PROJECT SHEET NO. TOTAL SHEETS STATE OF S.D. DESIGNED BY DRAWN BY CHECKED BY APPROVED BRIDGE ENGINEER 8 STR. NO. 60-129-235 FOR S. D. DEPT. OF TRANSPORTATION 1 OF ( & ALT. ) HS 20-44 STA. 453+15.00 SEC. 34-T1 13N-R80W PLANS BY : OFFICE OF BRIDGE DESIGN, SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION Q d A d V d Q F Q 100 V F 100 d project based on 25 year frequency. Q Computed discharge for the basin approaching proposed project HYDRAULIC DATA Q Designated peak discharge for the basin approaching proposed = = = max V Maximum computed outlet velocity for the proposed culvert = max 25 Q Design discharge for the proposed culvert based on based on a 100 year frequency. 1570 cfs 3488 cfs year frequency. El. 1634. 5 = based on 100 year frequency. El. 1641. 5 13. 2 fps 16. 7 fps L C Box Culvert Sta. 453 15. 00 + L Roadway Top of Subgrade C P. I. + V. C. 1200. 00’ = + P. I. Sta. 451 00 El. 1638. 00 (Subgr.) = OVER COW CREEK PCN 6394 0 SKEW 1570 cfs 1 19 sq. ft. -X028- 1’ - 0’’ 1’ - 0’’ L C Rdwy 4’ - 0’’ 94’ - 0’’ 22’ - 0’’ (Outlet) 6’’ 8’’ 8’’ 8’’ 8’’ Subgrade Shoulder Subgrade Shoulder 2 : 1 3 : 1 4 : 1 0. 02 ft./ft. 0. 02 ft./ft. 4 : 1 3 : 1 1 7’ - 0’’ 2 : 1 1 7’ - 0’’ F. L. Elev. 1626. 60 F. L. Elev. 1626. 81 F. L. Elev. 1626. 88 F. L. Elev. 1626. 38 F. L. Elev. 1626. 32 Sta. 453 28. 04 Sta. 453 01. 96 PLAN 1 7’ - 0’’ 1 7’ - 0’’ 14 15 F. L. Elev. 1626. 60 -0. 0030 ft./ft. F. L. Grade F. L. Elev. 1626. 32 F. L. Elev. 1626. 88 ELEVATION 1’ - 9’’ Subgrade Elev. 1652. 1 7 Elev. 1651. 67 Elev. 1651. 67 Subgrade Shoulder Subgrade Shoulder Elev. 1647. 42 Elev. 1647. 42 H. W. Elev. 1641. 5 D. H. W. Elev. 1634. 5 Sta. 451 00. 00 P. C. P. T. Sta. 457 00. 00 + Sta. 445 00. 00 + 4. 8858% 29’ - 0’’ 25’ - 0’’ Sta. 453 15. 00 25’ - 0’’ 31’ - 0’’ 23’ - 8’’ 186’ 24’ - 0’’ 47’ - 12’ - 0’’ 12’ - 0’’ 10’ - 0’’ 25’ - 0’’ 25’ - 0’’ (100 yr.) (25 yr.) 3’ - 0’’ Class C Riprap 33’ - 0’’ 16’ - 6’’ 16’ - 6’’ 21’ - 0’’ Class C Riprap 4’ - 6’’ (Typ.) 4’ - 0’’ Class C Riprap Type B Drainage Fabric Type B Drainage Fabric Type B Drainage Fabric Class C Riprap Type B Drainage Fabric - 1. 041 7 % 3’ - 0’’ SITE 2 VERTICAL CURVE DATA P 3804(16)256 12 10’ - 0’’ 14’’ Construction Joint Construction Joint 2’ - 0’’ (Typ.) 3’ - 2’’ Construction Joint Construction Joint 8’’ 12’ - 0’’ 12’ - 0’’ 21’ - 0’’ 4’ - 0’’ 30 (Typ.) 5’ - 8’’ 23’ - 23’ - 22’ - 4 9 28’ - 0’’ 30’ - 0’’ S3 42’ - 0’’ S3 42’ - 0’’ S4 58’ - 0’’ = = = 92’ - 8 8 14’ - 1 1’ - GENERAL DRAWING AND QUANTITIES The elevations shown in these plans are based on the National Geodetic Survey (NGS) North American Vertical Datum of 1988 (NAVD88). INDEX OF CULVERT SHEETS- Sheet No. 1 - General Drawing and Quantities Notes and Undercut Details Sheet No. 2 - Sheet No. 3 - Sheet No. 4 - Sheet No. 5 - Sheet No. 6 - Sheet No. 7 - W. P. TABLE OF WORKING POINTS STATION OFFSET ‘‘A’’ ‘‘B’’ ‘‘C’’ ‘‘D’’ ‘‘E’’ ‘‘F’’ ‘‘G’’ ‘‘H’’ Sheet No. 8 - Details of Standard Plate No. 620. 16 Details of Standard Plate No’s. 460. 02 and 460. 10 Standard S3 Barrel End Section Details Standard S4 Barrel Interior Section Details Standard Inlet Details Standard Outlet Details W. P. ‘‘D’’ W. P. ‘‘A’’ W. P. ‘‘B’’ W. P. ‘‘C’’ W. P. ‘‘E’’ W. P. ‘‘F’’ W. P. ‘‘G’’ W. P. ‘‘H’’ + 453 03. 1 7 453 28. 00 453 02. 00 453 38. 99 453 28. 00 73. 00’ Lt. 73. 00’ Lt. 94. 00’ Lt. 94. 00’ Lt. 71. 00’ Rt. 71. 00’ Rt. 92. 37’ Rt. 92. 37’ Rt. 453 26. 83 453 02. 00 + + + + + + + 1 2 3 4 5 1 2 3 4 5 I TEM UNI T QUANTI TY Class A45 Concrete, Box Culvert Reinforcing Steel Structure Excavation, Box Culvert Box Culvert Undercut Cu. Yd. Lb. Cu. Yd. Cu. Yd. 106188 Class C Riprap Ton Type B Drainage Fabric Sq. Yd. 137. 7 used to convert Cu. Yds. to Tons. For estimating purposes only a factor of 1. 4 tons/cu. yd. was 253 531. 6 NOVEMBER 2005 62’ - 0’’ L C 18’’ CMP L C 18’’ CMP 49’ - 0’’ -X028- ESTIMATED QUANTITIES 1 72 For payment, quantity is based on plan shown undercut dimensions and will not be measured unless the Engineer orders a change. F. L. Elev. 1630. 50 18’’ CMP F. L. Elev. 1630. 70 18’’ CMP 452 91 . 01 + Bottom Limits of Undercut (See Typical Section Sheet No. 2 of 8.) Top Limits of Undercut (See Typical Section Sheet No. 2 of 8.) 1 1’ - 10’’ 1 1’ - 10’’ 10’ - (Typ.) (Typ.) JK SKS/EO SKS/SJ SULLY COUNTY 2 - 12’ X 10’ BOX CULVERT (C. I. P.) 236 ALTERNATE A 1 2 3 4 5 6 Hydraulic Data Index of Sheets 7 8 9 10 Title Block REQUIRED LIST Project Block Estimated Quantities Plan View Elevation View Design Firm or Office 10 7 1 2 5 6 8 4 3 Survey Datum Box 11 Working Point Table 11 9 Reference Box Culvert 01 Horiz.& Vert. Curve Data 12 North Arrow 12
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PROJECT SHEET
NO.
TOTAL
SHEETS
STATE
OF
S.D.
DESIGNED BY DRAWN BY CHECKED BY APPROVED
BRIDGE ENGINEER
8
STR. NO. 60-129-235
FOR
S. D. DEPT. OF TRANSPORTATION
1 OF
( & ALT. )
HS 20-44
STA. 453+15.00
SEC. 34-T1 13N-R80W
PLANS BY :
OFFICE OF BRIDGE DESIGN, SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION
Q d
A d
V d
Q F
Q 100
V
F
100
d
project based on 25 year frequency.
Q Computed discharge for the basin approaching proposed project
HYDRAULIC DATA
Q Designated peak discharge for the basin approaching proposed
=
=
=
max
V Maximum computed outlet velocity for the proposed culvert=max
25
Q Design discharge for the proposed culvert based on
based on a 100 year frequency.
1570 cfs
3488 cfs
year frequency. El. 1634. 5
=based on 100 year frequency. El. 1641. 5
13. 2 fps
16. 7 fps
LC
Box Culvert
Sta. 453 15. 00+
L Roadway
Top of Subgrade C
P. I.
+
V. C. 1200. 00’
=+P. I. Sta. 451 00
El. 1638. 00 (Subgr.)
=
OVER COW CREEK
PCN 6394
0 SKEW
1570 cfs
1 19 sq. ft.
-X028-
1’ - 0’’1’ - 0’’
LC
Rdwy
4’ - 0
’’
94’ - 0’’
22’ - 0’’ (Outlet)
6’’
8’’
8’’
8’’
8’’
Subgrade ShoulderSubgrade Shoulder
2 : 1
3 : 14 : 10. 02 ft./ft.0. 02 ft./ft.4 : 13 : 1
1 7’ - 0’’2 : 1 1 7’ - 0’’
F. L. Elev. 1626. 60
F. L. Elev. 1626. 81
F. L. Elev. 1626. 88
F. L. Elev. 1626. 38
F. L. Elev. 1626. 32
Sta. 453 28. 04
Sta. 453 01. 96
PLAN
1 7’ - 0’’ 1 7’ - 0’’
þÿ�1
�4�
þÿ�1
�5�
F. L. Elev. 1626. 60-0. 0030 ft./ft.
F. L. Grade
F. L. Elev. 1626. 32
F. L. Elev. 1626. 88
ELEVATION
1’
- 9’’
Subgrade
Elev. 1652. 1 7 Elev. 1651. 67Elev. 1651. 67
Subgrade ShoulderSubgrade Shoulder
Elev. 1647. 42 Elev. 1647. 42
H. W. Elev. 1641. 5
D. H. W. Elev. 1634. 5
Sta. 451 00. 00
P. C. P. T.
Sta. 457 00. 00+Sta. 445 00. 00+
4. 8858%
29’ - 0’’25’ - 0’’
Sta. 453 15. 00
25’ - 0’’31’ - 0’’
23
’ -
8’’
þÿ�1�8�6�’� �
24’ - 0
’’
þÿ�4
�7�’
� �-
�
12
’ -
0’’
12
’ -
0’’
10
’ -
0’’
25’ - 0’’ 25’ - 0’’
(100 yr.)
(25 yr.)
3’
- 0
’’
Class C Riprap
33
’ -
0’’
16
’ -
6’’
16
’ -
6’’
21’ - 0’’
Class C Riprap
4’ - 6
’’
(Typ.)
4’
- 0’’
Class C Riprap
Type B Drainage Fabric Type B Drainage Fabric
Type B Drainage Fabric
Class C Riprap
Type B Drainage Fabric
- 1. 041 7 %
3’
- 0’’
SITE 2
VERTICAL CURVE DATA
P 3804(16)256
þÿ�1
�2�
10
’ -
0’’
14’’
Construction Joint
Construction Joint
2’
- 0
’’
(Typ.)
3’
- 2’’
Construction Joint
Construction Joint
8’’ 1
2’
- 0
’’1
2’
- 0
’’
21’ - 0’’ 4’ - 0’’
30 (Typ.)
5’ - 8
’’
þÿ�2
�3�’
� �-
� þÿ�2
�3�’
� �-
�
þÿ�2�2�’� �-� �4� 9
28’ - 0’’30’ - 0’’
S3 42’ - 0’’S3 42’ - 0’’ S4 58’ - 0’’= = =
þÿ�9�2�’� �-
þÿ�8
� þÿ�8
�
þÿ�1
�4�’
� �-
�
þÿ�1
� �1
�’� �-
GENERAL DRAWING AND QUANTITIES
The elevations shown in these plans are based on the National Geodetic
Survey (NGS) North American Vertical Datum of 1988 (NAVD88).
INDEX OF CULVERT SHEETS-
Sheet No. 1 - General Drawing and Quantities
Notes and Undercut DetailsSheet No. 2 -
Sheet No. 3 -
Sheet No. 4 -
Sheet No. 5 -
Sheet No. 6 -
Sheet No. 7 -
W. P.
TABLE OF WORKING POINTS
STATION OFFSET
‘‘A’’
‘‘B’’
‘‘C’’
‘‘D’’
‘‘E’’
‘‘F’’
‘‘G’’
‘‘H’’
Sheet No. 8 - Details of Standard Plate No. 620. 16
Details of Standard Plate No’s. 460. 02 and 460. 10
Standard S3 Barrel End Section Details
Standard S4 Barrel Interior Section Details
Standard Inlet Details
Standard Outlet Details
W. P. ‘‘D’’
W. P. ‘‘A’’
W. P. ‘‘B’’
W. P. ‘‘C’’
W. P. ‘‘E’’
W. P. ‘‘F’’
W. P. ‘‘G’’
W. P. ‘‘H’’
+453 03. 1 7
453 28. 00
453 02. 00
453 38. 99
453 28. 00
73. 00’ Lt.
73. 00’ Lt.
94. 00’ Lt.
94. 00’ Lt.
71. 00’ Rt.
71. 00’ Rt.
92. 37’ Rt.
92. 37’ Rt.
453 26. 83
453 02. 00
+++++++
12
3
4
5
1 23
45
I TEM UNI T QUANTI TY
Class A45 Concrete, Box Culvert
Reinforcing Steel
Structure Excavation, Box Culvert
Box Culvert Undercut
Cu. Yd.
Lb.
Cu. Yd.
Cu. Yd.
106188
Class C Riprap Ton
Type B Drainage Fabric Sq. Yd.
137. 7
used to convert Cu. Yds. to Tons.
For estimating purposes only a factor of 1. 4 tons/cu. yd. was
253
531. 6
NOVEMBER 2005
62’ - 0’’
LC
18’’ CMP
LC
18’’ CMP
49’ - 0’’
-X028-
ESTIMATED QUANTITIES
1 72
For payment, quantity is based on plan shown undercut dimensions
and will not be measured unless the Engineer orders a change.
F. L. Elev. 1630. 50
18’’ CMP
F. L. Elev. 1630. 70
18’’ CMP
452 91 . 01
+
Bottom Limits of Undercut
(See Typical Section
Sheet No. 2 of 8.)
Top Limits of Undercut
(See Typical Section
Sheet No. 2 of 8.)
1 1
’ -
10’’
1 1
’ -
10’’
þÿ�1
�0�’
� �-
(Typ.)
(Typ.)
JKSKS/EO SKS/SJ
SULLY COUNTY
2 - 12’ X 10’ BOX CULVERT (C. I. P.)
236
ALTERNATE A
1
2
3
4
5
6
Hydraulic Data
Index of Sheets
7
8
9
10
Title Block
REQUIRED LIST
Project Block
Estimated Quantities
Plan View
Elevation View
Design Firm or Office
107
1
2
5
68
4
3
Survey Datum Box
11 Working Point Table
11
9
Reference
Box Culvert 01
Horiz.& Vert. Curve Data
12 North Arrow
12
SPECIFICATIONS
Specifications and/or Special Provisions as included in the Proposal.
2. Construction Specifications: South Dakota Standard Specifications for
GENERAL NOTES
1. Design Live Load: HS 20-44, Alternate Loading, and construction
load consisting of one axle with gross weight 95, 850 lbs. The
construction load shall not be applied until a minimum of 3 ft. of
fill has been placed over the Box Culvert. Other construction loads
in excess of legal load must be submitted thru proper channels to the
Office of Bridge Design for analysis.
2. The design of the barrel section is based on a minimum fill height of one
(1) foot and includes all subsequent fill heights up to and including the
Reinforcing Steel fs 24000 p.s.i.
on the wings.
3. Unit Stresses: Concrete fc 1800 p.s.i.
shall be incidental to the other contract items.
I. D. Numbers (see SDDOT Materials Manual).
=
Roads and Bridges, 2004 Edition and required Provisions, Supplemental
length shown in the PLAN view on the General Drawing ( for each S1, S2 etc.
barrel section, as applicable).
2002 Edition (Service Load).
1. Design Specifications: AASHTO Standard Specifications for Highway Bridges
specified and detailed on Standard Plate No. 460. 02
I TEM
and will not be measured unless the Engineer orders a change.
For payment, quantity is based on plan shown undercut dimensions
Box Culvert Undercut
UNI T QUANTI TY
Cu. Yd.
maximum fill height of 15 ft. (S3) and 20 ft. (S4).
4. All Concrete shall be Class A45.
5. All reinforcing steel shall conform to ASTM A615 Grade 60.