summary sheet (roadway) · 2018. 10. 26. · 1 w p:\ \a p p-p w s 0 1-3 4 5.a g e n c y.o k.l o c a...
TRANSCRIPT
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AX01-A
X03_16928(1
7) Su
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ary.d
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6/5/2
017
OKLAHOMA DEPARTMENT OF TRANSPORTATIONDESIGN
ROADWAY DESIGN DIVISIONDRAWN
CHECKED
APPROVED
SQUADSTATE JOB NO. SHEET NO.
STILLWATER
ADAIR CO. US-59
16928(17)
SUMMARY SHEET (ROADWAY)
STATION TO STATION
AX03
LF
221(F)SILT DIKE
TEMPORARY
LF
221(C)FENCESILT
TEMPORARY
SUMMARY OF TEMPORARY SEDIMENT CONTROLS
DESCRIPTION
X
L O C A T I O N
STATION TO STATION
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TOTALS=
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
14.00454+90.24
454+90.24 14.00
459+28.89 14.00
14.00464+38.76
459+26.18 14.00
LT OF RDWY-ACROSS SP. DITCH
RT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS SP. DITCH
RT OF RDWY-ACROSS SP. DITCH
469+72.04 14.00
474+60.95
479+58.15 14.00
14.00
RT OF RDWY-ACROSS DITCH
RT OF RDWY-ACROSS DITCH
RT OF RDWY-ACROSS DITCH
484+58.49 14.00
487+90.72 14.00
491+03.52
491+81.47
14.00
14.00491+34.92
LT OF RDWY-ACROSS DITCH
LT OF RDWY-AROUND INLET
RT OF RDWY-AROUND RCB
RT OF RDWY-ACROSS DITCH
RT OF RDWY-ACROSS DITCH
501+90.70
503+91.70
505+74.26 14.00
509+33.31
509+72.73
LT OF RDWY-AROUND SD
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
510+77.82 14.00
513+73.46
515+82.87 14.00
520+84.44 14.00
523+11.68
515+90.95 14.00
520+87.30 14.00
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
LT OF RDWY-AROUND SD
LT OF RDWY-AROUND RCP
RT OF RDWY-ACROSS DITCH
RT OF RDWY-ACROSS DITCH
527+20.53 14.00
531+42.01
535+86.24 14.00
537+01.27
540+85.50
548+43.77
550+82.85 14.00
14.00
14.00
555+71.64 14.00
565+86.44 14.00
567+82.91
570+84.38 14.00
573+03.58
575+86.65 14.00
580+85.56 14.00
14.00
586+20.08 14.00
590+84.65 14.00
600+82.23 14.00
605+84.87 14.00
610+91.45 14.00
600+88.74 14.00
609+24.83
610+91.61
7.00
14.00
621+74.69 7.00
625+89.16 14.00
620+95.81 14.00
631+57.05
631+54.52
14.00
14.00
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-AROUND INLET
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-AROUND INLET
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS SP. DITCH
RT OF RDWY-ACROSS SP. DITCH
RT OF RDWY-ACROSS DITCH
RT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS SP. DITCH
LT OF RDWY-ACROSS SP. DITCH
RT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
LT OF RDWY-ACROSS DITCH
SUMMARY OF EROSION CONTROL
LE
NG
TH
DESIG
N N
O.
CONCRETE LINER
WID
TH
BO
TT
OM
WA
LLS
CU
RT
AIN
509(D)
CO
NC
RE
TE
CL
ASS C
LOCATION
STATION TO STATION
L O C A T I O N
X
X
TOTALS=
1
230(A)
SOLID SLAB SODDING
232(B)
SEEDING METHOD B
465+00.00 to 467+42.00
495+00.00 to 510+00.00
510+00.00 to 525+00.00
525+00.00 to 540+00.00
540+00.00 to 555+00.00
555+00.00 to 570+00.00
570+00.00 to 585+00.00
585+00.00 to 600+00.00
600+00.00 to 615+00.00
615+00.00 to 630+00.00
630+00.00 to 632+05.00
480+00.00 to 487+54.00
452+48.68 to 465+00.00
465+00.00 to 467+42.00
495+00.00 to 510+00.00
510+00.00 to 525+00.00
525+00.00 to 540+00.00
540+00.00 to 555+00.00
555+00.00 to 570+00.00
570+00.00 to 585+00.00
585+00.00 to 600+00.00
600+00.00 to 615+00.00
615+00.00 to 630+00.00
630+00.00 to 632+05.00
480+00.00 to 487+54.00
454+90.24 to 465+00.00
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X 597.83
8,172.03
1,333.95
4,183.25
2,741.70
1,419.38
5,035.48
3,551.92
5,911.14
3,561.70
24,964.44
2,775.05
24,682.84
3,684.86
8,397.58
4,272.36
4,988.37
2,123.14
7,361.82
3,068.08
13,337.07
4,898.67
9,986.13
4,205.32
6,369.65
3,121.96
7,192.38
25,107.30
5,250.33
1,169.28
467+01.01 to 467+17.09 X 2
491+09.26 to 491+66.61 1X 2
500+35.91 to 501+18.44 10.87 2AX 2
816.08
519+00.00 to 520+00.00 13.28 2AX 3
546+06.48 to 547+00.00
154.30X 6
257.35
4
501+85.25 to 502+00.00 2AX 24
4
547+00.00 to 551+94.09
12.27 2AX 24
16
555+00.00 to 557+00.00
557+00.00 to 559+01.00
559+01.00 to 560+43.30
21.31X 3 2B
62.98X 316
18.67 2AX 34
82.53
14.75
93.52
494.09
200.00
100.00
201.00
142.30
2A
4
AREA
WORK
AREA
WORK
PROTECTION
MULCH
VEGETATIVE
WITH
3.30
3.11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
SUMMARY OF DITCH TREATMENT
561+51.00 to 562+00.00 X 49.00 4 2 2A
446.12TOTALS=
593+51.00 to 594+00.00 X 49.00 4 2 2A
594+00.00 to 597+19.07 X 319.07 16 4 95.66
! DRIVEWAY REALIGNMENT
X 186.11 4 3 19.86490+00.00 to 491+86.11
491+95.61 to 492+09.52 X 13.91 4 2
493+29.43 to 494+53.32 X 123.89 4 3 13.35
2.24
6.60
6.60
1.72
2B
2B
2B
2C
2B
2B
CRL US-59
203,465.01
457+00.00 TO 458+00.00 100.00
472+50.00 TO 486+00.00
X465+12.00 7.00RT OF RDWY-ACROSS DITCH
221(G)TYPE 1
ROCK FILTER DAMTEMPORARY
CY
X466+97.00 7.00RT OF RDWY-ACROSS DITCH
1,350.00
487+40.00 TO 488+70.00 130.00
490+00.00 TO 491+00.00 100.00
14.00
14.00
14.00
14.00
14.00
14.00
14.00
560+00.00 14.00
584+00.00
14.00
14.00597+50.00
596+65.00
14.00
X466+45.81 RT OF RDWY-AROUND INLET
EA
1.00
221(D)FILTER
SEDIMENTTEMPORARY
1.00
14.00
1.00
1.00
4.00728.001,880.00
X618+00.00 TO 620+00.00 200.00LT OF RDWY-TOE OF BACKSLOPE
LT OF RDWY-TOE OF BACKSLOPE
LT OF RDWY-TOE OF SLOPE
LT OF RDWY-TOE OF SLOPE
RT OF RDWY-TOE OF SLOPE
ACSY
1.36
3.63
0.88
6.12
1.94
2.52
1.08
3.60
1.33
4.33
2.29
3.74
2.26
7.05
2.21
8.38
2.29
5.25
2.30
3.07
2.69
4.14
2.16
6.75
3.14
4.32
3.63
0.96
0.74
105.74
L O C A T I O N
X
TOTALS=
X
X
X
X
X
SUMMARY OF RIPRAP
TON TON TON
9.46
601(B)
PLAIN RIPRAP
TYPE I-A
601(C)
FILTER BLANKET
TYPE I-A
601(A)
PLAIN RIPRAP
TYPE I
459+92.95 to 466+19.00
X466+31.00 to 466+78.95
527+66.60
537+94.52 to 543+94.52 X
546+94.52 to 548+44.52
590+94.95 to 594+47.44 X
596+18.94 to 599+17.50
X599+42.50 to 601+86.69
602+13.00 to 606+95.19
619+99.83 to 621+19.00
621+31.00 to 623+99.39
X
STATION TO STATION
57.86
1,511.32
115.77
1,448.44
362.12
121.65
723.58
589.51
1,091.90
287.68
648.46
6,900.43
246.50
18.88
236.25
59.06
19.84
118.02
96.15
178.09
46.92
105.77
1,134.9457.86
11.58
467+42.00 to 480+00.00
467+42.00 to 480+00.00
487+54.00 to 495+00.00
487+54.00 to 495+00.00
509(D)
CO
NC
RE
TE
CL
ASS C
LOCATION
X
X
SUMMARY OF CURB OPENINGS
502+00
511+00
STATION
16.91
20.06
29.82
25.43
27.71
8.97
520+50
522+00
522+00
528+00
528+00
531+50
532+00
TOTALS=
534+00
9.48
554+00
559+50
7.51
562+00
9.84
570+00 9.49
8.31
572+00
586+00
596+00
597+00
9.14
601+25
534+00
540+75
540+75
554+00
559+50
562+00
570+00
597+00
610+00
616+50
622+00
622+00
627+00
627+00
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
3.72
21.33
10.07
18.34
18.34
17.17
70.74
30.27
32.96
15.73
12.00
22.69
22.47
22.23
28.86
13.58
37.66
10.47
86.97
0.91
2.12
3.08
3.06
3.89
2.86
1.05
2.24
1.16
3.64
3.64
2.76
1.65
6.98
3.10
6.27
1.70
1.70
1.14
1.65
1.47
1.34
3.57
2.34
2.30
0.41
1.16
2.92
4.44
1.50
3.74
1.62
0.72
NO.
OPENING
CURB
C1
C2
C3
C4
C5
C6
C7
C8
C9
581+80 X 4.8423.26
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
30.05
24.10
28.07
LE
NG
TH
X
X
SHELVING PROTECTION
SHELVING PROTECTION
SHELVING PROTECTION
SHELVING PROTECTION
SHELVING PROTECTION
SHELVING PROTECTION
SHELVING PROTECTION
SHELVING PROTECTION
SHELVING PROTECTION
SHELVING PROTECTION
BERM CONST.
LF CY
LF FT EA CY
RTLT
RTLT
RTLT
RTLT
RTLT
DATEREVISIONSDESCRIPTION
OKLA.6
FED. ROAD
DIST. NO.STATE JOB PIECE NO.
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETS
OKLAHOMA DEPARTMENT OF TRANSPORTATION
STATION TO STATION
LE
NG
TH
LOCATION
X
SUMMARY OF BRIDGE TRANSITION RAIL
TOTALS=
CRL US-59
LF CY
RTLT
491+68.83 to 491+92.83
X491+68.83 to 491+92.83
24.00
24.00
509(D)
CO
NC
RE
TE
CL
ASS A
A
LB
511(B)
REIN. S
TL.
EP
OX
Y C
OA
TE
D
1.53
1.53
482.68
482.68
3.06 965.36
2 - SEEDING METHOD B1 - SOLID SLAB SODDING
MAINLINE SUBGRADE
1
2
1
2
PERMANENT EROSION CONTROL TYPICAL SECTION
VEGETATIVE MULCH WILL ALSO BE USED AS PROTECTION OVER THE PERMANENT SEEDING.
NOTE: TEMPORARY SEEDING AND VEGETATIVE MULCH SHALL BE USED FOR TEMPORARY EROSION CONTROL