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Sample Plan CONSTRUCTION PLAN DETAILS --------- CHECKLIST 3. Applicable Notes 4. Legend Sample Plan References: General Information: Any modifications to a Standard Plate should be shown as a detailed item. - Large scale intersections - Bridge Approach Treatments - Sheet Piling - Tying New Curb & Gutter to Inplace Pavement CONSTRUCTION PLAN DETAILS --------- NARRATIVE CONSTRUCTION PLAN DETAILS NARRATIVE AND CHECKLIST - Concrete Median Curb Dowels - Bridge Approach Panels For projects with curb and gutter at large or complex intersections, major entrances, cul-de-sacs, gutterline. Include a tabulation of point numbers, and XYZ for all spot elevations along the Sample Plan is a spline grade. 7. Drawn by: and Checked by: Initials and Engineer's signature 6. Cross references to other sheets (as applicable) 1. Detail applicable to work scope Chapter 9 - Plan and Profiles Where shoulders are strengthened for anticipated bus use, do not call for rumble strips. 5-297.233 Bridge Approach Treatment for Abutment on Footing REVI SI ON DATE 10 / 23 / 19 23-OCT-2019 - Reinforced Curb & Gutter at Drainage Structures Standard Plans: 5-297.222 Bridge Approach Panel Layout - (Concrete Barrier on Wingwall) 5-297.223 Bridge Approach Panel Reinforcement Details - (Concrete Barrier on Wingwall) 5-297.225 Bridge Approach Panel Reinforcement Details - (Concrete Barrier on Approach Panel) 5-297.224 Bridge Approach Panel Layout - (Concrete Barrier on Approach Panel) 5-297.227 Bridge Approach Panel Miscellaneous Details 5-297.228 Bridge Approach Panel Joint Layout 5-297.231 Bridge Approach Panel Drainage Details 5-297.234 Bridge Approach Treatment for Integral Abutment 5-297.229 Bridge Approach Panel Joint Details Miscellaneous: pw: \DM_ROS\Non_Project\Design\DetailDrawings\ pw: \OTS\DesignStandards\DesignDetails\ \ \ 5-297.250 Pedestrian Curb Ramp Details (6 Sheets) Examples of Construction Plan Details include but are not limited to the following: - In-Lane Rumble Strips and/or Stripes - ADA Pedestrian Ramp Details - Guardrail End Treatments 2. Bar Scale 5. Dimensions and Incidental Work, if applicable gutterline. The Designer shall ensure proper drainage. The example shown on sheet 40 of this pork chop islands, etc., provide an electronic alignment and profile (spline grade acceptable) at the write-up or notes in the plan. Design Scene: Chapter 3 - Details and ADA 5-297.254 Driveway and Sidewalk Details (4 Sheets) Any pay item that is identified as Modified or Special will require a detail and Special Provision
Transcript
Page 1: retaining wall details - MnDOT

Sample Plan

CONSTRUCTION PLAN DETAILS --------- CHECKLIST

3. Applicable Notes

4. Legend

Sample Plan

References:

General Information:

Any modifications to a Standard Plate should be shown as a detailed item.

- Large scale intersections

- Bridge Approach Treatments

- Sheet Piling

- Tying New Curb & Gutter to Inplace Pavement

CONSTRUCTION PLAN DETAILS --------- NARRATIVE

CONSTRUCTION PLAN DETAILS NARRATIVE AND CHECKLIST

- Concrete Median Curb Dowels

- Bridge Approach Panels

For projects with curb and gutter at large or complex intersections, major entrances, cul-de-sacs,

gutterline. Include a tabulation of point numbers, and XYZ for all spot elevations along the

Sample Plan is a spline grade.

7. Drawn by: and Checked by: Initials and Engineer's signature

6. Cross references to other sheets (as applicable)

1. Detail applicable to work scope

Chapter 9 - Plan and Profiles

Where shoulders are strengthened for anticipated bus use, do not call for rumble strips.

5-297.233 Bridge Approach Treatment for Abutment on Footing

RE

VISIO

N

DA

TE 10/2

3/19

23-

OC

T-2

01

9

- Reinforced Curb & Gutter at Drainage Structures

Standard Plans: 5-297.222 Bridge Approach Panel Layout - (Concrete Barrier on Wingwall)

5-297.223 Bridge Approach Panel Reinforcement Details - (Concrete Barrier on Wingwall)

5-297.225 Bridge Approach Panel Reinforcement Details - (Concrete Barrier on Approach Panel)

5-297.224 Bridge Approach Panel Layout - (Concrete Barrier on Approach Panel)

5-297.227 Bridge Approach Panel Miscellaneous Details

5-297.228 Bridge Approach Panel Joint Layout

5-297.231 Bridge Approach Panel Drainage Details

5-297.234 Bridge Approach Treatment for Integral Abutment

5-297.229 Bridge Approach Panel Joint Details

Miscellaneous: pw: \DM_ROS\Non_Project\Design\DetailDrawings\

pw: \OTS\DesignStandards\DesignDetails\

\

\

5-297.250 Pedestrian Curb Ramp Details (6 Sheets)

Examples of Construction Plan Details include but are not limited to the following:

- In-Lane Rumble Strips and/or Stripes

- ADA Pedestrian Ramp Details

- Guardrail End Treatments

2. Bar Scale

5. Dimensions and Incidental Work, if applicable

gutterline. The Designer shall ensure proper drainage. The example shown on sheet 40 of this

pork chop islands, etc., provide an electronic alignment and profile (spline grade acceptable) at the

write-up or notes in the plan.

Design Scene: Chapter 3 - Details and ADA

5-297.254 Driveway and Sidewalk Details (4 Sheets)

Any pay item that is identified as Modified or Special will require a detail and Special Provision

Page 2: retaining wall details - MnDOT

SECTION A-A

A

A

L

L

VAR

TOP OF CASTING ELEVATION

C STRUCTURE

2'

C CASTING & 27 IN HOLE

3 IN MIN. COVER

27 IN OPENING

2' 2'

0.1' SUMP

2'

27"

4"

MIN. 12"

5"

5"

2

1

CONCRETE INLET PAD

TRAFFIC LANE

TYPE B CONE

SECTION A-A

A

A

L

L

VAR

TOP OF CASTING ELEVATION

C STRUCTURE

VAR

SHLD

3 IN CLEARANCE

2'

C CASTING & 27 IN HOLE

3 IN MIN. COVER

27 IN OPENING

2' 2'

0.1' SUMP

2'

27"

4"7" DEPTH

MIN. 12"

5"

5"

CONCRETE MEDIAN BARRIER

1

2

2

1

4

CONCRETE INLET PAD

ADJACENT TO MEDIAN BARRIER

SUMP

0.1' SUMP

0.1'

INT CURB

D4 OR B4

ADJACENT TO INTEGRANT CURB

PAVEMENT DEPTH

MATCH ADJACENT

TOP OF CURB

3 APPLIES NEXT TO MEDIAN BARRIER.

3 EQUAL SPS.

4

EQ

UA

L

SP

S5"

5"

5" 5"

5'

6'

4

DIMENSIONS

L X W

REINFORCEMENT

(EPOXY COATED)

SQ FT

7"

6.0' x 5.0' 26.0

SAWING CONCRETE

PAVEMENT

(FULL DEPTH)DIMENSIONS

L X W

REINFORCEMENT

(EPOXY COATED)

SQ FT

6.0' x 5.0' 26.0

SAWING CONCRETE

PAVEMENT

(FULL DEPTH)

3 IN CLEARANCE

3 EQUAL SPS.

4

EQ

UA

L

SP

S5"

5"

5" 5"

5'

6'

4

CURB

INTEGRANT

REMOVE

CURB

OR B4 INTEGRANT

CONSTRUCT D4

6 PAVEMENT

CONCRETE

REMOVE

5

6

APPLIES NEXT TO INTEGRANT CURB.

10" INP. WEST OF RIVER 11" INP. EAST OF RIVER.

RAMP PAVEMENT 9" CONCRETE INP.; MAINLINE CONCRETE PAVEMENT

5

SEE MISCELLANEOUS DRAINAGE STRUCTURE ITEMS TABULATION ON SHT. NO. 21 TO 30.

LIST OF ITEMS FOR EACH LIST OF ITEMS FOR EACH

7

PAVEMENT

CONCRETE

REMOVE

3 7

INP. CONCRETE MEDIAN BARRIER

7R

EVISIO

N

DA

TE 10/2

3/19

SA

MPLE PLA

N

SHEET 1 OF 3

NO. 5 BARS @ 12 IN SPACINGNO. 5 BARS

NO. 5 @ 4 IN SPACING

(DRILL & GROUT)

NO. 4 TIE BAR 18" LONG

NO. 5 BARS NO. 5 BARS @ 12 IN SPACING

NO. 5 @ 4 IN SPACING

(DRILL & GROUT)

NO. 4 TIE BAR 18" LONG

INPLACE OR NEW DRAINAGE STRUCTURE.

0.88'

NO 5 BARS

TIE BARS

GROUT NO. 4

DRILL &

NO 5 BARS

TIE BARS

GROUT NO. 4

DRILL &

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\c

onstd

et.dgn

constd

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23-O

CT-2

019

PL

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D/

RE

VIS

ED:

DRAWN BY: CT CHECKED BY: HS CERTIFIED BY LIC. NO. DATE 00000 SHEET NO. 39 OF 84 SHEETS1/31/13 (T.H. 00)LICENSED PROFESSIONAL ENGINEER

CONSTRUCTION PLAN DETAILS

FIL

EN

AM

E:

SA

MPLE PLA

N

0.0' TO 1.0' ADJUSTING RINGS. MORTAR BETWEEN CASTING AND RINGS AND

STRUCTURE AND RINGS. (INCIDENTAL)

CONCRETE MIX 3A41HE

ALL ITEMS ARE INCLUDED IN CONCRETE INLET PAD PAY ITEM.

CONCRETE MIX 3A41HE

Page 3: retaining wall details - MnDOT

{ GUTTER4

50

SCALE IN FEET

+12.

38

EL.

968.

90

EL.

969.

07

EL.

969.

17

+28.

71

EL.

969.

28

+52.

84

EL.

968.

92

EL.

968.

55

EL.

968.

10

968.

77

10 11

960

970

EL.

970.

99

EL.

970.

55

EL.

970.

06

+22.

52

EL.

969.

57

+53.

15

EL.

969.

08

EL.

968.

59

EL.

968.

30

EL.

968.

13

EL.

968.

24

EL.

968.

61

EL.

969.

04

EL.

969.

50

EL.

969.

98

EL.

970.

49

+59.

46

EL.

970.

96

10 11 12 13 14 960

970

+

00.

00

G44 G45

G46

G47

G48

G49

G50

G5

1 G52

+90.

09

G53

G54

G55

G56

G57

G58

G59

G60

G61

G62

G63

G64 G65 G66 G67

G68

G53

EL.

971.

14

EL.

971.

14

+00.

00

965

965

975

G66

G67

G68

G53

G54

G47G48

G46

G45

G44

R10

G50

G49

G51 G52

G59

G60

G61

G62

G63

G64

R11

G55

G56

G57

G58

G65R13

{ W36NHIL

{ NFR_RDABT

EL.

968.

70

10

10

{ NFRONT

{ SHILW36

{ SBHILT

{ NBHILT

R12

15

15

15

10

10

POINTS PROFILEGUTTER4

NO.POINT ALIGNMENT STATION X Y ELEVATION

G44 GUTTER4 10+00.00 469,703.26 205,959.34 968.70

G45 GUTTER4 10+12.38 469,702.92 205,971.71 968.90

G46 GUTTER4 10+24.76 469,702.58 205,984.09 969.07

G47 GUTTER4 10+26.73 469,703.44 205,985.78 969.17

G48 GUTTER4 10+28.71 469,705.32 205,986.00 969.28

G49 GUTTER4 10+52.84 469,728.62 205,979.95 968.92

G50 GUTTER4 10+76.98 469,752.70 205,979.76 968.55

G51 GUTTER4 11+07.04 469,782.60 205,982.84 968.10

G52 GUTTER4 11+37.11 469,812.57 205,985.16 968.77

POINTS PROFILEGUTTER5

NO.POINT ALIGNMENT STATION X Y ELEVATION

G53 5GUTTER 10+00.00 469,602.60 206,060.49 971.14

G54 5GUTTER 10+30.63 469,632.44 206,054.55 970.99

G55 5GUTTER 10+61.26 469,657.75 206,037.64 970.55

G56 5GUTTER 10+91.89 469,674.66 206,012.33 970.06

G57 5GUTTER 11+22.52 469,680.60 205,982.49 969.57

G58 5GUTTER 11+53.15 469,674.66 205,952.64 969.08

G59 5GUTTER 11+83.78 469,657.75 205,927.33 968.59

G60 5GUTTER 12+14.41 469,632.44 205,910.42 968.30

G61 5GUTTER 12+45.04 469,602.60 205,904.49 968.13

G62 5GUTTER 12+75.67 469,572.75 205,910.42 968.24

G63 5GUTTER 13+06.31 469,547.44 205,927.33 968.61

G64 5GUTTER 13+36.94 469,530.53 205,952.64 969.04

G65 5GUTTER 13+67.57 469,524.60 205,982.49 969.50

G66 5GUTTER 13+98.20 469,530.53 206,012.33 969.98

G67 5GUTTER 14+28.83 469,547.44 206,037.64 970.49

G68 5GUTTER 14+59.46 469,572.75 206,054.55 970.96

G53 5GUTTER 14+90.09 469,602.60 206,060.49 971.14

+30.

63

+

61.

26

+91.

89

+83.

78

+14.

41

+45.

04

+75.

67

+06.

31

+36.

94

+67.

57

+98.

20

+28.

83

+24.

76

+26.

73

+76.

98

+07.

04

+37.

11

15

10

15

LOW POINT

POINTS RADIUSGUTTER4 NO.POINT X Y (FT)RADIUS

R10 469,704.58 205,984.14 2

R11 469,741.41 206,077.11 98

R12 469,888.41 204,809.19 1178.41

POINTS RADIUSGUTTER5 NO.POINT X Y (FT)RADIUS

R13 469,602.60 205,982.49 78

1178.41

98

LOW POINT

{ GUTTER5

GUTTER5

{ GUTTER5

FOR PEDESTRIAN RAMP DETAILS SEE SHEET NO. 213. 2

FOR PEDESTRIAN RAMP DETAILS SEE SHEET NO. 212.1

1

2

2

R 16.5'

STATE PROJ. NO. 0000-00

DIS

TRIC

T #:

IPL

OT

NA

ME:

Projects\D

M_

ROS\N

on_Project\

Desig

n\S

ample

Pla

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onstd

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23-O

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019

PL

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TE

D/

RE

VIS

ED:

DRAWN BY: AO CHECKED BY: HG CERTIFIED BY LIC. NO. DATE 00000 SHEET NO. 40 OF 84 SHEETS10/24/17 (T.H. 00)LICENSED PROFESSIONAL ENGINEER

CONSTRUCTION PLAN DETAILS

FIL

EN

AM

E:

RE

VISIO

N

DA

TE 05/0

1/19

SA

MPLE PLA

N

SHEET 2 OF 3

Page 4: retaining wall details - MnDOT

G231

G232

INPLACE GROUNDLINE

SAWCUT

SAWCUT

SAWCUT

PROPOSED GUTTERLINE PROFILE

EL. 896.41

-0.27% -0.19%-0.30%

-0.54% -0.58%

EL. 894.92

G222

G223

G224

G225

G226

G227

G228

G229

G230

G233

G234

G235

G236 G237 G238

POINTS PROFILEGUTTER

G222 509050.0410 157722.6280

G223 509064.4010 157752.9110 896.32

G224 509069.3340 157786.0610 896.23

G225 509069.6100 157818.7860 896.14

G226 509069.9050 157843.7840 896.09

G227 509070.2000 157868.7820 896.05

G228 509070.4960 157893.7810 896.00

G229 509070.7910 157918.7790 895.95

G230 509071.0870 157943.7770 895.88

G231 509071.3820 157968.7750 895.80

G232 509071.6770 157993.7740 895.73

G233 509071.9730 158018.7720 895.65

G234 509072.2680 158043.7700 895.52

G235 509073.0340 158068.7580 895.38

G236 509073.3840 158093.7540 895.25

G237 509073.6170 158118.7530 895.11

G238 509073.8500 158143.7520 894.96

POINTSRADIUS

R130 509150.3930 159961.8890 114

0.83' TO GRADING GRADE

UTICAGUT

UTICA AVE.

40

SCALE IN FEET

10

13

10 11 12 13 14

900

R130

892

894

896

898

900

892

894

896

898

896.41

EL. 896.32

EL. 896.23

EL. 896.14

EL. 896.09

EL. 896.05

EL. 896.00

EL. 895.95

EL. 895.88

EL. 895.80

EL. 895.73

EL. 895.65

EL. 895.52

EL. 895.38

EL. 895.25

EL. 895.11

EL. 894.96

G222

G223

G224

G225

G226

G227

G228

G229

G230

G231

G232

G233

G234

G235

G236

G237

G238

NO.POINT X Y RADIUS

NO.POINT X Y ELEVATION

B618 C&G

NWALLB2

{ PSB100

{ PNWRAMP RWALL3

EL. 894.57

SA

WC

UT

1

1

2

B618 C&G

B618

VA

R

VAR

12'

2 SELECT GRANULAR MATERIAL.

1 SEE INSET I ON SHEET NO. 124.

R/

W

840

27 30M

VB85471

TB

C 6

X1

8

MVB85472

TB

C

6X1

8

MVB85473

TB

C

6X

18

MVB85474

TB

C

6X1

8

MVB85475

TB

C 6

X1

8

MVB85476

TB

C

6X

18

MVB85477

TB

C

6X

18

MVB85478

TB

C

6X

18

MVB85479

TB

C 6

X1

8

MVB85480

TB

C 6

X1

8

MVB85481

TB

C

6X

18

MVB85482

TB

C

6X

18

MVB85493

TB

C

6X

18

MVB85494

TB

C 6

X18

MVB85495

TB

C

6X18

MVB85496

TB

C 6

X18

STATE PROJ. NO. 0000-00

DIS

TRIC

T #:

IPL

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NA

ME:

Projects\D

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ROS\N

on_Project\

Desig

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ED:

DRAWN BY: GLJ CHECKED BY: HS CERTIFIED BY LIC. NO. DATE 00000 SHEET NO. 41 OF 84 SHEETS1/31/18 (T.H. 00)LICENSED PROFESSIONAL ENGINEER

CONSTRUCTION PLAN DETAILS

FIL

EN

AM

E:

SHEET 3 OF 3UTICA AVE

PLA

N

SA

MPLE

RE

VISIO

N

DA

TE 10/2

3/19


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