED TO BE USED IN CONJUNCTION WITH TYPE III BARRICADES TO BE PLACED INSIDE THE CLEAR ZONE, THEY SHALL BE POST MOUNTED TO THE SIDE OF THE BARRICADES AS SHOWN. 3. IF ROAD CLOSED OR DETOUR SIGNS ARE REQUIRED TO BE USED WITH TYPE III BARRICADES TO BE PLACED OUTSIDE THE CLEAR ZONE, THEY SHALL BE PLACED ON THE TOP OF THE BARRICADES NEAREST THE DETOUR.
FISCAL SHEET YEAR NO 2018
11
N
O T
FO
R
BI
D D
IN
G
O
R
C
O
N ST R
U C TI O
N
EROSION AND SEDIMENT CONTROL PLANS LEGEND
25.0
25.A
25.1
STATE
REFERENCE PROJECT NO
AL
IAR-017-000-011
FISCAL SHEET YEAR NO 2018
12
EROSION AND SEDIMENT CONTROL PLAN
N U C TI O
//
//
//
//
//
//
//
//
//
//
N ST R
//
10.00'
//
//
//
//
//
//
//
//
//
//
27.8'
WILSON DAM RD
O
REQD. REMOVE EX. S.Y.T.S. STA. 1+00.00 TO STA. 4+40.00
REQD. TEMPORARY DBL. S.Y.T.S. CLASS , TYPE
REQD. TIE TEMPORARY STRIPING TO EXISTING STRIPING AT INTERSECTION
C
EX TOWER BASE
D D
IN
G
O
TR
BI
TR
R
TR
FO
E
O T
E
N
E
10.00'
R
E
E
2.00'
E
E
E
E
E
E
E
EX C&G (RETAIN)
16.5'
E
E
E
E
E
CONST. LIMITS
REQD. TIE TEMPORARY STRIPING TO EXISTING STRIPING AT INTERSECTION
31.8'
EX. CENTERLINE
E
E
E
BEGIN WORK STA = 0+00.00
//
E
E
E
45' TAPER
6+00
5+00
REQD. TYPE 3 BARRICADE WITH WARNING LIGHTS
PROP. CENTERLINE
6th STREET
//
4+00
27.5'
27.5'
27.5'
13
//
REQD. CHANNELIZING DRUMS @ 50' O.C.
E
3+00
E
E
BEGIN PROJECT STA = 0+31.54
2018
//
E
E
E
0+00
IAR-017-000-011
//
E
E
REQD 30" C&G
REQD. TEMPORARY S.Y.T.S.
2+00
AL
//
CONST. LIMITS
34.89LT STA 2+23.42
1+00
SHEET NO
//
E
REQD. ROW E
REQD SLOPE PAVED DITCH
TR
FISCAL YEAR
E
E
E
E
E
E
E
E
55.19LT STA 1+85.88
END CURB & GUTTER E
E
EX FLUME REMOVE FROM STA 1+44.17 35.48LT TO STA 1+96.21 26.49LT
REFERENCE PROJECT NO
E
E
REQD SLOPE PAVED DITCH
STATE
0
20
40
SCALE 1" = 20'
60
N
EROSION AND SEDIMENT CONTROL PLAN
U C TI O
56.10LT STA 7+85.82 REQD. ROW
//
//
//
//
//
//
//
//
//
//
CONST. LIMITS
//
//
36.10LT STA 7+85.97
REQD. TEMP S.Y.T.S.
7+00
7+86.25
END PROJECT / END WORK STA = 7+86.25
N ST R
10.00'
21.9'
6th STREET
10.00' CP
EXIST. 15" RCPCP
20
40
D D
0
IN
G
O
R
C
O
CONST. LIMITS
O T
FO
R
BI
SCALE 1" = 20'
N
6+00
60
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
14
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
15
D D
525.00
20.00
0
20.00
525.00
60.00
40.00
20.00
1+40
EX ROW 533.08 26.95R
0
20.00
40.00
60.00
EX ROW
540.00
535.00
2%
525.00 80.00
2%
540.00
535.00
2%
530.00
530.00
60.00
40.00
20.00
0
20.00
40.00
60.00
525.00 80.00
2+20
540.00
530.00
535.00
540.00
531.01 30.04R
535.00
2%
2%
525.00
0
20.00
540.00
N
530.00
2%
2%
520.00 80.00
40.00
2+40
525.00 80.00
FO 531.61 0.00R
529.54 38.36L
O T
531.39 30.00L 531.06 27.50L 531.13 23.91L
535.00
520.00 80.00
60.00
R
EX ROW
1+60
40.00
60.00
EX ROW
40.00
525.00 80.00
20.00
40.00
60.00
520.00 80.00 Horizontal Scale 20 Vertical Scale 5
2%
535.00
532.25 27.83R
60.00
530.00
532.81 0.00R
520.00 80.00
BI
525.00
540.00
C 530.00
IN
530.00
2%
R
G
531.47 27.71R 2%
2%
2%
540.00
535.00
532.02 0.00R
531.81 30.00L 531.47 27.50L 531.59 21.53L
529.99 38.24L
535.00
2%
2%
535.00
530.00
O
EX ROW
EX ROW
1+80
540.00
EX ROW
535.00
PROP ROW
525.00 80.00
540.00
532.63 27.83R
60.00
533.62 0.00R
40.00
533.19 0.00R
20.00
533.38 31.07L 533.40 30.01L 533.07 27.51L 533.39 11.72L
0
EX ROW
20.00
532.44 33.09L 532.97 30.01L 532.64 27.51L 532.91 14.07L
40.00
531.59 34.97L 532.59 30.01L 532.26 27.51L 532.46 17.22L
60.00
540.00
EX ROW
525.00 80.00
530.00
PROP ROW
530.00
N ST R
2%
PROP ROW
2%
535.00
O
2%
U C TI O
EX ROW 530.71 36.93L 532.20 30.01L 531.87 27.51L 532.03 19.15L
535.00
540.00
531.86 27.81R
540.00
532.42 0.00R
EX ROW
N
CROSS SECTIONS
STATE
2%
530.00
525.00 80.00
530.00
60.00
40.00
20.00
0
2+00
20.00
40.00
60.00
525.00 80.00
545.00
545.00
545.00
540.00
540.00
540.00
535.00
535.00
530.00
530.00
525.00 80.00
60.00
40.00
20.00
0
20.00
40.00
525.00 80.00
60.00
O
EX ROW 20.00
IAR-017-000-011
2018
16
535.16 20.03R
0
20.00
530.00
40.00
60.00
525.00 80.00
3+60
550.00
545.00
545.00
535.00
40.00
2%
2%
60.00
60.00
40.00
20.00
525.00 80.00
534.95 21.23R
535.37 0.00R
535.20 8.58L
530.00
60.00
40.00
20.00
0
20.00
40.00
60.00
525.00 80.00
3+40
525.00 80.00 550.00
550.00
545.00
545.00
545.00
540.00
540.00
540.00
535.00
535.00
530.00
530.00
2%
2%
2%
535.00
2%
530.00
525.00 80.00
535.00
530.00
535.11 31.53L 534.99 30.02L 534.66 27.52L
FO
N
535.00
534.10 0.00R
534.27 32.62L 533.88 30.02L 533.55 27.52L
540.00
533.93 8.50L
O T
545.00
EX ROW
PROP ROW
2+80
20.00
2%
534.76 22.43R
0
2%
535.21 0.00R
20.00
EX ROW
40.00
R
60.00
533.58 25.90R
525.00 80.00
530.00
BI
530.00
2%
535.04 8.58L
2%
535.00
EX ROW
IN
534.04 24.83R
534.53 0.00R
2%
D D
2%
534.36 8.54L
534.45 31.57L 534.32 30.02L 533.98 27.52L
535.00
535.14 31.06L 535.16 30.02L 534.82 27.52L
540.00
540.00
EX ROW
540.00
540.00
PROP ROW
545.00
G
545.00
O
R
550.00
AL
535.00
C
EX ROW
550.00
550.00
EX ROW
PROP ROW
3+00
40.00
SHEET NO
540.00
EX ROW
525.00 80.00
60.00
535.56 0.00R
U C TI O
535.31 31.13L 535.34 30.03L 535.01 27.53L 530.00
FISCAL YEAR
545.00
2%
EX ROW
2%
2%
N ST R
534.43 23.63R
534.90 0.00R
2%
PROP ROW
2%
534.73 8.56L
534.88 31.82L 534.69 30.02L 534.35 27.52L
535.00
2%
REFERENCE PROJECT NO
550.00
N
550.00
535.39 8.58L
EX ROW
550.00
EX ROW
PROP ROW
550.00
EX ROW
PROP ROW
CROSS SECTIONS
STATE
0
2+60
20.00
40.00
60.00
525.00 80.00 Horizontal Scale 20 Vertical Scale 5
525.00 80.00
530.00
60.00
40.00
20.00
0
3+20
20.00
40.00
60.00
525.00 80.00
535.66 23.89L 536.44 19.82L 536.10 17.32L 536.27 8.81L 536.45 0.00R
60.00
525.00 80.00
530.00
O
525.00 80.00
EX ROW
545.00
60.00
IN 40.00
20.00
0
20.00
40.00
EX ROW
BI R
550.00
EX ROW
PROP ROW
4+00
2%
60.00
40.00
20.00
3+80
2%
6%
535.00
EX ROW
535.00
530.00
530.00
60.00
40.00
20.00
0
20.00
40.00
60.00
525.00 80.00
4+60
550.00
545.00
540.00
540.00
535.00
535.00
530.00
530.00
545.00
540.00 535.88 25.93L 536.11 24.05L 535.77 21.55L 536.04 8.36L 536.21 0.00R
545.00
535.41 18.84R
535.79 0.00R 0
2%
2%
2%
6%
535.00
%
530.00
540.00
2%
525.00 80.00
525.00 80.00
545.00
540.00
2%
2%
N
535.00
2%
525.00 80.00
60.00
25
O T
535.61 31.22L 535.57 30.03L 535.24 27.53L
540.00
535.62 8.53L
FO
545.00
525.00 80.00
60.00
40.00
4+80
PROP ROW
60.00
D D
525.00 80.00
530.00
20.00
%
530.00
0
25
G
535.00
20.00
535.86 24.67L 536.31 21.94L 535.97 19.44L 536.19 8.57L 536.36 0.00R
2%
R
535.64 17.63R
535.99 0.00R
2%
545.00
O
2%
535.00
535.82 8.46L
540.00 535.76 29.74L 535.80 28.60L 535.47 26.10L
540.00
40.00
PROP ROW
C
545.00
EX ROW
PROP ROW
4+20
530.00
EX ROW
40.00
17
535.00
EX ROW
20.00
2018
540.00
%
536.04 15.80R
0
IAR-017-000-011
545.00
25
535.88 16.14R
20.00
6%
EX ROW
40.00
535.00
2%
2%
EX ROW
60.00
530.00
N ST R
525.00 80.00
AL
534.15 25.68R
%
2%
530.00
SHEET NO
N 540.00
6% 25
535.00
FISCAL YEAR
534.42 24.61R
535.00
EX ROW
545.00
PROP ROW
540.00 535.86 16.48R
2%
2%
REFERENCE PROJECT NO
533.88 26.43R
2%
536.19 0.00R
535.81 28.11L 536.05 26.16L 535.72 23.66L 536.03 8.28L
540.00
U C TI O
545.00
536.14 15.46R
EX ROW
545.00
EX ROW
PROP ROW
CROSS SECTIONS
STATE
20.00
40.00
60.00
525.00 80.00 Horizontal Scale 20 Vertical Scale 5
525.00 80.00
530.00
60.00
40.00
20.00
0
4+40
20.00
40.00
60.00
525.00 80.00
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
18
BI 20.00
R
0
20.00
535.00
530.00 80.00
60.00
40.00
FO 20.00
2%
0
5+00
2%
EX ROW
536.54 13.43R 536.13 17.34R
U C TI O
EX ROW 535.16 22.55L
530.00
2%
2%
2%
6%
530.00
525.00 80.00
535.00
530.00
60.00
40.00
20.00
0
20.00
40.00
60.00
525.00 80.00
5+80 525.00 80.00
545.00
545.00
540.00
540.00 535.19 22.57L
536.57 0.00R
2%
545.00
540.00
535.00
535.00
525.00 80.00
6+00
540.00
545.00
540.00
535.00
535.00
530.00
2%
2%
2%
6% 535.00
6%
% 25
N
535.45 22.16L 536.25 16.21L 536.39 9.03L
540.00
60.00
60.00
% 25
O T
545.00
EX ROW
PROP ROW
5+20
40.00
EX ROW
40.00
40.00
536.27 15.13R 535.55 20.30R
60.00
20.00
EX ROW
%
530.00
525.00 80.00
D D
25
535.00
0
536.43 14.11R 535.16 21.46R
6%
IN
536.32 14.79R
2%
2%
534.81 23.13R
2%
536.62 0.00R
535.42 22.07L 536.30 15.78L 536.43 9.25L
540.00
20.00
%
540.00
40.00
25
G
545.00
O
EX ROW
R
545.00
EX ROW
PROP ROW
5+40
545.00
60.00
536.50 13.77R 535.83 18.74R
525.00 80.00
60.00
6%
N ST R
525.00 80.00
536.78 0.00R
40.00
540.00
530.00
536.71 0.00R
20.00
545.00
535.00
536.49 14.50L 536.58 9.94L
0
2%
2%
EX ROW
20.00
2%
EX ROW
40.00
530.00
PROP ROW
60.00
530.00
PROP ROW
%
530.00
525.00 80.00
535.00
O
6%
25
535.00
535.00
C
2%
2%
540.00 534.99 22.25R
2%
536.37 14.45R
535.32 22.21L 536.35 15.35L 536.47 9.47L
536.65 0.00R
540.00
536.53 14.07L 536.61 10.19L 536.81 0.00R
540.00
535.08 22.61L
545.00
536.41 14.93L 536.52 9.69L
EX ROW
545.00
EX ROW
PROP ROW
545.00
EX ROW
PROP ROW
N
CROSS SECTIONS
STATE
20.00
40.00
60.00
530.00 80.00 Horizontal Scale 20 Vertical Scale 5
525.00 80.00
530.00
60.00
40.00
20.00
0
5+60
20.00
40.00
60.00
525.00 80.00
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
19
60.00
2%
530.00
60.00
40.00
20.00
0
6+20
40.00
60.00
EX ROW
U C TI O 534.21 23.41R
534.37 23.26L
536.62 11.50R
60.00
EX ROW
6%
25
%
534.15 23.90R
2%
2%
536.61 11.74R
536.61 11.94L 536.63 11.20L 536.85 0.00R
540.00
535.00
535.00
530.00
525.00 80.00
525.00 80.00
545.00
540.00
530.00
60.00
40.00
20.00
0
20.00
40.00
60.00
525.00 80.00
7+00
545.00
545.00
540.00
540.00
535.00
535.00
530.00
530.00
525.00 80.00 Horizontal Scale 20 Vertical Scale 5
525.00 80.00
545.00
540.00
6%
20.00
40.00
7+20
536.58 13.10R 536.17 17.01R
O T 2%
N
535.00
2%
525.00 80.00
20.00
2%
2% 2%
6%
% 25
534.95 22.88L
540.00
536.57 13.65L 536.64 10.39L 536.84 0.00R
FO
R
EX ROW
PROP ROW
545.00
40.00
535.00
EX ROW
20.00
540.00
534.57 22.49R
0
0
536.60 12.08R
20.00
545.00
530.00
20.00
534.51 23.49L
40.00
EX ROW
60.00
6+40
525.00 80.00
R
530.00
BI
530.00
525.00 80.00
O
D D
IN
535.00
40.00
25
%
536.60 12.37L 536.62 11.08L 536.84 0.00R
%
535.00
545.00
G
536.59 13.22L 536.64 10.58L 536.85 0.00R
536.60 12.76R 536.06 17.19R 6%
25
534.82 23.05L
540.00
2%
60.00
C
EX ROW
EX ROW
PROP ROW
545.00
540.00
2% 2%
EX ROW
536.61 11.52L 536.62 11.27L 536.85 0.00R
525.00 80.00
6+60
545.00
N ST R
525.00 80.00
60.00
534.47 23.25L
40.00
530.00
6%
EX ROW
20.00
530.00
2%
2%
EX ROW
0
535.00
PROP ROW
20.00
535.00
PROP ROW
40.00
540.00
O
60.00
540.00 536.59 12.42R 535.30 19.86R
536.58 12.80L 536.62 10.83L 536.84 0.00R
530.00
525.00 80.00
545.00
6%
%
535.00
2%
2% 2%
25
534.59 23.53L
540.00
545.00
PROP ROW
EX ROW
545.00
EX ROW
PROP ROW
N
CROSS SECTIONS
STATE
535.00
530.00
60.00
40.00
20.00
0
6+80
20.00
40.00
60.00
525.00 80.00
545.00
N ST R
534.33 22.14R
%
534.12 24.41L
6% 25
535.00
2%
2%
536.55 10.99R
540.00 536.53 12.03L 536.53 12.03L 536.77 0.00R
540.00
535.00
530.00
530.00
60.00
40.00
20.00
0
20.00
40.00
525.00 80.00
60.00
O
525.00 80.00
U C TI O
EX ROW
EX ROW
545.00
PROP ROW
N
CROSS SECTIONS
C
EX ROW
G
534.40 22.14R
535.00
D D
IN
%
534.22 23.94L
6% 25
535.00
2%
2%
536.58 11.16R
540.00 536.56 11.80L 536.56 11.80L 536.80 0.00R
540.00
530.00
40.00
20.00
0
20.00
536.60 11.33R
540.00
6%2
5%
535.00
N
535.00
2%
2%
530.00
60.00
40.00
20.00
525.00 80.00
545.00
534.35 22.64R
534.15 24.08L
O T
536.60 11.51L 536.60 11.51L 536.83 0.00R
540.00
525.00 80.00
60.00
FO
R
EX ROW
545.00
PROP ROW
7+60
40.00
EX ROW
60.00
BI
530.00
525.00 80.00
R
545.00
O
EX ROW
545.00
PROP ROW
7+80
530.00
0
7+40
20.00
40.00
60.00
525.00 80.00 Horizontal Scale 20 Vertical Scale 5
STATE
REFERENCE PROJECT NO
FISCAL YEAR
SHEET NO
AL
IAR-017-000-011
2018
20
U C TI O
N
EARTHWORK SUMMARY
6th Street STA 0+00.00 TO STA 7+86.25 TOTAL CUT: 195 CY TOTAL FILL: 206 CY
N ST R
UNSUITABLE MATERIAL
N
O T
FO
R
BI
D D
IN
G
O
R
C
O
STA 1+00 TO STA 1+70.00 TOTAL CUT: 150 CY
IF SUBSURFACE MATERIAL INFORMATION AND/OR SHRINK AND SWELL VALUES ARE SHOWN IN THIS PLAN ASSEMBLY, THEY REFLECT ALDOT'S INTERPRETATION OF THE BORING INFORMATION INCLUDED IN THE PLAN ASSEMBLY. THIS DATA, ALONG WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS, ARE BASED UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF THE ACTUAL CONDITIONS. IT IS SHOWN AS INFORMATION ONLY, IT IS NOT GUARANTEED AND IS NOT REPRESENTED AS BEING COMPLETE. IT IS UNDERSTOOD THAT SUCH INFORMATION WAS OBTAINED AND IS INTENDED FOR ALDOT DESIGN AND ESTIMATING PURPOSES ONLY. SLOPE STUDY AND FOUNDATION REPORTS THAT HAVE BEEN PREPARED ARE AVAILABLE BY CONTACTING THE GEOTECHNICAL SECTION OF THE MATERIALS AND TESTS BUREAU AT THE CENTRAL OFFICE. SOIL SURVEY REPORTS AND ROCK CORE SAMPLES, IF TAKEN, MAY BE OBTAINED AND/OR VIEWED BY CONTACTING THE DIVISION ENGINEER. IT IS THE OBLIGATION AND RESPONSIBILITY OF THE BIDDER TO MAKE HIS/HER OWN INTERPRETATION OF ALL SUBSURFACE DATA THAT MAY BE AVAILABLE AS TO THE NATURE AND EXTENT OF THE MATERIALS TO BE EXCAVATED, GRADED OR DRIVEN THROUGH. THE BIDDER SHOULD OBTAIN ANY ADDITIONAL INFORMATION AND PERFORM SUCH FIELD INVESTIGATION SWHICH IN HIS/HER JUDGEMENT IS NEEDED TO PRESENT A MORE COMPLETE REPRESENTATION OF THE SUBSURFACE CONDITIONS UPON WHICH TO BASE HIS/HER BID. ALDOT WILL NOT ENTERTAIN ANY CLAIM BASED ON A DIFFERENCE IN ACTUAL SUBSURFACE MATERIALS ENCOUNTERED.
STATE
REFERENCE PROJECT NO
AL
IAR-017-000-011
FISCAL SHEET YEAR NO 2018
21
