OR_DOT_20(3)_Plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2021.04.05 11:17:39 -07'00'

WOOD BREAKAWAY POSTS

TERMINAL

MIDWEST GUARDRAIL SYSTEM NON-FLARED ENERGY-ABSORBING

MIDWEST GUARDRAIL SYSTEM GRADING FOR TERMINALS

(NUTS, BOLTS, WASHERS AND MISC.)

MIDWEST GUARDRAIL SYSTEM STANDARD HARDWARE

MIDWEST GUARDRAIL SYSTEM (W-BEAM)

MIDWEST GUARDRAIL SYSTEM WOOD POST AND BLOCK

EXTRUDED ASPHALT CURB DETAIL

STAGING AREA PLAN

LOWER SUNKEN GRADE MAINTENANCE DRIVEWAY

SURVEY CONTROL

UPPER SUNKEN GRADE PLAN AND PROFILE

LOWER SUNKEN GRADE PLAN AND PROFILE

REMOVAL ITEMS

TABULATION OF QUANTITIES

TYPICAL SECTIONS

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

E. ROADWAY DETAILS

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARY OF QUANTITIES

A. GENERAL INFORMATION

INDEX TO SHEETS

E.9

E.8

E.7

E.6

E.5

E.4

E.3

E.2

E.1

D.8

D.6-7

D.4-5

D.3

D.1-2

C.1-2

B.1-3

A.4

A.3

A.2

A.1

A.2

STATE PROJECT

NUMBER

SHEET

D e f a u lt c p w w o r k \d

\o r a a b .d g n

OR DOT 20(3)

:5

A M

M a r c h

W il li a m

M c Q u is to n

C h e c k e d b y

D e s ig n e d b y

FASCIA WALL DETAILS

ANCHOR DETAILS

SOLDIER PILE SCHEDULE

GENERAL NOTES

PLAN AND ELEVATION

STD E629-01, SLOPE STABILIZATION WITH MATTING

STD W157-21, FIBER ROLL

CONTROL PRODUCT

STD W157-16, CHECK DAM WITH ROLLED EROSION

STD W157-15, CHECK DAM MODERATE GRADES

STD W157-1, SILT FENCE

UPPER SUNKEN GRADE EROSION CONTROL PLAN

LOWER SUNKEN GRADE EROSION CONTROL PLAN

EROSION CONTROL QUANTITIES

H. SOLDIER PILE WALL

G. EROSION CONTROL

H.6-7

H.5

H.4

H.3

H.1-2

G.8

G.7

G.6

G.5

G.4

G.3

G.2

G.1

J. PERMANENT TRAFFIC CONTROL

J.9

J.8

J.7

J.6

J.5

J.4

J.3

J.2

J.1

PSST SIGN SLIP BASE FOUNDATION

PSST SIGN SUPPORT INSTALLATION

TRAFFIC DELINEATORS INSTALLATION FOR SPECIAL APPLICATIONS

TRAFFIC DELINEATORS FOR NON-FREEWAYS

TYPE I & IU STEEL POST DETAILS

TRAFFIC DELINEATORS

PAVEMENT MARKING STANDARD DETAIL BLOCKS

PERMANENT TRAFFIC CONTROL PLANS

TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIES

TEMPORARY TRANSVERSE RUMBLE STRIPS

2-LANE, 2-WAY ROADWAYS

TEMPORARY IMPACT ATTENUATORS TYPICAL INSTALLATIONS

TEMPORARY IMPACT ATTENUATORS

TEMPORARY SIGN SUPPORTS

TEMPORARY BARRICADE DETAILS

TEMPORARY PAVEMENT MARKINGS

TYPICAL ABRUPT EDGE DELINEATION

SIGN INSTALLATION WOOD POST

SECURING CONCRETE BARRIER TO ROADWAY

PRECAST CONCRETE BARRIER PIN AND LOOP ASSEMBLY

SIGN DETAILS

UPPER SUNKEN GRADE WINTER SHUTDOWN

UPPER SUNKEN GRADE TTC SINGLE LANE CLOSURE

CLOSURE SITE ADVANCE SIGNING

ADVANCE CLOSURE SIGNING MAP

TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

I. TEMPORARY TRAFFIC CONTROL

I.18

I.17

I.16

I.15

I.13-14

I.12

I.11

I.10

I.9

I.8

I.7

I.6

I.5

I.4

I.3

I.2

I.1

STD 602-6, PIPE CULVERT INLET TREATMENT IN CUT SLOPES

STD 602-3, METAL AND PLASTIC PIPE CULVERT BEDDING

STD 602-2, METAL PIPE CULVERT COUPLING BAND

STD 602-1, METAL PIPE CULVERT

CULVERT RIPRAP HEADWALL DETAILS

DRAINAGE DETAILS

WALL UNDERDRAIN OUTLET PIPE DETAIL

CULVERT PROFILE STA. 75+11.93

CULVERT PLAN STA. 75+11.93

CULVERT PROFILE STA. 72+15.98

CULVERT PLAN STA. 72+15.98

TABULATION OF DRAINAGE QUANTITIES

F. DRAINAGE

F.12

F.11

F.10

F.9

F.8

F.7

F.6

F.5

F.4

F.3

F.2

F.1

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J -

TYPICAL

SECTIONS

PLAN AND

PROFILES

ROADWAY

DETAILS DRAINAGE EROSION

CONTROL

SOLDIER

PILE WALL

DETAILS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1000 15101-0000 MOBILIZATION LPSM All ALL

A1020 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM All ALL

A1040 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM All ALL

A1060 15401-0000 CONTRACTOR TESTING LPSM All ALL

A1080 15501-0000 CONSTRUCTION SCHEDULE LPSM All ALL

A1100 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 290 20 310

A1120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 440 30 470

A1140 15706-0200 SOIL EROSION CONTROL, CHECK

DAM (FILTER ROCK) EACH 14 14

A1160 20103-0000 CLEARING AND GRUBBING SQYD 5,792 208 6,000

A1180 20301-0700 REMOVAL OF DELINEATOR EACH 17 17

A1200 20301-1400 REMOVAL OF INLET EACH 1 1

A1220 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A1240 20301-2400 REMOVAL OF SIGN EACH 2 2

A1260 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 6,665 509 128 7,302

A1280 20315-0000 SAWCUTTING PAVEMENT LNFT 1,130 120 1,250

A1300 20401-0000 ROADWAY EXCAVATION CUYD 7,047 358 595 8,000

A1320 20411-0000 SELECT BORROW TON 97 3 100

A1340 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 534 26 560

A1360 20701-0100 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE A

(NONWOVEN) SQYD 131 9 140

A1380 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(NONWOVEN) SQYD 7,491 409 7,900

A1400 20810-0000 SHORING AND BRACING

(TEMPORARY) LPSM All ALL

A1420 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 35 5 40

A1440 25101-2400 PLACED RIPRAP, METHOD B,

CLASS 4 CUYD 100 10 110

A1460 25125-0000 BOULDER EACH 12 12

A1480 25126-0000 REMOVE AND RESET BOULDER EACH 6 6

A1500 25601-0000 GROUND ANCHOR EACH 87 87

A1520 25605-0000 PERFORMANCE TEST EACH 5 5

A1540 26302-0000 TIMBER LAGGING SQFT 11,560 11,560 Contract Quantity MileStone: Final Date Completed: In Progress Report Date: 04/14/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A pr

-2

5:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0

O

R D

O T

(3

S um m ar y of

Q ua nt iti es .x ls m

]S he et

STATE PROJECT

B.1DOT 20(3)OR

SHEET

NUMBER

TYPICAL

SECTIONS

PLAN AND

PROFILES

ROADWAY

DETAILS DRAINAGE EROSION

CONTROL

SOLDIER

PILE WALL

DETAILS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1560 26303-0000 CONCRETE LAGGING Contract Quantity

(Cast-in-place concrete

Fascia) SQFT 13,180 13,180

A1580 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 2,304 167 229 2,700

A1600 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 2,536 216 148 2,900

A1620 41201-0000 TACK COAT TON 4.7 0.2 0.1 5.0

A1640 55505-0000 STRUCTURAL STEEL SOLDIER PILE LNFT 2,776 2,776 Contract Quantity

A1660 56501-0300 DRILLED SHAFT, 30-INCH Contract Quantity

DIAMETER LNFT 1,180 1,180

A1680 60201-0800 24-INCH PIPE CULVERT LNFT 100 100

A1700 60406-0000 INLET ADJUSTMENT EACH 1 1

A1720 60901-2300 CURB, ASPHALT, 6-INCH DEPTH LNFT 458 7 465

A1740 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 525 525

A1760 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 2 2

A1780 62017-0500 DRY STACKED STONE MASONRY

HEADWALL FOR 24-INCH PIPE

CULVERT EACH 2 2

A1800 62201-0050 DUMP TRUCK, 5 CUBIC YARD

MINIMUM CAPACITY HOUR 60 60

A1820 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 30 30

A1840 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH SQYD 4,796 204 5,000

A1860 62501-0000 TURF ESTABLISHMENT ACRE 1.6 1.6

A1880 62525-0000 WATER MGAL 130 130

A1900 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 2,740 140 2,880

A1920 63309-0000 DELINEATOR EACH 17 17

A1940 63316-1000 REMOVE AND RESET SIGN EACH 16 16

A1960 63401-0000 PAVEMENT MARKINGS (WHITE) LNFT 7,844 7,844

A1980 63401-0000 PAVEMENT MARKINGS (YELLOW) LNFT 7,842 7,842

A2000 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 6 6

A2020 63502-1250 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 42-INCH EACH 12 12

A2040 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 60 60

-A pr -2

5:

P M

MileStone: Final Date Completed: In Progress Report Date: 04/14/21 c:

\p w -w or k\ d0

O

R D

O T

(3

S um m ar y of

Q ua nt iti es .x ls m

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.2DOT 20(3)OR

TYPICAL

SECTIONS

PLAN AND

PROFILES

ROADWAY

DETAILS DRAINAGE EROSION

CONTROL

SOLDIER

PILE WALL

DETAILS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A2060 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 60 60

A2080 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 15 15

A2100 63502-2100 TEMPORARY TRAFFIC CONTROL,

CRASH CUSHION EACH 2 2

A2120 63502-3300 TEMPORARY TRAFFIC CONTROL,

PORTABLE RUMBLE STRIP EACH 4 4

A2140 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 700 700

A2160 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 12,084 12,084

A2180 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 777.0 777.0

A2200 63507-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER DAY 148 148

A2220 63507-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR DAY 74 74

A2240 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 74 74

A2260 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 59 6 65

-A pr -2

5:

P M

MileStone: Final Date Completed: In Progress Report Date: 04/14/21 c:

\p w -w or k\ d0

O

R D

O T

(3

S um m ar y of

Q ua nt iti es .x ls m

]S he et

3) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.3DOT 20(3)OR

SHEET 2 OF 2

LSG

USG

LEGEND

Lower Sunken Grade Upper Sunken Grade9

:3

A p r il

D

Q ty s S h e e t o f p w w o r k

\d

\o r f a .d g n

OF QUANTITIES

TABULATION

STATE PROJECT

NUMBER

OR DOT 20(3) D.2

N

Pavement

50+00 Sawcut

Pavement

59+75.63 Sawcut to remain delineator

Existing

Install delineator

Removal of delineator

51+36, LT

Install delineator

Removal of delineator

50+48, LT

Install delineator

Removal of delineator

50+66, RT

Install delineator

Removal of delineator

51+88, LT

Install delineator

Removal of delineator

53+33, RT

Line to be Constructed

Install delineator

Removal of delineator

55+86, RT

Install delineator

Removal of delineator

57+64, RT

Install delineator

Removal of delineator

58+59, RT

milepost 56 marker

Remove and reset

Install delineator (2 total), delineator (2 total), 72+39, RT, Removal of Install delineator

Removal of delineator

73+56, RT

Install delineator of delineator, Removal

73+66, RT

Line to be constructed

Install delineator delineator, Removal of

75+04, RT

Install delineator

Removal of delineator, 75+62, LT

Install delineator

Removal of delineator, 75+59, LT pipe culvert

Removal of

75+11.63

Removal of inlet

75+11.63, Lt pipe culvert

Removal of

72+15.98

Pavement

68+00 Sawcut

Pavement

78+00 Sawcut delineator

Install delineator, Removal of

71+83, RT

Install delineator

Removal of delineator, 72+24, LT

Install delineator

Removal of delineator, 73+41, RT

N

D I

D I

D I

NO SCALE

LEGEND

Removal of Pavement, Asphalt

LOWER SUNKEN GRADE

6 5

UPPER SUNKEN GRADE

3 7

NOTES:

See Sheet J.2 for remove and reset signs.1)

:2

P

A p r il

D e f a p w w o r k

\d

\o r f b

.d g n

REMOVAL ITEMS

STATE PROJECT

NUMBER

OR DOT 20(3) D.3

N50°20'51"E

N29°16'5 2"E

.0

C

.8

T

.1

C

8 6

3N

USG

U S

G

Posts (See E Sheets)

Type 2 Class A Wood

Guardrail System MGS, 70+71 to 76+00, RT

Clearing limits

Clearing limits

Line to be constructed

Existing ground

Existing ground

Profile grade

Profile grade

Right of Way

RESUME PROJECT

OR DOT 20(3)

68+00 (MP 55.98)

HLSD = HEAD LIGHT SIGHT DISTANCE

SSD = STOPPING SIGHT DISTANCE

LEGEND

See H_Sheets

Construct Soldier Pile Wall

71+40 to 75+48, (RT)

El=2200.51

E=7,751,415.6030

N= 274,063.8891

See F Sheets for details

Install 24-inch Pipe Culvert

72+15.98

S E

E F

S H

E E

T S

F O

R D

E T

A

IL

S

IN

S

T A

L L

-I N

C H

P

IP

E C

U L

V E

R T

R E

M O

V A

L O

F P

IP

E

C U

L V

E R

T

.9

Pavement

Sawcut

68+00

PAVEMENT CONNECTION DETAIL

NTS

100' Smooth connection

P r o je c t li m it tack coat joint

4" Vertical saw cut, pavement

Existing

See Sheet C.1 structure, Pavement

Sawcut Pavement

68+00 to 78+00

Limits

Construction

Construction limits

Clearing and drain, See Sheet F.6

Outlet 6" wall

71+73.85, RT

pipe culvert

Removal of

72+15.98

Type MGS Tangent

Terminal Section, 70+71, Rt

Method B, Class 3

Placed riprap, 71+30, RT

Method B, Class 3

Placed riprap, 72+15.98, LT

Method B, Class 4

Placed riprap, 72+15.98, RT

Limits

Construction

(6 total)

Place Boulders

70+85, RT

18302

CP

18301

CP

CP

18303

Place unclassified borrow

71+40 to 75+48, (RT)

FOOTNOTE:

[1]

See section A-A on Sheet H.6.

maintain a 3-inch overlap with the bottom of the wall cap.

with unclassified borrow conserved from road excavation to 71+40 to 75+48, (RT) Fill area between road structure and wall

[1]

68+00 68+50 69+00 69+50 70+00 70+50

2,200 2,200

2,202 2,202

2,204 2,204

2,206 2,206

2,208 2,208

2,210 2,210

2,212 2,212

2,214 2,214

2,216 2,216

68+00 68+50 69+00 69+50 70+00 70+50

2,200 2,200

2,202 2,202

2,204 2,204

2,206 2,206

2,208 2,208

2,210 2,210

2,212 2,212

2,214 2,214

2,216 2,216

5.

7%

71+00 71+50 72+00 72+50

2,214 2,214

2,216 2,216

2,218 2,218

2,220 2,220

2,222 2,222

2,224 2,224

2,226 2,226

2,228 2,228

2,230

5.

7% htped hcni-6 ,tlahpsa ,bruC

+33 to 76+00, RT71

+5.

7% e = 8%

L = 183.84'

T = 92.97'

R = 500.00'

Δ = 21°04'00" (LT)

PI 68+72.97

e = 8% L = 327.28' T = 171.26' R = 450.00'

Δ = 41°40'14" (RT)

PI 73+11.39

:3

A p ri l

P la n

S h e e t] p w

-w o rk

\d \o r_ fe

.d g n

STATE PROJECT

NUMBER

OR DOT 20(3) D.6

PLAN AND PROFILE

UPPER SUNKEN GRADE

SHEET 1 OF 2

DI

DI

MW

5 7 6 7 7 7

N

Construction limits

Clearing, and

Construction limits

Line to be constructed

Existing ground

Existing ground Profile grade

Profile grade

END PROJECT

OR DOT 20(3)

(MP 56.18)

78+00

HLSD = HEAD LIGHT SIGHT DISTANCE

SSD = STOPPING SIGHT DISTANCE

LEGEND

See H_Sheets

Construct Soldier Pile Wall

71+40 to 75+48, (RT) e = 8%

L = 236.00'

T = 121.74'

R = 390.17'

Δ = 34°39'25" (RT)

PI 78+86.93

El=2254.56 E=7,752,164.2169 N= 274,657.3388

Posts (See E Sheets) Type 2 Class A Wood Guardrail System MGS, 70+71 to 76+00, RT

See F Sheets for Details Install 24-inch Pipe Culvert 75+11.93

Pavement Sawcut 78+00

100' Smooth connection

P ro je c t li m it

PAVEMENT CONNECTION DETAIL

See Sheet C.1 structure, Pavement

Clearing limits

Sawcut Pavement 68+00 to 78+00 pipe culvert Removal of 75+11.93

Removal of inlet 75+11.93, Lt

Type MGS Tangent Terminal Section, 76+00, Rt

Method B, Class 4 Placed riprap, 75+11.93, RT

(6 total) Place Boulders

75+82, RT

CP

18303

CP

18304

Inlet Adjustment

77+51.09, RT

73+00 73+50 74+00 74+50 75+00 75+50 76+00

2,226 2,226

2,228 2,228

2,230 2,230

2,232 2,232

2,234 2,234

2,236 2,236

2,238 2,238

2,240 2,240

2,242 2,242

76+50 77+00 77+50 78+00

2,240 2,240

2,242 2,242

2,244 2,244

2,246 2,246

2,248 2,248

2,250 2,250

2,252 2,252

2,254 2,254

2,256 2,256

+7.

8%

+5.2

+7.

8%

.2

' VC150

79K =

'2426.53HLSD =

PI 73+11.39

Δ = 41°40'14" R = 450.00 T = 171.26 L = 327.28 e = 8% htped hcni-6 ,tlahpsa ,bruC

71+33 to 76+00, RT

5.2

:3

A p ri l

P la n

S h e t] p w

-w o rk

\d \o r_ fe

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STATE PROJECT

NUMBER

OR DOT 20(3) D.7

PLAN AND PROFILE

UPPER SUNKEN GRADE

SHEET 2 OF 2

GRADING FOR TERMINALS

MIDWEST GUARDRAIL SYSTEM

ODOT Standard Dwg. RD419

E.7

STATE PROJECT

NUMBER

SHEET

S ta n d a r d p w w o r k

\d

\o r s h

.d g n

OR DOT 20(3)

:3

A p r il

C h e c k e d b y

D e s ig n e d b y r d

.d g n

J U

L

Normal edge of paved shldr.

(Where reqd.)

Drainage curb

(min.)

2'

F a c e o f r a il

(Where reqd.)

Drainage curb

SECTION A-A

SECTION B-B

B

B

A

A

A

A o f p a v e d s h ld r

N o r m a l e d g e

Finish grade to match face of post

Edge of pavement

Finish grade to match face of post

Edge of pavement

B

B to match face of post

Edge of pavement Top o f shl

dr. ro ck

Guardrail length of need w id e n in g

B e g in g r a d e

Adjacent traffic flow to match face of post

Edge of pavement m in m in w id e n in g

B e g in g r a d e

Guardrail length of need

10:1 taper

Edge of pavement

Normal edge of paved shldr.

Adjacent traffic flow

10'

E

Varies

Depth varies varies

Shoulder width

12'-6"

ELEVATION

Guardrail length of need

PLAN

s h ld r r o c k

T o e o s h ld r r o c k

T o p ld r r o c k

T o p ld r r o c k

T o e

Top of shldr. rock

10:1 taper

Top of shldr. rock

Top of shldr. rock 10:1 taper

Top of shldr. rock

Guardrail - Pay limit Guardrail terminal - Pay limit

Top of shldr.

rock

Guardrail terminal length - Varies

Guardrail terminal length - Varies

Guardrail terminal length - Varies

3'

10:1 taper

Edge of pavement

(See note 8)

W

(2% norm.)

Sl. var.

o f p a v e d s h ld r

N o r m a l e d g e

See note 7

Cross slope guardrail terminal

Widened Grading for varies

Shoulder width

(2% norm.)

Sl. var.

Varies

Slope varies

Variable Slope

3'

WCross slope max.

4" on finish grade

Ground strut

Finish Grade

E

E

E n e e d p o in t

L e n g th o f n e e d p o in t

L e n g th o f n e e d p o in t

L e n g th o f m in

E

7'

W

"2

3'-1

E

10'

(See note 4)

Cross slope

Depth varies

ALTERNATIVE GRADING

PREFERRED GRADING

(See note 10)

1:3 max.

(See note 10)

1:3 max.

10. 1:4 slope or flatter preferable, 1:3 max.

9. Length of need post location varies by manufacturer.

8. "W" distance is measured to face of guardrail at end post, exclusive of end piece.

to manufacturer's recommendations.

7. Install a reflectorized object marker on head of every guard rail terminal with "W" 4 feet or less according

(post count varies). Provide shop drawings to Engineer.

6. Provide guardrail terminal from ODOT's QPL. Install according to manufacturer's recommendations non-flared. Paving of widened shldr. to the face of posts on both ends of guardrail runs is required.

5. On two way two lane highways, both ends of guardrail runs shall be provided with a terminal flared or

* See note 6 and 9

If required, maximum grade break at normal edge of shoulder 8%.

If required, maximum shoulder slope 10% for guardrail widening.

4. Cross slope to match adjacent roadway cross slope (preferred).

piece is entirely off normal shldr.

3. Guardrail Non-flared terminal shall be installed with a min. 1 foot offset ensuring that the end

E=2' or as shown on project plans.

See Std. Dwg. RD701 for drainage curbs, where required.

See project plans for details not shown.

2. See appropriate guardrail standard drawing(s) for details not shown.

recommendations. Ensure that guardrail terminal meets appropriate test level for the project.

Install a guardrail terminal system that meets MASH requirements per manufacturer's

1. Use details shown as a general guide since manufacturer's details may vary.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

Effective Date: December 1, 2020 - May 31, 2021

R D

TERMINAL

ENERGY-ABSORBING

NON-FLARED

MIDWEST GUARDRAIL SYSTEM

ODOT Standard Dwg. RD420

E.8

STATE PROJECT

NUMBER

SHEET

S ta n d a r p w w o r k

\d

\o r s i.

d g n

OR DOT 20(3)

:5

A p r il

C h e c k e d b y

D e s ig n e d b y

R D

Normal edge of paved shldr.

W

E

M in

10:1 taper

Edge of pavement

Guardrail Length of need

Non-Flared Terminal system length - Var

Edge of pavement at face of post.

Top of shldr. rock

10:1 taper

Top of shldr. rock

Top o f shl

dr. ro ck

3'

12'-6""2

3'- 1

Post 1

Post 3

Post 1Post 3

(Typ.)

6'-3"

Finish grade

Pay limit

Guardrail

Guardrail Length of need

Post 1Post 3

MSKT-SP-MGS (TL-3) System length = 50' - 0"

"4

6'-

(Typ.)

6'-3"

"16

5'-3

" 2

Max-Tension (TL-3) System length = 55'-

5' - 8" 4' - 7"

"2

Post 5

Pay limit

Guardrail " 2

Softstop (TL-3) System length = 50'- 9

Pay limit

Guardrail

Adjacent traffic flow paved shldr.

Normal edge of

PLAN

(See general note 4)

Cross slope

(See general note 3)

S e e g e n e r a l n o te

L e n g th o f n e e d p o in t

Finish grade

Finish grade

S e e g e n e r a l n o te

L e n g th o f n e e d p o in t

(See general note 9)

Length of need point

(See general note 9)

Length of need point normal edge of paved shldr.

Extend top of shldr. rock to

ELEVATION

(MSKT-SP-MGS Shown)

(SOFTSTOP Shown)

ELEVATION

ELEVATION

(MAX-TENSION Shown)

Anchor Post

Anchor Post

9. Length of need post location varies by manufacturer.

8. "W" distance is measured to face of guardrail at end post, exclusive of end piece.

"W" 4 feet or less according to manufacturer's recommendations.

7. Install a reflectorized object marker on head of every guard rail terminal with recommendations (post count varies). Provide shop drawings to Engineer.

6. Provide guardrail terminal from ODOT's QPL. Install according to manufacturer's ends of guardrail runs is required.

a terminal flared or non-flared. Paving of widened shldr. to the face of posts on both

5. On two way two lane highways, both ends of guardrail runs shall be provided with

If required, maximum grade break at normal edge of shoulder 8%.

If required, maximum shoulder slope 10% for guardrail widening.

4. Cross slope to match adjacent roadway cross slope (preferred).

that the end piece is entirely off normal shldr.

3. Guardrail Non-flared terminal shall be installed with a min. 1 foot offset ensuring

E=2' or as shown on project plans.

See Std. Dwg. RD701 for drainage curbs, where required.

See project plans for details not shown.

2. See appropriate guardrail standard drawing(s) for details not shown.

test level for the project.

manufacturer's recommendations. Ensure that guardrail terminal meets appropriate

Install a guardrail terminal system that meets MASH requirements per

1. Use details shown as a general guide since manufacturer's details may vary.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

Effective Date: December 1, 2020 - May 31, 2021

HEIGHT 31"

TOP OF RAIL

HEIGHT 31"

TOP OF RAIL

HEIGHT 29"

TOP OF RAIL

"8

HEIGHT 27

TOP OF RAIL

FRONT

FRONT

SIDE

FRONT

FRONT

FRONTSIDE SIDE

SIDE

SIDE

hole (typ.)

" Ø 4 grade Finish

Do not use for new construction.)

(This detail is retained for maintenance purposes.

(Typ.)

Thrie beam guardrail hole (typ.)

" Ø4 grade Finish

6"x 8" S4S hole (typ.)

" 8

6"x 8" S4S

6"x 8" S4S 6"x8" S4S hole (typ.)

" 8

6"x8" S4S hole (typ.)

" Ø4

3 *

" dia.hole8

2" std. pipe in end post only, 2

WOOD BREAKAWAY POSTS

E.9

STATE PROJECT

NUMBER

SHEET

D e f a p w w o r k

\d

\R D

.d g n

OR DOT 20(3)

:0

O c to b e r

C h e c k e d b y

D e s ig n e d b y

W-Beam guardrail (typ.)

HEIGHT 35" (nom.)

TOP OF RAIL

ODOT Standard Dwg RD451

W-BEAM WOOD BREAKAWAY POST THRIE BEAM WOOD BREAKAWAY POST

2. Use only 6"x8" S4S wood posts, trim to fit steel tube if reqd.

1. See appropriate guardrail standard drawing(s) for details not shown.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

7¼"5½"

⅞

⅝

½

½

5½" 7¼"

⅞

⅝

⅞

½

5½" 7¼"

⅞

⅝

½

⅞

5½" 7¼"

⅝

⅜

¹ ³ ⁄¹ ⁶

5½" 7¼"

⅝

⅝

¹ ³ ⁄¹ ⁶

¹ ³ ⁄¹ ⁶

10.4 x 16 20301 -1400

20301 -1900

20701 -0100

25101 -2300

25101 -2400

60201 -0800

60406 -0000

62017 -0500

64704 -1000

Station

ES

TI

M

A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

R

EM

O V A L

O F

IN

LE

T

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

S

EP

A R A

TI

O N

-S

TA

B

IL

IZ

A

TI

O

G

EO

TE

X

TI

LE

C

LA

S S

TY

PE

A

N O

N W

O V

EN

PL

A C

ED

R

IP

R A P, M

ET

H O

D B

C

LA

S S

PL

A C

ED

R

IP

R A P, M

ET

H O

D B

C

LA

S S

-I

N C H

P

IP

E C U

LV

ER

T

IN

LE

T A D

JU

S

TM

EN

T

D R Y

S

TA

C K

ED

S

TO

N E

M A S O

N R Y

H

EA

D W

A

LL

F O

R

4-

IN

C H

P

IP

E C U

LV

ER

T

M

IT

IG

A

TI

O N

S

TR

EA

M

B

ED

TE

R

IA

L

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH EACH SQYD CUYD CUYD LNFT EACH EACH CUYD Lt Rt 71+30.00 30 27 9 2

72+15.98 6 43 1 51 4 54 50 1 27 90°05'58" GS 2.1 1

75+11.93 7 47 1 1 50 4 46 50 1 23 90°00'00" GS 2.1 1

77+51.09 1

PROJECT TOTAL 90 1 2 131 35 100 100 1 2 59

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the larger of 0.168" or the thickness AS Aluminized steel required by the Std. 602-1 fill height table. C Concrete

GS Galvanized steel

2. Spillway/rip-rap lined ditch at end of drainage curb. See sheets F.2 and F.7 for details. P Plastic

(blank) Any appropriate material

3. If a Pay Item does not list a Pay Item Number, quantity is for information only. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

C

U se rs \j en ni fe r.

m or a\ D es kt op \J

IM

_H yd ro

_D es ig n\

O R D

O T

(3

U

S

_U S G

U

S

_U

SG

_D ra in ag e.

xl sx ]S he et

-M ar -2

2:

P M

J.

M or a

9/

W

M cQ ui st on

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.1

SHEET

NUMBER

DOT 20(3)OR

Note: The quantities shown hereon are approximate and are subject to field adjustments.

OR DOT 20(3) F.9

OR DOT 20(3) F.10

OR DOT 20(3) F.11

OR DOT 20(3) F.12

:3

A p r il

Q u a n ti ti e s S h e ts p w w o r k

\d

\o r p a .d g n

TRAFFIC CONTROL QUANTITIES

TABULATION OF PERMANENT

STATE PROJECT

NUMBER

OR DOT 20(3) J.1

3 7 type B, solid (white)

Pavement markings, type B, solid (yellow)

Pavement markings, solid (yellow)

Pavement markings, type B, type B, solid (white)

Pavement markings, 6 5 reset sign

Remove and

50+79, Lt reset sign

Remove and

51+55, Lt reset sign

Remove and

53+73, Lt reset sign

Remove and

53+76, Rt reset sign

Remove and

56+30, Lt reset sign

Remove and

68+64, Rt reset sign

Remove and

70+52, Rt reset sign

Remove and

69+93, Rt reset sign

Remove and

71+35, Rt reset sign

Remove and

71+36, Lt reset sign

Remove and

72+30, Lt reset sign

Remove and

73+05, Lt reset sign

Remove and

73+80, Lt reset sign

Remove and

77+87, Lt of sign

Removal

57+69, Lt of sign

Removal

50+06, Rt

Protect in place

Existing sign, 67+87, Rt reset sign

Remove and

55+00, Lt of sign

Removal

69+93, Rt

C h e v ro n A lig n m e n t

C h e v ro n A lig n m e n t

C h e v ro n A lig n m e n t

C h e v ro n A lig n m e n t

C h e v ro n A lig n m e n t

C u rv e s a h e a d m p h

C u rv e s a h e a d m p h

C u rv e s a h e a d m p h

C u rv e s a h e a d m p h

C h e v ro n A lig n m e n t

LOWER SUNKEN GRADE

NO SCALE

UPPER SUNKEN GRADE

:2

A p r il

U p p e r S u n k e n G r a p w w o r k \d

\o r p b .d g n

CONTROL PLANS

PERMANENT TRAFFIC

STATE PROJECT

NUMBER

OR DOT 20(3) J.2