id-02101_Plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2021.12.14 16:58:30 -08'00'

ID DOT 21(1) A.3

Sheet and Description

SECTION D SECTION E SECTION E SECTION F SECTION I SECTION N SECTION O 0

SH-21

APPROACH

ROADS

(WILDLIFE

OVERPASS)

APPROACH

ROADS

(MAINTENANCE

DRIVEWAY)

EROSION

CONTROL OVERPASS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15704-1100 SOIL EROSION CONTROL, BRUSH

BLANKET SQYD 590 10 600

A0140 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 958 42 1,000

A0160 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 9,597 403 10,000

A0180 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 5 3 8

A0200 15706-0700 SOIL EROSION CONTROL, SILT

CONTROL GATE EACH 11 2 13

A0220 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 4 1 5

A0240 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0260 20101-0000 CLEARING AND GRUBBING ACRE 2.39 1.49 0.12 4.00

A0280 20302-0700 REMOVAL OF FENCE (WILDLIFE) LNFT 862 48 910

A0300 20302-1200 REMOVAL OF GUARDRAIL LNFT 700 40 740

A0320 20302-1300 REMOVAL OF GUARDRAIL,

CONCRETE BARRIER LNFT 20 20

A0340 20302-2600 REMOVAL OF PAVEMENT MARKINGS LNFT 180 20 200

A0360 20303-1900 REMOVAL OF PAVEMENT, ASPHALT,

3-INCH DEPTH SQYD 200 937 63 1,200

A0380 20401-0000 ROADWAY EXCAVATION CUYD 129 6 171 10 84 400

A0400 20403-0000 UNCLASSIFIED BORROW CUYD 18,147 470 1,883 20,500

A0420 20702-0700 GEOTEXTILE FILTER, CLASS 2,

TYPE B (NONWOVEN) SQYD 350 50 400

A0440 25101-0100 PLACED RIPRAP, METHOD A,

CLASS 1 CUYD 116 4 120

A0460 25125-0000 BOULDER (ROCKFALL, 3-FT

DIAMETER) EACH 25 25

A0480 25501-4000 MECHANICALLY STABILIZED EARTH

WALL, PRECAST CONCRETE PANEL

FACED SQFT 6,585 215 6,800

MileStone: 100 pct Date Completed: In Progress Report Date: 01/20/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-J an

-2

:1

AM

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

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STATE PROJECT

B.1DOT 21(1)ID

SHEET

NUMBER

SH-21

APPROACH

ROADS

(WILDLIFE

OVERPASS)

APPROACH

ROADS

(MAINTENANCE

DRIVEWAY)

EROSION

CONTROL OVERPASS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0500 25701-0200 CONTRACTOR FURNISHED

MECHANICALLY STABILIZED EARTH

WALL DESIGN LPSM All ALL

A0520 25701-0400 CONTRACTOR FURNISHED

REINFORCED CONCRETE RETAINING

WALL DESIGN LPSM All ALL

A0540 25801-0000 REINFORCED CONCRETE RETAINING

WALL (PRECAST) SQFT 2,730 170 2,900

A0560 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 178 73 296 33 580

A0580 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 264 142 94 500

A0600 41201-0000 TACK COAT TON 1.2 0.8 2.0

A0620 41301-0400 ASPHALT PAVEMENT MILLING, 1

1/2-INCH DEPTH SQYD 2,482 118 2,600

A0640 55601-0900 BRIDGE RAILING, STEEL (6 FT

STEEL MESH FENCING) LNFT 390 390

A0660 60216-0000 LARGE PRECAST CONCRETE ARCH

CULVERT (WILDLIFE

OVERCROSSING STRUCTURE) LNFT 150 150

A0680 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A STEEL POSTS LNFT 563 37 600

A0700 61702-0000 TERMINAL SECTION (SHORT

RADIUS GUARDRAIL) EACH 1 1

A0720 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 4 4

A0740 61707-4000 STRUCTURE TRANSITION RAILING,

MGS SYSTEM LNFT 42 8 50

A0760 61711-0000 IMPACT ATTENUATOR EACH 1 1

A0780 61801-0000 CONCRETE BARRIER LNFT 272 18 290

A0800 61901-0000 FENCE (WILDLIFE) LNFT 10,176 524 10,700

A0820 61901-0000 FENCE (WILDLIFE WITH BURIED

APRON) LNFT 3,392 208 3,600

A0840 61902-4500 GATE, WOVEN WIRE, 4 FEET

WIDTH (SINGLE) EACH 3 3

A0860 61902-4900 GATE, WOVEN WIRE, 12 FEET

WIDTH (COMBINATION) EACH 9 9

A0880 61902-4900 GATE, WOVEN WIRE, 12 FEET

WIDTH (SINGLE) EACH 4 4

A0900 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 24

-J an -2

:1

AM

MileStone: 100 pct Date Completed: In Progress Report Date: 01/20/22

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2)

SUMMARY OF QUANTITIES

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 21(1)ID

SH-21

APPROACH

ROADS

(WILDLIFE

OVERPASS)

APPROACH

ROADS

(MAINTENANCE

DRIVEWAY)

EROSION

CONTROL OVERPASS TEMPORARY

TRAFFIC CONTROL

PERMANENT

TRAFFIC CONTROL ALLOWANCE Bid Schedule

A0920 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 30-INCH WIDTH HOUR 24

A0940 62301-0000 GENERAL LABOR HOUR 24

A0960 62402-0300 FURNISHING AND PLACING

TOPSOIL, 4-INCH DEPTH ACRE 0.86 0.04 0.90

A0980 62501-0000 TURF ESTABLISHMENT ACRE 1.55 0.15 1.70

A1000 63302-0000 SIGN SYSTEM SQFT 5 5

A1020 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

A1040 63309-0000 DELINEATOR EACH 21 4 25

A1060 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 5,320 180 5,500

A1080 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN LNFT 280 20 300

A1100 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 4 4

A1120 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 25 5 30

A1140 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A1160 63502-2100 TEMPORARY TRAFFIC CONTROL,

CRASH CUSHION EACH 4 4

A1180 63502-3100 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM EACH 1 1

A1200 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 1,356 144 1,500

A1220 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 1,136 64 1,200

A1240 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 349 21 370

A1260 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 32 8 40

A1280 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 85 5 90

A1300 64603-0000 FIXTURE (CAMERA PEDESTAL) EACH 6 6

A1320 64603-0000 FIXTURE (JUMP-OUT) EACH 11 11

-J an -2

:1

AM

MileStone: 100 pct Date Completed: In Progress Report Date: 01/20/22

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3)

SUMMARY OF QUANTITIES

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 21(1)ID

CL

CL

See K Sheets

See plans for location

Removal of fence (wildlife)

Fence (wildlife with buried apron), or

Fence (wildlife), or

See K Sheets

See plans for location

Fence (wildlife with buried apron)

Fence (wildlife), or

69+08.75 to 70+00.00

See J Sheets

Guardrail system grade

Profile varies varies grade

Profile

Match existing

See K Sheets

See plans for location

Fence (wildlife with buried apron)

Fence (wildlife) or See K Sheets

See plans for location

Fence (wildlife with buried apron)

Fence (wildlife), or

74+50.00 to 75+50.00

70+08.75 to 72+40.00

See J Sheets

Guardrail system

74+22.50 to 75+60.00

70+00.00 to 72+40.00

See J Sheets

Guardrail system

Asphalt pavement milling, 1.5-inch depth

Asphalt concrete pavement, Type 1, 1.5-inch compacted depth

Tack coat

Match existing

Tack coat between lifts

3-inch compacted depth, placed in two equal lifts

Asphalt concrete pavement, Type 1, Roadway aggregate, Method 2, 12-inch compacted depth Tack coat between lifts

3-inch compacted depth, placed in two equal lifts

Asphalt concrete pavement, Type 1, Roadway aggregate, Method 2, 12-inch compacted depth

(FENCE CONSTRUCTION)

SH-21: APPROACHES TO OVERPASS

77+00.00 to 85+78.00

20+54.80 to 70+00.00

MILL AND INLAY)

(FENCE CONSTRUCTION AND

SH-21: APPROACHES TO OVERPASS

73+90.00 to 77+00.00

70+00.00 to 72+40.00

SHOULDER WIDENING

72+10.00 to 72+40.00

SHOULDER WIDENING

73+90.00 to 74+40.00

72+10.00 to 72+40.00

NOT TO SCALE

shoulder

Exist. Exist. travel lane Exist. travel lane shoulder

Exist.

shoulder

Exist. Exist. travel lane Exist. travel lane shoulder

Exist.

Grade to drain (max.)

4:1

C o n s tr u c ti o n l im it

C le a r in g l im it

Turf establishment

C o n s tr u c ti o n l im it

C le a r in g l im it

Turf establishment

C o n s tr u c ti o n l im it

C o n s tr u c ti o n l im it

C o n s tr u c ti o n l im it

C o n s tr u c ti o n l im it

Varies6'-0"12'-0"12'-0"6'-0"Varies

Varies6'-0"12'-0"12'-0"6'-0"Varies

2' 0' to

5' 0' to

2' 0' to

VariesVaries

10'

10'

10'

10'

:3

A

M

J a n u a r y

T y p ic a l

S e c ti o n s o f c p w w o r k

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TYPICAL SECTIONS

STATE PROJECT

NUMBER

ID DOT 21(1) C.1

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

20101 709276.875 2561912.937 3220.585 43°36'45.675305"N 115°59'13.046604"W 3167.6082 0.999786464 5/8" IR w/FHWA Alum cap 1.

20102 710021.990 2561154.905 3233.149 43°36'53.013081"N 115°59'23.380115"W 3180.1623 0.999785973 5/8" IR w/FHWA Alum cap

20103 710590.683 2560695.190 3249.731 43°36'58.616721"N 115°59'29.651919"W 3196.7402 0.999785248 5/8" IR w/FHWA Alum cap

PROJECT :Cervidae Wildlife crossing DATE OF FIELD WORK : multiple entries

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Idaho West SPCS NAD83 2011

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

c:

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xl sx

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-N ov

-2

:0 w flh d su rv ey w flh d su rv ey

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.8

SHEET

NUMBER

DOT 21(1)ID

SURVEY CONTROL

6EACHFIXTURE (CAMERA PEDESTAL)64603-0000

18147CUYDUNCLASSIFIED BORROW20403-0000

6CUYDROADWAY EXCAVATION20401-0000

1.49ACREIncludes area required for diversion roadwayCLEARING AND GRUBBING20101-0000

QUANTITYUNITNOTESDESCRIPTIONITEM

WILDLIFE OVERPASS QUANTITIES

73TON1.94 TON/CUYDROADWAY AGGREGATE, METHOD 230202-2000

171CUYDROADWAY EXCAVATION20401-0000

20LNFTREMOVAL OF GUARDRAIL, CONCRETE BARRIER20302-1300

QUANTITYUNITNOTESDESCRIPTIONITEM

MAINTENANCE DRIVEWAY QUANTITIES

:5

J a n u a r y

T a b u la ti o n o f A p p r o a c h

R o a d

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

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QUANTITIES

TABULATION OF APPROACH ROAD

STATE PROJECT

NUMBER

ID DOT 21(1) E.1

O U T L E T S

H O T G

U N

N E D

IN

L E T

LU

C K Y P

E A K

Y T I L I T

U D

E I R

U B G

N I N

R A

W

PHONE

8"X24" NO OUTLET

X X -Y

Y

P . C

X X

C P

20103

5/8" IR W/FHWA ALUM CAP

Y T I L I T

U D

E I R

U B G

N I N

R A

W

PHONE

X X

WITNESS POST

N

Clearing and construction limits

Slope stake limit

0 7

1 7

Scale in feet

25 0 25 50 75

SH-21

W I L

D L I F E O

V E

R P

A S

S T

R A I L

2560769.19710569.56020

2560799.04710598.65019

2560833.68710598.45018

2560891.70710530.53017

2560941.42710496.17016

2560924.30710476.46015

2560965.01710415.22014

2560946.35710368.91013

2560638.69710395.65012

2560701.02710395.73011

2560802.13710315.15010

2560849.87710290.66009

2560898.42710318.44008

2560929.79710303.73007

2560967.94710297.18006

2560682.36710625.59005

2560704.83710546.61004

2560712.95710479.39003

2560531.88710453.12002

2560597.16710371.12001

EASTINGNORTHING

POINT

CLEARING LIMIT

Follow SCR Sections 619 and 646 for instructions.

Clearing limits for wildlife fences and jump-outs are not shown on this sheet.

NOTE:

Scale in feet

25 0 25 7550

:4

J a n u a r y

W il d li fe O v e rp a s s C le a ri n g L im it s p w w o r k

\d

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LIMITS

WILDLIFE OVERPASS CLEARING

STATE PROJECT

NUMBER

ID DOT 21(1) E.2

N

EL 3248.47

E 2560770.89

N 710508.21

200+18.00

Begin Maintenance Driveway

EL 3246.95

E 2560716.38

N 710470.24

200+85.00

End Maintenance Driveway

Existing ground

Maintenance driveway profile grade

EL = 3248.84

E = 2560740.30

N = 710514.08

EL = 3248.81

E = 2560717.54

N = 710542.15

EL = 3248.87

E = 2560759.19

N = 710490.91

EL = 3248.00

E = 2560782.68

N = 710493.76

200+53

(short radius guardrail)

End terminal section

EL = 3248.03

E = 2560737.58

N = 710488.93

Clearing limit

Slope stake limits Removal of guardrail, concrete barrier

S50 °47 '50"

W S88°19'59"W

'32.76L =

'16.99T =

'50.00R =

(RT)37°32'09"Δ =

200+79.38PI

.3

C

.1

T

.0

P O

B

.3

P O

E

200+00 200+50 201+00

3,238 3,238

3,240 3,240

3,242 3,242

3,244 3,244

3,246 3,246

3,248 3,248

3,250 3,250

3,252 3,252

3,254 3,254

,2

.9

+1.933%

+2.000% -7.481%

.0

.7

' VC15

1.58K =

'42.21SSD =

' VC15

2K =

'35.32HLSD =

,2

.4

Mainte nanc e Dr ivew ay

S H -2

Roadway aggregate, Method 2, 6-inch compacted depth

LEGEND:

20'R

R

20'

:5

J a n u a ry

A c c e s s R o a d -4

S h e e t] p w

-w o rk \d

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-0 p ln p p

E .4

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MAINTENANCE DRIVEWAY PLAN AND PROFILE

STATE PROJECT

NUMBER

ID DOT 21(1) E.4

ID DOT 21(1) F.7

ID DOT 21(1) F.8

ID DOT 21(1) F.9

ID DOT 21(1) F.10

ID DOT 21(1) F.11

ITEM ALL LARGE & SMALL COMPONENT DESCRIPTIONS

A AJst 1 Top (Sch.BO Pipe) (8" x 80" length)

B AJst 1 Top (welded support collar 10" x 10" x 1/2" ASTM A36)

C AJst 1 Tube (HS$ 10" x 10" x 1/2" x 72" length) A500 GR.8

D AJst 1 (welded plate 9 1/4" x 9 1/4" x 1/8") A36

E AJst 1 Strut bracket (CB x 11.50 A36)

F (Post 1 & 2) Channel struts (4" x 71 1/2") (C4 x 7.25) A36

G Thrie-beam rail (end anchor - rounded type) 12GA. (RTE02a)

H Thrie-beam rail (anchor) (6'-3" length) 12GA. (RWMI4a)

I Thrie-beam rail (8 spaces) (12'-6" length) 12GA, (RTMOB)

Thrie-beam rail (Radius 8'-4 1/2") (Slotted) 12 GA

K Thrie-beam rail (3 spaces) (9'-4 1/2" length) 12 GA

L (Reserved for bridge applications)

M AJst 2,4,5,6 BCT Timber (5 1/2" x 11/2" x 48-1/4")

N AJst 2,4 BCT Tube (6" x 8" x 3/16" x 72" length) (PrEOS)

0 AJst 5,6 Modified BCT Tubes (For welded cable saddles) p AJst 3,4,6,7,8 Thrie-beam block-out (6" x 8" x 22'') (POB02a)

Q Post 3,7,8 CRT Timber posts (6" X 8" X 72" length)

R AJst 9,10, 11 I-Beam posts (W6 x 8.5 x 72" length) (P'NEOl)

$ AJst 9,10,11 Routed W-beam block-out (6" x 8" x 14") (PDB01b)

T AJst 12 thru 18 I-Beam posts (W6 8.5 84" length) (P'NE07) u Post 12 thru 18 Routed block-out (6" x 8" x 18") (PDB02)

V Sand barrels 700 LB

A1 BCT Cable anchor assemblies (3/4" x 6'-6-3/4" length) (FCAOl)

A2 BCT Cable anchor bracket (FPA01)

A3 5/8" x 2" Hex bolt A307 GRD.5 (For Cable brackets)

A4 5/8" Flat washer A307 GRD.5 (1 Washer under bolt head & 1 nut)

AS 5/8" Recessed H.G.R. nut (nuts for hex bolts)

A6 Strut bracket hardware (1/2" x 1-1/2") hex bolt A307GRD.5

A7 Channel strut hardware (5/8" x 10") hex bolt A301 GRD.5

AB BCT Cable anchor assemblies (3/4" x 18'-5" length) (FCA02)

A9 BCT Post sfeeve (FMM02a) (Post 4 only)

AlO BCT Cable bearing plate (5/8" x 8" x 8") (FPBOl) (Post 4 only)

All 5/8" x 1-1/4" H.G.R. bolts (FBBOl) (Splices at post 2,4,6,7)

Al2 5/8" x 2" H.G.R. bolts (FBB02) (Round term-post 10-end splice)

Al3 5/8" x 10" H.G.R. bolts (FBB03) (I-Beam posts rail & bfockout)

Al4 5/8" XS 18" H.G.R. bolts (FBB04) (Posts 3,4,6,7,8)

Al5 5/8" x 7-1/2" Hex bolts A307 GRD.5 (BCT Posts 2,4,5,6)

Al6 5/8" X 10" Hex bolts A307 GRD.5 (BCT AJsts 2,4,5,6)

Al7 Rectangular washers (FWR03) (For terminal connector RTEOlb)

AlB 7/8" x (length varies) hex volts A325 or A449 GRD.5

Al9 1-3/4" O.D. Hardened flat washer A325

A20 7/8" Hex nut GRD. 5 A325

LEGEND:

a�

END ANCHOR

POST l & PAST 2

ITEM

A

B

C

D

E

F

G

H

Al

A2

A3

A4

AS

A6

Al

A12

QTY

END ANCHOR

TL-3 SHORT RADIUS

POST 2 TO POST 7

ITEM QTY

H 1

I 1

J 1

M 4

N 2

0 2 p 4

Q 2

A2 1

A3 8

A4 40

AS 20

AB 1

A9 1

A10 1

All 48

A14 8

A15 8

A16 4

TL-3 SHORT RADIUS

STATE PROJECT

I SHEET

NUMBER

ID DOT 21(1) J.13

TL-3 TRANSITION n-3 SHORT RADIUS

POST 7 TO POST 17 GUARDRAIL COMPLETE

(EACH)

ITEM QTY ITEM TOTAL QTY NOTE:

A 1 1. The sight distance of the installation will need to be verified with respect to the specific site placement. The exact position of the

B 1 system shall be shown elsewhere in the plans or as directed by the CO.

C 1 2. Steel posts are not permitted at CRT or BCT post positions.

D 1

- - - - 3. Rail elements shall meet the requirements of Sections 617 and 710 E 1 except as modified on the plans. The contractor may furnish rail F 2 elements of 12.5-foot or 25-foot nominal lengths.

G 1 4. Button head 'Post bolts & nuts' shall be of sufficient length to extend - - - -

H 2 through the full thickness of the nut and ¾-inch washer (FWC16a)

I 2 I 3 and not more than 1 inch beyond it. Trim remaining bolt length to meet required length.

J 1

- -- - - - - - 5. Template shall be widened as necessary to accomodate the short

K 1 K 1 radius guardrail system.

M 4 6. The lateral approach to the guardrail, shall have a slope rate not steeper than 1V:lOH.

N 2

0 2 p 1 p 5

Q 1 Q 3

R 3 R 3

$ 3 $ 3

T 6 T 6 u 6 u 6

V 6

A1 2

A2 3

A3 26

A4 76

AS 42

A6 2

2 Al

AB 1

A9 1

AlO 1

All 48

7. Do not place curb along this system.

8. Guardrail posts shall not be set in concrete, of any depth.

9. Special fabrication will be required for thrie beam rail radius (Item 1).

10. All material and work involved is subsidiary to short radius bid item, including, but not limited to foundations, thrie beam rail, sand barrels, and other parts.

11. All cable assemblies should be taut after installation. When cables are manipulated by hand the cables should not move more than 1-inch in any direction perpendicular to the cable.

12. The BCT bearing plate installed at post 4 should be oriented such that the 3-inch dimension from plate edge to center of bolt hole is on the bottom and 5-inch dimension from plate edge to center of bolt hole is on the top.

13. See Section 601 for post l foundation concrete composition.

14. Tested to MASH with a 3:1 slope or shallower is preferable in the limits of the top and bottom of the slope as shown in the plan view. If field conditions require a steeper slope, this may be allowable up to a 2:1 slope.

15. Sand barrels are Trinity Energite III, Model 640 filled with 715 pounds (+/-) sand or an approved equivalent. The approximate height of the barrel is 41".

16. Component descriptions refer to Task Force 13 Guide to Standardized Roadside Safety Hardware.Al2 24 Al2 28

Al3 18 Al3 18 SPECIAL APPLICATION NOTES:

Al4 2 Al4 10 Available for use on any speed roadway. The system requires a minimum

Al5 8 placement footprint of 34'-10" along the primary road and a 35'-0" along

Al6 4 secondary road.

Al7 12 Al7 12 It is critical that the primary guardrail maintain a (4 degree) with the

AlB 5 AlB 5 primary roadway.

Al9 10 Al9 10 The system requires a minimum 5' wide (clear area) directly behind the

A20 5 A20 5 guardrail system with a slope at 1V:10H or flatter, from there a maximum 3:1 slope is recommended. See Sheet 1 of 4 for flare and slope details.

TL-3 TRANSITION

TOTALS

TL-3

SHORT RADIUS GUARDRAIL

SHEET 4 of 4

ID DOT 21(1) N.5

ID DOT 21(1) N.6

ID DOT 21(1) N.7

ID DOT 21(1) O.3

ID DOT 21(1) O.4ID DOT 21(1) O.4ID DOT 21(1) O.4