Exhibit I ODOT Standard Drawings.pdf

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 2026

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

Standard Drawing, while

The selection and use of this

EFFECTIVE LENGTHSRAILTYPE

NORMAL RAIL ELEMENT DATA

GAUGE

TRANSITION

2A

Thrie beam

Thrie beam

W-beam

W-beam

6.25'

6.25', 12.5', 25'

6.25', 12.5', 25'

6.25', 12.5', 25'

10 and 12

10 and 12

10 and 12

10 and 12

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

achieve required guardrail height.

Existing posts shall not be raised. Replace posts as necessary to8.

used, see ODOT's QPL.

Wood blocks shown. Blocks of an approved alternate material may be7.

nails in top of block to prevent block rotation.

Wood block shall be toenailed to the post with two 16d galvanized6.

tolerance.

from final paved surface at face of rail, typical all types. 1-inch ±

Final paved surfacing to extend to face of post. Rail height measured5.

Lap guardrail in direction of adjacent traffic.4.

nut; trim the treated portion as needed.

/2 inch from the face of the tightened1nch to1/4 ibeyond limits of traffic lane. The bolt's threaded portion is not permitted to extend

Orient post bolts with the button head located on the side nearest the3.

guardrail.

When required by the plans, drainage curb alignment same as face of2.

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

RD402

SYSTEM TYPES

MIDWEST GUARDRAIL

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REVISED DETAILS AND NOTES07-2021

11-JUL-2025N/A

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07-2025 REVISED DETAILS AND NOTES, UPDATED CAD STANDARDS

W-BEAM GUARDRAIL

For Type 3 use double thickness (2) rail elements

TYPES 2A AND 3

See General Note 3

DOUBLE SIDED WITH CHANNEL RAIL

METAL MEDIAN BARRIER

F a c e o f g u a r d r a il

(wood or steel

Post with hex nut and washer " button head bolt8 nail on each side of block, typ.

16d galvanized, anti-rotation

W-beam block rail, typ.

W-beam

See General Note 2 where required.

Drainage curb, (wood or steel

Post

F a c e o f g u a r d r a il

F a c e o f g u a r d r a il

W-beam block, typ.

Channel rail block, typ.

on each side of anti-rotation nail

16d galvanized, TYPICAL INSTALLATION

W-BEAM GUARDRAIL ASSEMBLY

nom.

8" nom.

8"

" diameter thru hole, typ.4

" diameter thru holes4

Pre-drilled

THRIE BEAM GUARDRAIL

TYPE 4 AND TRANSITION INITIAL INSTALLATION

F a c e o f g u a rd ra il nail on each side of block, typ.

16d galvanized, anti-rotation block Thrie beam and washer, typ.

bolt with hex nut

" button head8

(wood or steel Post

See General Note 2 where required.

Drainage curb, rail, typ.

Thrie beam nom.

8" nom.

8" thru hole, typ.

" diameter4 and washer, typ.

bolt with hex nut

" button head8

RD404

STEEL POST AND BLOCK

MIDWEST GUARDRAIL SYSTEM

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REVISED DETAILS AND NOTES07-2021

19-JUL-2021N/A

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See general note 5

SIDEFRONT

S e e p o s t le n g th t a b le

2"

6'-9"

7'-0"

6'-6"

6'-6"

6'-6" or 6'-0"

POST LENGTHPOST SIZE

THRIE BEAM

W-BEAM

b lo c k

SIDE

7b lo c k

7"

6"

7"

W-BEAM WOOD BLOCK FOR STEEL POST

POST SPACING

4 (Transition)

Metal median barrier

2A

"83

"83

GUARDRAIL STEEL POST TABLE

TOP

TOP

TOP

TOP

W-BEAM STEEL POST

See general note 5

See general note 5

"2

6"

"4

*1

See general note 5

"4 1*1

"4

* 1

8"

8"

1" (Typ.)

1" (Typ.)1" (Typ.)

1" (Typ.) 6" to prevent rotation

Routed block

6"

"4

"4

6"

6"

"4

6" terminal sections except those on

Plain washer - All posts

Symmetry

� of

"4 3 "4 terminal sections except those on Plain washer - All posts

8" rail element W-beam

6"

8"

7"

7"

6"

6"

Symmetry � of

"2

"4

"4

4"

W6x9

W6x9 or W6x8.5

W6x9 or W6x8.5

W6x9 or W6x8.5

W6x9 or W6x8.5

"2 13'-1

6'-3" 6'-3"

"2 13'-1

6'-3"

"2

"2

"4

"4 block W-beam block Thrie beam

(See general note 3)

Post

(W6x8.5 or W6x9)

(See general note 5) " dia. hole16

13" or4

(6x8 wood block shown)

Post

W-BEAM ASSEMBLY DETAIL

(W6x8.5 steel post and 6x8 wood block shown)

(See general note 8) rail element Thrie beam

Post

THRIE BEAM ASSEMBLY DETAIL

(W6x8.5 steel post and 6x8 wood block shown)

GUARDRAIL TYPE

FRONT

4"

"4

(See general note 5) " dia. hole16

13" or4

"4 1* 1

" recessed nut8

" guardrail bolt8

" dia. hole4

" guardrail bolt8

" recessed nut8

" dia. hole4 for guardrail bolt " dia. hole16

13" or4 for post attachment through block

" dia. hole4 attachment for post through block

" dia. hole4 with washer & hex nut " guardrail bolt8 post W6x8.5 or W6x9

(Typ.)

thru hole

" dia.4

(See gen. note 7) anti-rotation nail

" dia. hole for 16d galv.4

Field drill

(See gen. note 7) anti-rotation nail

" dia. hole for 16d galv.4

Field drill

(See gen. note 7) anti-rotation nail 16d galv.

(See gen. note 7) anti-rotation nail 16d galv.

(See gen. note 7) anti-rotation nail 16d galv.

(See gen. note 7) " dia. hole4

1Field drill

(See gen. note 7) " dia. hole4

1Field drill

(See gen. note 7) anti-rotation nail 16d galv.

" on center.2 1be W6x9 and a maximum of 3'-1

8. When required by the plans, nested thrie beam steel post shall of routing the blocks.

Or, anti-rotation holes and 16d galvanized nails shall be used instead

7. Blocks shall be routed when steel posts are used to prevent rotation.

may be used. See ODOT's QPL.

6. Wood routed blocks shown. Blocks of an approved alternate material bolt holes on approaching traffic side of post web.

left, right, or both sides of web. Attach blockouts to steel posts using

5. Steel posts are shifted to accommodate bolt holes. Holes may be on

4. Dimensions shown are for nominal posts and blocks.

" hole(s) used.4 3Drill 12" below top

3. Lowest hole(s) required only when channel rail is to be installed.

requirements.

2. See Bridge Dwgs. for bridge transition guardrail post and block

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

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

(Pre-drilled) lternate holeA

SIDEFRONT

THRIE BEAM STEEL POST

SIDE

THRIE BEAM WOOD BLOCK FOR STEEL POST

S e e p o s t le n g th t a b le

(Typ.)

for guardrail bolt

" dia. hole16 13" or4

(W6x8.5 or W6x9)

Post

FRONT

(6x8 wood block shown) (Routing not required)

(Typ.)

thru hole

" dia.4

(Typ.)

with washer & hex nut

" guardrail bolt8 post W6x8.5 or W6x9 the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 2026

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

Standard Drawing, while

The selection and use of this the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 2026

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

Standard Drawing, while

The selection and use of this

PLACEMENT OF GUARDRAIL ON SLOPES

transition sections or anchors.

NOTE: Cases shown do not apply to terminals, from face of guardrail to the slope breakpoint

Use when there is less than a 2'-0" shoulder widening

Do not use in weak soil conditions.

(Steel post shown)

CASE 4

from face of guardrail to the slope breakpoint

Use when there is a 4'-0" or greater shoulder widening

(Wood post shown)

CASE 2

from face of guardrail to the slope breakpoint

Use when there is a 2'-6" or greater shoulder widening

(Wood post shown)

CASE 3

Sl.

V :1

H m ax im u m

Shoulder

Sl.1V:2H m axim um

CASE 1

Sl.

V :1

H m ax im u m

H m axim um

Sl.1V:1

Face of barrier

W ≥ 2'-0"

Blockout breakpoint Slope m in im u m p o s t m in im u m p o s t

Face of barrier

Face of barrier

Face of barrier m in im u m p o s t m in im u m p o s t

BlockoutBlockout

Blockout

Shoulder

Shoulder

Shoulder

W ≥ 4'-0"

Slope breakpoint breakpoint Slope breakpoint Slope

W ≥ 2'-6"

(Wood post shown)

Ground line

W6x9 steel post or W6x8.5 or 6"x8" wood post

Ground line

W6x9 steel post or W6x8.5 or 6"x8" wood post

Ground line

W6x9 steel post or W6x8.5 or 6"x8" wood post

W

< 2'-0"

Ground line post W6x9 steel W6x8.5 or

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

type: wood or steel.

All posts for guardrail run shall be of the same3.

QPL.

alternate material may be used. See ODOT's

Wood blocks shown. Blocks of an approved2.

for details not shown.

See appropriate guardrail standard drawing(s)1.

(ft)

LENGTH

POST

POST TYPE

6 Wood/Steel

6 Wood/Steel

SLOPE / EMBANKMENT TABLE

2'-0" minimum

4'-0" minimum slope of breakpoint) (Face of barrier to

W (ft)

8 Steel Less than 2'-0"

(V:H)

SLOPE

1:2 or flatter

1:1 or flatter or flatter2 11:1

8 Wood/Steel 2'-6" minimum1:1 or flatter

RD406

ON SLOPES

PLACEMENT OF GUARDRAILS

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NEW DRAWING CREATED07-2021

20-JAN-2023N/A

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12-2021 REVISED DETAILS AND NOTES

REVISED NOTE12-2022

RD407

W-BEAM

MIDWEST GUARDRAIL SYSTEM

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REVISED DETAILS AND NOTES07-2021

19-JUL-2021N/A

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TYPICAL ELEVATION

(6x8 or 8x8)

WOOD POST

TYPICAL SECTION

TYPICAL W-BEAM RAIL ELEMENT

8"

(Typ.)

6x8 block

Post

Paved shldr.

"4

Slope break point

(Steel post shown)

6'-3"

12'-6" between splices

Mid span splice

12'-6" between splices 12'-6" between splices

"2

3'-1 "2

3'-1 6'-3" 6'-3""2

3'-1 "2

3'-1

Mid span splice Ground line

Block Post rail element

W-beam

"2

3'-1

2" (Typ.)

about � Symmetrical

6'-3"

"2 113'-6

"2 13'-1

Dir ec tio nof tra ve l

FITTINGS

(W6x8.5 or W6x9)

STEEL POST

10 ga. & 12 ga.6.25', 12.5', 25'

Effective LengthsType

2A, 3

NORMAL RAIL ELEMENT DATA

(See gen. note 2) (Where reqd.)

Drainage curb, eight (8) reqd. per splice recessed hex nut (Typ.), " splice bolt with8

(See gen. note 7) steel post W6x8.5 or W6x9

(See gen. note 7) wood post 6x8 or 8x8 element W-beam rail

(Typ.)

& recessed hex nut

" post bolt with washer8 g u a rd ra il

F a c e o f

" 4

" 4

Thkn. (Galv.)

eight (8) reqd.

each end slice bolt slot

" 8 1"x 132

31" W-beam guardrail

(Typ.)

post bolt slot

"2 1"x24 hex nut & washer " recessed8 hex nut & washer " recessed8

(See gen. note 6) 6'x8" block

SECTION THRU RAIL ELEMENT

post bolt slots "2

1" x 24

"16

"4

"32

"4

"16

(T yp

(Typ.)

" rad.8

(T yp

(T yp

0.105" nom. (Before galv.)

Base metal thkn.

")16

Tol.(-0,+ "16

(Typ.)

" rad.16 splice slots (Typ.)

" 8

1"x132

(See gen. note 5) anti-rotation nail 16d galv.

(See gen. note 5) anti-rotation nail 16d galv.

(See gen. note 5) 16d galv. anti-rotation nail pre-curved to industry standard. Install "Radius Identification Plate".

8. For guardrail installed on radii of 150' or less (5' min. radius) use rail elements

7. All posts for guardrail run shall be of the same type: wood or steel.

See ODOT's QPL.

6. Wood blocks shown. Blocks of an approved alternate material may be used.

used to prevent rotation (see Std. Dwg. RD404).

Std. Dwg. RD403). Blocks shall be rounted or toe-nailed when steel posts are

5. Blocks shall be toe-nailed to prevent rotation when wood posts are used (see paved surface at face of rail to top of rail (typ. all types). 1" ± tolerance.

4. Final paved surfacing to extend to face of post. Rail height measured from final

3. Lap guardrail in direction of adjacent traffic.

2. When required by the plans, drainage curb alignment same as face of guardrail.

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

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

W-BEAM ASSEMBLY DETAILS

b. All post bolt threads to be set after assembly for wrench removal only.

".2 1" to4

1tightened nuts within limits of

a. When required by the plans, post bolts to extend beyond the

NOTES:

" rad.8

" rad.64

"8 11"2

"32

29 Mid-span

SLOT

SPLICE BOLT

SLOT

POST BOLT

at mid-span Rail splice lap eight (8) reqd. per splice with recessed hex nut, " splice bolt8 with washer & recessed hex nut " guardrail bolt8 rail element W-beam the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 2026

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD416

(NUTS, BOLTS, WASHERS AND MISC.)

STANDARD HARDWARE

MIDWEST GUARDRAIL SYSTEM

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2"

4"

"2 min.

3"

1"

Slotted hole

"8 plate

Steel

"4

ALTERNATIVE No. 1 hex nut mod. heavy

"-118

10" "4

5"

(Traffic side)

"4

1"

"8

(For additional details, see Std. Dwgs. RD472 and RD473)

BASE PLATE DETAILS

box culvert, etc.

Concrete top of washer (4 reqd.)

Leveling nut & than normal for post installation.)

(Use when depth of cover is less bonded anchor

" bolt, or resin4 grout pad

" min.2

ELEVATION

RAIL WASHER

SNOW LOAD

ab

PLAN

c a d b

"16

Use on back of post.

(See general note 6) as directed by the engineer

Use in area of heavy snow, " dia. hole16 plate

" steel4

POST WASHER

SNOW LOAD PLAIN WASHER

base plate

"8

10"x6"x

Height as reqd.

post to be vertical.

W6x9 steel

"8

7"

(See general note 4)

RADIUS IDENTIFICATION PLATE

plate

" steel4

" dia. hole4

(See general note 5)

"4

L

T

"16

"32

"16

"8

RADIUS IDENTIFICATION PLATE MOUNTING DETAIL

HHf "8

H "8

12.5"

HHfH f

L

T

L

T

"16

"32

"16

"16

"8

BOLT DIMENSION TABLE

ALTERNATIVE No. 2

" GUARDRAIL POST/SPICE BOLT (BUTTON HEADED)8

" DIA. RECESSED HEX NUT8

" DIA. CARRIAGE BOLT8

slot

Splice bolt plate (See detail)

Radius identification slot

Splice bolt plate (See detail)

Radius identification rail element

W-beam rail element

W-beam base plate

"8

10"x6"x place as shown.

slotted holes, " 2

4 - 1"x1 steel post

W6x9 recess one or both sides

" deep16

1"x

Cast in place or core and install using approved resin bonding system.

6" min. penetration into concrete slabs other than bridge decks.

Furnished & installed by structure contractor when shown on structure plans.

Type C End Piece as shown.

Use rectangular Snow Load Rail washer under bolt head and nut on

Not required if Snow Load Post washer option is used.

SUPPLEMENTARY NOTES:

d c plate " steel16

"16

(L) (in.)

Length

4 min.

4 min.

4 min.

min.4 min.8

(T) (in.)

Thread Length

°(T yp terminals.

on rail element face. Snow Load Rail Washers shall not be installed on on the backside of the post and a Snow Load Rail Washer shall be placed

6. When required by the plans, a Snow Load Post Washer shall be used the P.C. of the guardrail radius.

back side of the rail element with the lowest splice bolt nearest

5. The guardrail radius identification plate is to be mounted on the after placement of digits.

" max. width. Plate shall be galvanized4

" min. height and2 shown on the Radius Identification Plate detail. Digits shall be on the plate with a raised weld bead replacing the letters "HHH",

4. Radius dimensions, in feet to the nearest 0.5 foot, shall be placed welded.

3. All indicated welds shall attain the full strength of the section see special details or Standard Drawings as called for on plans.

2. For details of guardrail connections to structural handrails, not shown.

1. See appropriate guardrail standard drawing(s) for details

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 2026

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD417

END SECTIONS

MIDWEST GUARDRAIL SYSTEM

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13-JAN-2020N/A

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ELEVATION

"2

SECTION B-B

PLAN

(See detail)

Terminal connector

3" min.

24" ± 1"

" rad.4

"2

"32 a p p r o x

(Typ.)

" slot8

"x132

6" ra d.

2" "2

(Typ.)

" slot8

"x132

"2

"32

25" min.

"r ad

18" "4

Use rectangular washer under bolt head and nut on Type C End Piece as shown.

Trim post as required ra d.

"r ad

ALTERNATE 1

PLAN

ALTERNATE 2

ELEVATION

(Typ.)

" slot8

"x132

"2 bolt slots (Typ.)

" splice8

"x132

W-BEAM TYPE B END PIECE

W-BEAM TYPE C END PIECE

THRIE BEAM TYPE B END PIECE

THRIE BEAM TYPE C END PIECE

ELEVATION

PLAN

ELEVATIONSECTION A-A

ALTERNATE 2

PLAN

details or Standard Drawings as called for on plans.

2. For details of guardrail connections to structural handrails, see special

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

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

A

B

B

A

2"

2" ap pr ox .11

"r ad

(See detail) terminal connector

Thrie beam

(Typ.)

" slot8

"x132

"2

ALTERNATE 1

2"

"2

(Typ.)

" slots8

"x132

"4

2"

(For details not shown, see Type B End Piece)

2" "2

2" "2 in rail member

Splice bolt slot a p p r o x

Neutral axis"8

.5

ELEVATION

ELEVATION

PLAN

W-BEAM TERMINAL CONNECTOR

element

Rail

3"3"

PLAN

4" 4" 2"

"4

3"

3" "2

2'-6"

.5 end piece.

for use with alternate Type "C"

25.5" bend and hole reqd. only

S y m m e tr ic a l a b o u t

12 ga. galv. plate

10 ga. galv.

"2

(Typ.)

splice bolt slots

" 8 1"x132 element � Beam

"4

"4

3" 2"

4" 4"

(Typ.)

1" dia. holes

2'-6"

" holes4

" dia. hole4

(Optional) post bolt slot

"2 1"x24

S y m m e tr ic a l a b o u t

12 ga. galv.

Metal thkn.

12 ga. galv.

Metal thkn.

a a a a a b b b

THRIE BEAM TERMINAL CONNECTOR

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 2026

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD420

TERMINAL

NON-FLARED ENERGY-ABSORBING

MIDWEST GUARDRAIL SYSTEM

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Normal edge of paved shldr.

W

E

10:1taper

Edgeofpavement

Guardrail Length of need

Non-Flared Terminal system length - Var

Edge of pavement at face of post.

Top of shldr. rock

10:1taper

Topofshldr.rock

Top ofsh ldr.r ock

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 flowPLAN

(See general note 4)

Cross slope

(See general note 3)

(S e e g e n e ra 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 ra 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

ELEVATION

(MSKT-SP-MGS Shown)

(SOFTSTOP Shown)

ELEVATION

ELEVATION

(MAX-TENSION Shown)

Anchor Post

Anchor Post

T y p m in paved shldr.

Normal edge of normal edge of paved shldr.

Extend top of shldr. rock to

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

See Std. Dwgs. RD443 and RD444.posts on both ends of guardrail runs is required.

terminal flared or non-flared. Paving of widened shldr. to the face ofcrashworthya

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:

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 2026

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with