Sample Plan General Information cont'd.: PROFILES ...Sample Plan PROFILES ----- CHECKLIST 2. Ditch...
4
Sample Plan PROFILES --------- CHECKLIST 2. Ditch grades (Note: Shown to bottom of slope dressing) 3. Muck excavation limits 4. Subgrade excavation with depths and transitions 5. Bridge approach treatments 6. Rock Excavations Sample Plan PROFILES --------- NARRATIVE References: General Information: The grade line shows the percent of grade of the tangents and lengths of all vertical curves, with stationing and elevations, where changes occur and at points of intersection. Consideration must also be given to fitting the grade to existing and proposed features such as roads, The beginning or termini of specific roadway profiles such as ramps or loops will be controlled by the profiles, cross-slopes, and supers of other roadways. Use an appropriate distance beyond the nose to When two roadways merge, it may simplify the profiles to use only one grade and add a note on the other "Profile grade controlled by adjacent roadway". Use the latest wording for the vertical control note as shown on the plan sheet. Technical Manual: 5-292.300 PROFILES NARRATIVE AND CHECKLIST Design Scene: Chapter 9 - Plan and Profiles For projects with curb and gutter at large or major intersections or major entrances provide spline grades at the gutter line along the radii. See Construction Plan Details for example of spline grade tabulation. All profiles need to be reviewed to see that they meet design speed. For those that do not, a design values can be deemed sufficiently accurate. 1. Vertical control note on first profile sheet 8. Buried utility crossings - gas, oil, power, telephone, etc. 7. Check profile elevations against groundwater elevations The centerline profile of the ground is its side view, drawn to an exaggerated scale and showing the original ground line and proposed elevations. Wherever possible, provide the profile along the defined alignment (whether centerline or offset). If this is not possible, design should provide a spline grade along the defined alignment for staking purposes. It is desirable to show vertical curve design speed parameters on the profiles. Where those do not control, also show the horizontal curve design speed parameters. railroads, bridges, drainage patterns, Right of Way, noise walls, etc. For roadway construction under an Check profile elevations against groundwater elevations. Coordinate any water table clearance issues with Materials, Foundations and/or Water Resources. REVI SI ON DATE 06 / 13 / 18 23-OCT-2019 Top of bridge footing elevations and size of footing may be shown on the plan if deemed necessary. Coordinate horizontal alignment with vertical curvature. See Section 3-4.07 of the Road Design Manual. http://ihub.metro/design/technicalguidance.html Surveys Datum Statements for Plans Road Design Manual: Chapter 3-4; 5-2; 6-3 Include bypass/staging profiles. establish the beginning ramp grade. Extend profiles beyond noses by establishing vertical control points extending beyond the noses along the ramp/loop horizontal alignment. Design Engineer. Any design exception must be noted on the Title Sheet. When tying into existing grades, surveys should provide the inplace profile data, unless mapping The designer should contact Bridge Maintenance and Materials to determine whether clearances under bridges should be increased. General Information cont'd.: Check profile elevations and clearances against existing and proposed utilities. (i.e. excavation-common vs common excavation, etc.). 10. Equations 9. Culvert crossings 11. Alignment Designation 12. Entrance profiles 13. Profile grade, inplace ground line, grading grade designation 18. Drawn by: and Checked by: Initials and Engineer's signature 14. Vertical curve data, grade percentages, stationing 15. High point / low point 16. Bridges 17. Traffic flow arrows Check to make sure that the material labels match the pay item description exception must be requested from Director of the Office of Project Managment/Geometric Design Support/State Technical Memorandum: 17-13-TS-06 Design Speed Guidance for State Highways 18-02-TS-0` Performance-Based Practical Design Guidelines existing roadway bridge, minumum clearances can be found in the LRFD Bridge Design Manual Page No. 2-11.
Transcript of Sample Plan General Information cont'd.: PROFILES ...Sample Plan PROFILES ----- CHECKLIST 2. Ditch...
Sample Plan
PROFILES --------- CHECKLIST
2. Ditch grades (Note: Shown to bottom of slope dressing)
3. Muck excavation limits
4. Subgrade excavation with depths and transitions
5. Bridge approach treatments
6. Rock Excavations
Sample Plan
PROFILES --------- NARRATIVE
References:
General Information:
The grade line shows the percent of grade of the tangents and lengths of all vertical curves, with
stationing and elevations, where changes occur and at points of intersection.
Consideration must also be given to fitting the grade to existing and proposed features such as roads,
The beginning or termini of specific roadway profiles such as ramps or loops will be controlled by the
profiles, cross-slopes, and supers of other roadways. Use an appropriate distance beyond the nose to
When two roadways merge, it may simplify the profiles to use only one grade and add a note on the
other "Profile grade controlled by adjacent roadway".
Use the latest wording for the vertical control note as shown on the plan sheet.
Technical Manual: 5-292.300
PROFILES NARRATIVE AND CHECKLIST
Design Scene: Chapter 9 - Plan and Profiles
For projects with curb and gutter at large or major intersections or major entrances provide spline
grades at the gutter line along the radii. See Construction Plan Details for example of spline
grade tabulation.
All profiles need to be reviewed to see that they meet design speed. For those that do not, a design
values can be deemed sufficiently accurate.
1. Vertical control note on first profile sheet
8. Buried utility crossings - gas, oil, power, telephone, etc.
7. Check profile elevations against groundwater elevations
The centerline profile of the ground is its side view, drawn to an exaggerated scale and showing the
original ground line and proposed elevations.
Wherever possible, provide the profile along the defined alignment (whether centerline or offset). If this
is not possible, design should provide a spline grade along the defined alignment for staking purposes.
It is desirable to show vertical curve design speed parameters on the profiles. Where those do not
control, also show the horizontal curve design speed parameters.
railroads, bridges, drainage patterns, Right of Way, noise walls, etc. For roadway construction under an
Check profile elevations against groundwater elevations. Coordinate any water table clearance issues
with Materials, Foundations and/or Water Resources.
RE
VISIO
N
DA
TE 06/13/18
23-
OC
T-2
01
9
Top of bridge footing elevations and size of footing may be shown on the plan if deemed necessary.
Coordinate horizontal alignment with vertical curvature. See Section 3-4.07 of the Road Design Manual.
http://ihub.metro/design/technicalguidance.html Surveys Datum Statements for Plans
Road Design Manual: Chapter 3-4; 5-2; 6-3
Include bypass/staging profiles.
establish the beginning ramp grade. Extend profiles beyond noses by establishing vertical control points
extending beyond the noses along the ramp/loop horizontal alignment.
Design Engineer. Any design exception must be noted on the Title Sheet.
When tying into existing grades, surveys should provide the inplace profile data, unless mapping
The designer should contact Bridge Maintenance and Materials to determine whether clearances under bridges
should be increased.
General Information cont'd.:
Check profile elevations and clearances against existing and proposed utilities.
(i.e. excavation-common vs common excavation, etc.).
10. Equations
9. Culvert crossings
11. Alignment Designation
12. Entrance profiles
13. Profile grade, inplace ground line, grading grade designation
18. Drawn by: and Checked by: Initials and Engineer's signature
14. Vertical curve data, grade percentages, stationing
15. High point / low point
16. Bridges
17. Traffic flow arrows
Check to make sure that the material labels match the pay item description
exception must be requested from Director of the Office of Project Managment/Geometric Design Support/State
Technical Memorandum: 17-13-TS-06 Design Speed Guidance for State Highways
18-02-TS-0` Performance-Based Practical Design Guidelines
existing roadway bridge, minumum clearances can be found in the LRFD Bridge Design Manual Page No. 2-11.
INPLACE GROUNDLINE
INPLACE GROUNDLINE
-TOP OF FINISHED SURFACE24' LT OF { PROFILE GRADE
-TOP OF FINISHED SURFACE24'RT OF { PROFILE GRADE
EL. 885.41STA. 800+48.33HIGH POINT
EL. 881.29STA. 806+67.15LOW POINT
EL. 881.33STA. 807+62.15LOW POINT
EL. 885.65STA. 800+24.02HIGH POINT
800 805 810
870
880
890
900
870
880
890
900
TRAFFIC
TRAFFIC
PNB100
PSB100
BE
GI
N
CO
NS
T
ST
A
79
6+
60.
00
860
870
900
811 815 820
800 805 810
860
870
880
890
900
815 820
BE
GI
N
CO
NS
T
ST
A
798
+66.
75
811
EQU.
EQU.
VPI
+1
5.
00
EL.
88
6.
08
+0.50%-1.00%
400.00' V.C.
K = 267
ex = -0.75'
VPI
+46.
00
EL.
880.
77
-1.00% +0.30%
450.00' V.C.
K = 346
ex = 0.73'
EQ
UA
TI
ON:
BK
81
0+
39.
52
=
AH
81
0+
29.
48
VP
C
+1
5.
00
EL.
88
5.
08
VP
T
+1
5.
00
EL.
88
4.
08
VP
C
+2
1.
00
EL.
88
3.
02
VP
T
+7
1.
00
EL.
88
1.
44
880
890 EL.
88
3.
80
PROFILE PNB100L24
VPI
+90.
69
EL.
886.
32
+0.50% -1.00%
400.00' V.C.
K = 267
ex = -0.75'
VPI
+41.
00
EL.
880.
82
-1.00% +0.30%
450.00' V.C.
K = 346
ex = 0.73'
EQ
UA
TI
ON:
BK
810
+19.
31
=
AH
810
+29.
48
VP
C
+90.
69
EL.
885.
32
VP
T
+90.
69
EL.
884.
32
VP
C
+16.
00
EL.
883.
07
VP
T
+66.
00
EL.
881.
49
800
EL.
885.
20
PROFILE PSB100R24
1:20
1:20
1.17' TO GRADING GRADE
1.17' TO GRADING GRADE
870
880
890
900
870
880
890
900
860
870
900
860
870
880
890
900
880
890
+8
0
+87
797
798
825
1
1
VERTICAL CONTROL
EL.
88
2.
43
EL.
882.
43
1:201:
20
+75
+50
+75
1:20
1:20
+00
1:20
+5
0
1:20
+3
5
1:201:
20
+0
0
+1
0
1
1.17' TO GRADING GRADE
1.17' TO GRADING GRADE
1
SEE TYPICAL SECTION SHEET NO. 129.FOR ADDITIONAL INFORMATION1
SHEET 1 OF 3
SA
MPLE PL
AN
STATE PROJ. NO. 0000-00
DIS
TRIC
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IPL
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Projects\D
M_
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on_Project\
Desig
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ample
Pla
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nglish\profile.d
gn
profile
Metr
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23-O
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019
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DRAWN BY: GJ CHECKED BY: HS CERTIFIED BY LIC. NO. DATE 00000 SHEET NO. 42 OF 84 SHEETS10/21/17 (T.H. 00)LICENSED PROFESSIONAL ENGINEER
PROFILES
FIL
EN
AM
E:
PNB100
PSB100
1 4.0' EXCAVATION - COMMON
1.33' EXCAVATION - COMMON 1.33' EXCAVATION - COMMON
1 4.0' EXCAVATION - COMMON
1.33' EXCAVATION - COMMON 1.33' EXCAVATION - COMMON
1 4.0' EXCAVATION - COMMON
1 4.0' EXCAVATION - COMMON
RE
VISIO
N
DA
TE 05/0
8/19 THE METRO DISTRICT SURVEYS OFFICE.
CONTACT MNDOT'S OFFICE OF LAND MANAGEMENT OR
FOR INFORMATION ON VERTICAL CONTROL POINTS.
ELEVATIONS FOR THIS PLAN ARE NAVD88 ADJUSTED.
INPLACE GROUNDLINE
INPLACE GROUNDLINE
OF FINISHED SURFACE{ PROFILE GRADE-TOP
OF FINISHED SURFACE{ PROFILE GRADE-TOP
OF FINISHED SURFACE{ PROFILE GRADE-TOP
INPLACE GROUNDLINE
EL. 891.72STA. 31+32.02LOW POINT
EL. 883.00STA. 19+65.94LOW POINT
EL. 882.08STA. 15+59.05LOW POINT
OF FINISHED SURFACE{ PROFILE GRADE-TOP
INPLACE GROUNDLINE
EL. 896.6188STA. 14+18.32HIGH POINT
SURCHARGE
SURCHARGE
EXCAVATION - MUCK
25 30
880
890
900
910
300.00' V.C.
K = 46
100.00' V.C.
K = 17
13 15
880
890
900
910
TRAFFIC
P5NWRAMP
TRAFFIC
P5SWRAMP
VPI
+33.
00
EL.
881.
21
-0.44%
+4.0
0%
435.00' V.C.
+0.33%
165.00' V.C.
VP
C
+15.
50
EL.
882.
18
VP
T
+50.
50
EL.
889.
91
15 20 23
TRAFFIC
P7SERAMP
EL.
90
9.
82
EL.
89
1.
88
EL.
909.
33
P5WBCONTROLLED BY
PSB100CONTROLLED BY
PSB100CONTROLLED BY
STA. 827+54.93
A PT 44' LT PSB100
P5SWRAMP STA. 11+89.24 =
P5EBCONTROLLED BY
12 15 20
880
890
900
PNB100CONTROLLED BY
K = 45
K = 98
-2.00%
VPI
+3
1.
10
EL.
90
9.
09
-0.37%
-5.00%
100.00' V.C.
K = 22
VPI
+0
0.
00
EL.
89
0.
65
-5.00%
+0.70%
350.00' V.C.
K = 61
VP
T
+8
1.
10
EL.
90
6.
59
VP
C
+2
5.
00
EL.
89
9.
40
VP
T
+75.
00
EL.
89
1.
87
1.08' TO GRADING GRADE
1.08' TO GRADING GRADE
1.08' TO GRADING GRADE
EL.
896.
31
VPI
+10.
35
VP
C
+27.
85
EL.
893.
01
EL.
897.
15
VPI
+63.
24
EL.
897.
58
880
890
900
910
870
880
890
900
880
890
900
870 870
P7EBCONTROLLED BY
VP
T
+92.
85
EL.
896.
58
ST
A
1051
+60.
01
A
PT
22'
RT
P7
EB
P7
SE
RA
MP
ST
A.
23
+63.
24
=
VP
C
+8
1.
10
EL.
90
9.
27
EL.
90
9.
47
VPI
+2
7.
66
+2.00%
EL.
908.
84
VPI
+89.
89
+1.24%
VP
T
+31.
14
EL.
908.
11
+7.00
%
EL.
907.
49
VPI
+81.
14
VP
C
+31.
14
EL.
903.
99
VP
C
+40.
00
EL.
886.
38
+0.49%
VPI
+90.
00
EL.
887.
11
VP
T
+40.
00
EL.
897.
61
ST
A.
50
+98.
45
A
PT
24'
LT
P5
EB
P5
SW
RA
MP
ST
A.
17
+89.
89
=
PROFILE P5NWRAMP
PROFILE P5SWRAMP
PROFILE P7SERAMP2
VP
C
+7
0.
00
EL.
89
4.
13
VPI
+4
0.
00
EL.
89
9.
83
+3.3
5%-4.33%
340.00' V.C.
K = 44 VP
T
+1
0.
00
EL.
89
2.
47
VP
C
+9
1.
36
EL.
88
8.
95
-4.33%+1.00%
EL.
881.
63
VPI
+60.
36
VP
T
+29.
36
EL.
88
3.
32
P7WBCONTROLLED BY
EL.
89
4.
13
PSB100CONTROLLED BY
1.08' TO GRADING GRADE
TRAFFIC
PROFILE P7NWRAMP3
P7NWRAMP3
338.00' V.C.
K = 63
870
880
890
900
EL.
882.
87
880
890
900
910
STA. 809+56.46
A PT 41' RT PNB100
P7SERAMP STA. 13+59.96 =
EL.
883.
17
EL.
882.
89
EL.
882.
89
EL.
882.
91
EL.
882.
93
EL.
882.
99
EL.
883.
06
EL.
883.
10
EL.
883.
08
EL.
883.
07
EL.
883.
08
EL.
883.
10
EL.
883.
14
EL.
883.
05
EL.
883.
22
EL.
89
0.
18
EL.
89
0.
34
EL.
89
0.
56
EL.
89
0.
84
EL.
89
1.
19
EL.
89
1.
58
EL.
89
2.
03
EL.
89
2.
52
EL.
89
3.
07
EL.
89
3.
67
EL.
89
0.
08
EL.
88
3.
93
EL.
88
4.
09
EL.
88
4.
20
EL.
886.
03
EL.
886.
02
EL.
886.
06
EL.
886.
09
EL.
886.
11
EL.
886.
13
EL.
886.
02
EL.
886.
14
10
EL.
89
2.
06
EL.
89
2.
24
EL.
89
2.
42
EL.
89
2.
61
EL.
89
2.
79
EL.
89
2.
99
EL.
89
3.
18
EL.
89
3.
37
EL.
89
3.
56
EL.
89
3.
75
EL.
89
3.
94
EL.
89
4.
13
EL.
89
4.
32
EL.
89
4.
52
EL.
89
4.
71
EL.
89
4.
90
EL.
89
5.
09
EL.
89
5.
28
EL.
89
5.
47
EL.
89
5.
53
VPI
+9
1.
00
VPI
+1
6.
00
VPI
+4
1.
00
VPI
+9
1.
00
VPI
+4
1.
00
VPI
+1
6.
00
VPI
+4
1.
00
VPI
+9
1.
00
VPI
+6
6.
00
VPI
+1
6.
00
VPI
+4
1.
00
VPI
+9
1.
00
VPI
+4
1.
00
VPI
+1
6.
00
VPI
+6
6.
00
VPI
+9
1.
00
VPI
+6
6.
00
VPI
+1
6.
00
VPI
+6
6.
00
VPI
+50.
00
VPI
+25.
00
VPI
+75.
00
VPI
+00.
00
VPI
+25.
00
VPI
+50.
00
VPI
+75.
00
+00.
00
STA. 818+27.23
A PT 53' LT PSB100
P7NWRAMP3 STA. 20+31.66 =
VPI
+0
7
VPI
+3
2
VPI
+5
7
VPI
+10
VPI
+35
VPI
+60
VPI
+85
VPI
+10
VPI
+35
VPI
+60
VPI
+85
VPI
+35
VPI
+60
VPI
+85
VPI
+10
VPI
+35
VPI
+10
VPI
+4
9.
00
STA. 1040+42.94
A PT 32' LT P7WB
P7NWRAMP3 STA. 12+70.11 =
VPI
+2
5.
00
VPI
+5
0.
00
VPI
+7
5.
00
VPI
+0
0.
00
VPI
+2
5.
00
VPI
+5
0.
00
VPI
+7
5.
00
VPI
+2
5.
00
VPI
+5
0.
00
VPI
+7
5.
00
VPI
+0
0.
00
VPI
+2
5.
00
VPI
+5
0.
00
VPI
+7
5.
00
VPI
+0
0.
00
VPI
+2
5.
00
VPI
+5
0.
00
VPI
+0
0.
00
VPI
+6
6
VPI
+85
ST
A.
50
+7
2.
56
A
PT
27.
27'
RT
P5
WB
P5
NW
RA
MP
ST
A.
25
+2
7.
66
=
STA. 841+05.32
A PT 52.60' LT PSB100
P5NWRAMP STA. 31+76.18 =
SA
MPLE
PL
AN
SHEET 2 OF 3
STATE PROJ. NO. 0000-00
DIS
TRIC
T #:
IPL
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NA
ME:
Projects\D
M_
ROS\N
on_Project\
Desig
n\S
ample
Pla
n\E
nglish\profile.d
gn
profile
Metr
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23-O
CT-2
019
PL
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D/
RE
VIS
ED:
DRAWN BY: GJ CHECKED BY: HS CERTIFIED BY LIC. NO. DATE 00000 SHEET NO. 43 OF 84 SHEETS10/21/17 (T.H. 00)LICENSED PROFESSIONAL ENGINEER
PROFILES
FIL
EN
AM
E:
P5NWRAMP
P5SWRAMP
P7NWRAMP3
P7SERAMP
4.0' EXCAVATION - COMMON
4.0' EXCAVATION - COMMON
4.0' EXCAVATION - COMMON
4.0' EXCAVATION - COMMON
RE
VISIO
N
DA
TE 05/0
8/19
INPLACE GROUNDLINE
OF FINISHED SURFACE{ PROFILE GRADE-TOP
EL. 907.63STA. 693+00.00LOW POINT
EL. 908.27STA. 696+64.91HIGH POINT
EL. 906.23STA. 703+06.93LOW POINT
EL. 906.94STA. 706+95.70HIGH POINT
SDG LT.-0.55%
SDG LT.+0.50%
SDG LT.-0.60% EL. 902.12
+25EL. 904.12+00
EL. 900.52+07
900
910
920
930
940
950
960
970
980
900
910
920
930
940
950
960
970
980
VPI
+98.
20
EL.
908.
84
-1.65%
-0.10%
715.00' V.C.
K = 461
ex = 1.39'
VP
C
+40.
70
EL.
914.
74
685 690
890
880
EL.
908.
42
TRAFFIC
P694WB1
PROFILE P694WB1
1.42' TO GRADING GRADE
NO. 62716PROP. BR.
+16
+31
ST
A.
709
+04
EN
D
CO
NS
TR
UC
TI
ON
OLD HYY 10
1 BRIDGE APPROACH TREATMENT, SEE STANDARD PLAN SHEET NO.105
11
+17.
31
-1.65% -0.10%
715.00' V.C.
VPI
+55.
70
EL.
908.
49
-0.10% -0.35%
VPI
+00.
00
EL.
907.
28
-0.35% +0.35%
VPI
+00.
00
EL.
908.
68
+0.35% -0.50%
VPI
+71.
66
EL.
905.
82
-0.50% +0.35%
VPI
+95.
70
EL.
907.
31
+0.35% -0.35%
906.
64
695 700 705
1:20
400.00' V.C.
K = 571
ex = 0.35'
400.00' V.C.
K = 471
ex = -0.43'
SSD = 1469'
400.00' V.C.
K = 471
ex = 0.43'
416.62' V.C.
K = 595
ex = -0.36'
SSD = 1750'
VP
C
+87.
38
EL.
906.
58
VP
T
+71.
66
EL.
906.
52
VP
C
+71.
66
EL.
906.
82
VP
T
+00.
00
EL.
907.
68
VP
C
+00.
00
EL.
907.
98
VP
C
+00.
00
EL.
907.
98
VPI
+71.
66
EL.
905.
82
+44
EL.
903.
44
+00
EN
D
SD
G
LT.
EL.
906.
11
+75
BE
G.
SD
G
LT.
STATE PROJ. NO. 0000-00
DIS
TRIC
T #:
IPL
OT
NA
ME:
Projects\D
M_
ROS\N
on_Project\
Desig
n\S
ample
Pla
n\E
nglish\profile.d
gn
profile
Metr
o
23-O
CT-2
019
PL
OT
TE
D/
RE
VIS
ED:
DRAWN BY: GJ CHECKED BY: HS CERTIFIED BY LIC. NO. DATE 00000 SHEET NO. 44 OF 84 SHEETS10/21/17 (T.H. 00)LICENSED PROFESSIONAL ENGINEER
PROFILES
FIL
EN
AM
E:
P694WB1
RE
VISIO
N
DA
TE 06/13/18
3.0' EXCAVATION - COMMON
SHEET 3 OF 3
