Project Plans.pdf

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:SHEET INDEX

SHEET 1 COVER

SHEET 2 IRON SPRINGS CREEK CULVERT PLAN & PROFILE

SHEET 3 BRIDGE RAIL DETAILS

STANDARD DETAILS & DRAWINGS

T101 BRIDGE RAIL STANDARD DETAILS

USFS STANDARD APPROACH RAIL DETAILS

SHOP DRAWINGS - IRON SPRINGS CREEK CULVERT

APRIL 6, 2021

1-20285

IRON SPRINGS CREEK CULVERT - RAIL RETROFIT

ROAD NO. 1212 - M.P. 2.4

CONSTRUCTION PLANS FOR

SECTION 30, TOWNSHIP 135 NORTH, AND RANGE 52 WEST

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

DAKOTA PRAIRIE GRASSLAND

SHEYENNE RANGER DISTRICT

RICHLAND COUNTY, NORTH DAKOTA

PLANS PREPARED BY:

GRAYSON GILLIN, P.E.

PARKER STENERSEN, E.I.

QA/QC BY:

RYAN ELLIOTT, P.E.

DATE

APPROVED:

THIS PROJECT

NOTE:

DRAWING SCALE IS ONLY ACCURATE

WHEN PLANS ARE PLOTTED ON 11" X 17"

(TABLOID)-SIZED PAPER.

Fargo

Wahpeton

Valley City JamestownBismarck

Mandan

Dickenson

Williston

Minot Devils Lake

Grafton

Grand Forks

2 2

CANADA

M O

N

TA

N A

M

IN

N

ES

O

TA

SOUTH DAKOTA

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

PROJECT LOCATION

27 27

DATE

REVIEWED:

PROJECT LOCATION

N O

RT

H

IRON SPRINGS CREEK CULVERT - RAIL RETROFIT

IRON SPRINGS CREEK CULVERT PLAN & PROFILE

ROAD NO. 1212 - M.P. 2.4

DAKOTA PRAIRIE GRASSLAND

1-20285 APRIL 6, 2021 SHEET NO.

2 OF 3GG

PJS

GG

RME

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

ITEM

NO. DESCRIPTION UNIT QUANTITY NOTES

15101 MOBILIZATION LS 1 INCLUDES TRAFFIC CONTROL.

20431 EMBANKMENT REMOVAL, REGRADING &

SPREADING LS 1

INCLUDES WORK TO COMPLETE

EMBANKMENT/SURFACING REMOVAL,

REGRADING AND SPREADING OF EXISTING

MATERIAL AS CALLED ON ON THE DRAWINGS

PER DIRECTION OF THE C.O. ESTIMATED

QUANTITY IS 50 - 100 CY.

55601 BRIDGE RAILING, TYPE T101 LF 61

INCLUDES ANCHORAGE ATTACHMENT AND

EPOXY INTO EXISTING CONCRETE, ALL

HARDWARE/CONNECTIONS, T101 RAIL POSTS,

TUBE, RAIL AND ALL OTHER NECESSARY

COMPONENTS.

61701

GUARDRAIL SYSTEM, APPROACH W-BEAM (G4)

GUARDRAIL,

TYPE 1, CLASS A

LF 50

INCLUDES COMPLETE APPROACH RAIL

PACKAGE SHOWN ON STANDARD DRAWINGS -

INCLUDING CABLED RAIL END SECTION.

*ITEMS TO BE MEASURED AS CONTRACT QUANTITY (CQ)

** INFORMATIONAL ONLY - NOT FOR BIDDING PURPOSES - REFER TO BID SCHEDULE

A A

B B

C C

GENERAL NOTES:

SPECIFICATIONS:

BRIDGE RAIL DESIGN:

IRON SPRINGS CREEK CULVERT - RAIL RETROFIT

BRIDGE RAIL DETAILS

ROAD NO. 1212 - M.P. 2.4

DAKOTA PRAIRIE GRASSLAND

1-20285 APRIL 6, 2021 SHEET NO.

3 OF 3GG

PJS

GG

RME

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

GENERAL NOTES:

GUARDRAIL REFLECTORS

APPROACH RAIL PLAN

GUARDRAIL SPLICE DETAIL TYPICAL APPROACH GUARDRAIL CROSS SECTION

DRAWING NO. R1902- MODIFIED

SHEET 1 Of 2

STANDARD BRIDGE W-BEAM

APPROACH GUARDRAIL

MATERIALS:

FABRICATION:

ERECTION:

TREATMENT:

AutoCAD SHX Text Top Of Post

AutoCAD SHX Text 3"

AutoCAD SHX Text 1"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3 "34"

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text C " Hole In Plate 316" Hole In PlateFor 10d Common Nail (Galvanized)

AutoCAD SHX Text L

AutoCAD SHX Text For Total Length Of Approach Guardrail Required. Approach Guardrail Lengths Greater Than

AutoCAD SHX Text Runout Length. Flare Dimensions And Offsets Are Measured From The End Of Guardrail.

AutoCAD SHX Text The Minimum Of 12'-6" Shall Be Multiples Of 6'-3" Added To The Approach Guardrail

AutoCAD SHX Text Minimum Total Guardrail Length Of 12'-6" Shown Above. See GENERAL LAYOUT Sheet

AutoCAD SHX Text Scale: No Scale

AutoCAD SHX Text Detail This Sheet

AutoCAD SHX Text Reflector, See

AutoCAD SHX Text Post Block

AutoCAD SHX Text 2'-3" (Min.)

AutoCAD SHX Text 2'-6" (Max.)

AutoCAD SHX Text (Typical Post Spacing)

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text Finished Grade

AutoCAD SHX Text Lap In Direction

AutoCAD SHX Text Of Traffic

AutoCAD SHX Text Fill All Unused Holes In W-Beam (Typ.)

AutoCAD SHX Text Direction Of Traffic

AutoCAD SHX Text 6"x 8"x 6'-0" Post

AutoCAD SHX Text Buttonhead Bolts

AutoCAD SHX Text & Post For 5/8"%%c

AutoCAD SHX Text Malleable Iron Washer

AutoCAD SHX Text Nails At Top & Bottom

AutoCAD SHX Text Of Block To Restrict Rotation.

AutoCAD SHX Text Toenail 16d Common (Galv.)

AutoCAD SHX Text Embankment

AutoCAD SHX Text Fill Slope Of

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text (Min.)

AutoCAD SHX Text Detail This Sheet

AutoCAD SHX Text Reflector, See

AutoCAD SHX Text 2'-3" (Min.)

AutoCAD SHX Text

AutoCAD SHX Text 2'-6" (Max.)

AutoCAD SHX Text Post Block

AutoCAD SHX Text 6"x 8" x 1'-2"

AutoCAD SHX Text Finished Grade

AutoCAD SHX Text W-Beam Guardrail

AutoCAD SHX Text 1"±

AutoCAD SHX Text 2"

AutoCAD SHX Text To Match Bridge Rail Height

AutoCAD SHX Text Adjust Dimension As Required

AutoCAD SHX Text

AutoCAD SHX Text 8"

AutoCAD SHX Text 34" Hole In Block

AutoCAD SHX Text Scale: " = 1'-0"12" = 1'-0"

AutoCAD SHX Text Scale: " = 1'-0"12" = 1'-0"

AutoCAD SHX Text Use 6"x 8"x 7'-0" Posts Where

AutoCAD SHX Text This Dimension Is Less Than 1'-6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 58" x 2" Button Hole Splice Bolts

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 34"

AutoCAD SHX Text Reflector Color Shall Be Clear (White) At Each Side

AutoCAD SHX Text (Nom.)

AutoCAD SHX Text Retroreflective Sheeting - Type III (See Note Below). Install Reflector At Traffic Face Of Bridge Rail Post.

AutoCAD SHX Text Furnish a fungus resistant type III retroreflective sheeting with a class 1 or 2 adhesive backing conforming to ASTM D 4956. Attach the sheeting to an aluminum or plastic support panel (target plate) of the size and dimension specified.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text W-Beam Metal Guardrail Sections Shall Be Precurved For Bends Less Than 150 Ft. Radius. Refer To Plan Sheet For Rail Layout.

AutoCAD SHX Text a certificate of compliance.

AutoCAD SHX Text Treated Wood in Aquatic Environments" and the supplier shall furnish, upon delivery of materials, AutoCAD SHX Text requirements of the current edition of WWPA's "Best Management Practices for the use of

AutoCAD SHX Text shall meet AASHTO M180, Class A, and shall be Type 1 (Galvanized) per GENERAL LAYOUT Sheet.

AutoCAD SHX Text grading rules for Western Lumber.

AutoCAD SHX Text fabrication note above. There shall be no more than one rail splice per post when double-layer

AutoCAD SHX Text damaged galvanized surfaces shall be repaired with 2 coats of zinc paint as specified in the

AutoCAD SHX Text erection is complete, burr threads of all rods and bolts to prevent backing off of nuts. All

AutoCAD SHX Text 4 inch layers. Fill all unused holes in W-Beam with standard buttonhead bolts and nuts. After

AutoCAD SHX Text of excavated holes shall be thoroughly compacted and backfill shall be thoroughly tamped in

AutoCAD SHX Text guardrail post holes shall be a minimum of 18" in diameter, unless augered or driven. Bottom

AutoCAD SHX Text The Contractor shall furnish galvanized steel shim plates as required to align railing. Approach

AutoCAD SHX Text Contracting Officer. All rail posts shall be set vertically and the railing erected parallel to grade.

AutoCAD SHX Text with AWPA C14 for Post, Guardrail, And Spacer Blocks Usage. Treatment shall comply with the

AutoCAD SHX Text military specification MIL-P-21035. All rail splices shall occur at posts. Shop bend curved rail

AutoCAD SHX Text repaired with 2 coats of zinc dust-zinc oxide paint meeting federal specification TT-P-641 or

AutoCAD SHX Text Drilling and welding is permitted on galvanized metal, provided these areas are cleaned and

AutoCAD SHX Text certified welder. All steel shall be fabricated before being galvanized, except minor shop cutting.

AutoCAD SHX Text shop fabricated. Welding shall conform to AWS structural welding code D1.1 and shall be by a

AutoCAD SHX Text Welded Wire Fabric shall conform to AASHTO M55 (ASTM A185).

AutoCAD SHX Text Concrete for end anchors shall have a minimum 28 day compressive strength of 3000 psi.

AutoCAD SHX Text Timbers shall be Western Wood (No. 1 Grade) conforming to the current WWPA Or WCLIB

AutoCAD SHX Text galvanized in accordance with AASHTO M232 (ASTM A153). Cable Assembly shall be galvanized

AutoCAD SHX Text except buttonhead bolts, shall conform to AASHTO M164 (ASTM A325 or A449) and shall be

AutoCAD SHX Text W-Beam terminal piece shall be Class B. All bolts, nuts and washers, AutoCAD SHX Text in accordance with AASHTO M111 (ASTM A123). W-Beam guardrail and associated hardware

AutoCAD SHX Text If not covered by 1 inch or more of concrete, steel shape, plates and bars shall be galvanized

AutoCAD SHX Text M270, Grade 36, except structural tubing shall conform to ASTM A500 Grade B, or ASTM A501.

AutoCAD SHX Text No field cutting or welding is permitted on galvanized metal unless approved by the

AutoCAD SHX Text After fabrication, all timber shall be incised and then pressure treated in accordance

AutoCAD SHX Text All lumber fabrication shall be completed before treatment. Structural steel shall be

AutoCAD SHX Text Steel shapes, plates and bars shall be structural steel conforming to AASHTO

AutoCAD SHX Text sections.

AutoCAD SHX Text and conform to AASHTO M30 (ASTM A741).

AutoCAD SHX Text W-Beam guardrail elements are specified.

AutoCAD SHX Text

BRIDGE RAIL

AutoCAD SHX Text

6" X 8" POST SET IN STEEL TUBES OR 24" CONCRETEFOOTINGS

AutoCAD SHX Text

6" X 8" X 6'-0" POSTS W/ 6" X 8" POST BLOCKS

AutoCAD SHX Text

INSTALL REFLECTOR AT TRAFFIC FACE OF BLOCK (TYP.)

AutoCAD SHX Text

EDGE OF TRAVELED WAY (TANGENT TO ROADWAY)

AutoCAD SHX Text

END OF GUARDRAIL

AutoCAD SHX Text

1 SPA. @ 6'-3"

AutoCAD SHX Text

4 SPA. @ 1'-6 "34 ""

AutoCAD SHX Text

END OF T101 TUBE RAIL

AutoCAD SHX Text

END BRIDGE RAIL POST ON BRIDGE

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text 6'-3"

END ANCHOR DETAIL (STEEL PLATES) ALTERNATE END ANCHOR DETAIL (CONCRETE FOOTINGS)

RECTANGULAR WASHER

STEEL TUBE DETAIL WOOD BREAKAWAY POST

MICHIGAN END SHOE DETAIL

ANCHOR BRACKET AND CABLE ASSEMBLY DETAILS END VIEWTYPICAL SECTION

SOIL PLATE DETAIL DETAIL A DETAIL B - BEARING PLATE

DRAWING NO. R1902

SHEET 2 Of 2

STANDARD BRIDGE W-BEAM

APPROACH GUARDRAIL

AutoCAD SHX Text Michigan End Shoe, Class B

AutoCAD SHX Text Standard 24" Buffer End, Class A

AutoCAD SHX Text Cable Assembly (See Detail This Sheet)

AutoCAD SHX Text Washer Under Head And Malleable Iron

AutoCAD SHX Text Washer Under Recess Nut @ Back Of Post

AutoCAD SHX Text Object Marker

AutoCAD SHX Text Type II (Typ.)

AutoCAD SHX Text Steel Tube

AutoCAD SHX Text Bottom Of Wood Post

AutoCAD SHX Text Soil Plate

AutoCAD SHX Text Plate And Steel

AutoCAD SHX Text Welded Connection

AutoCAD SHX Text Optional For Soil

AutoCAD SHX Text Tube Connection

AutoCAD SHX Text Need Not Be Galvanized

AutoCAD SHX Text Note: Soil Plate & Steel Tube

AutoCAD SHX Text Bearing Plate

AutoCAD SHX Text Where It Contacts

AutoCAD SHX Text Footing Concrete

AutoCAD SHX Text See Detail A

AutoCAD SHX Text Wrap Anchor Post

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text Diam. (Typ.)

AutoCAD SHX Text 3" Clr.

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-0" Min.

AutoCAD SHX Text 2'-3" (Min.)

AutoCAD SHX Text 2'-6" (Max.)

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text Rectangular Washer To Be Used

AutoCAD SHX Text Under Head Of Bolt At End Post Only

AutoCAD SHX Text 2"%%c I.D. Pipe Sleeve

AutoCAD SHX Text Use Cut Washers On Front Side

AutoCAD SHX Text 1" Nut & Washer

AutoCAD SHX Text 2"

AutoCAD SHX Text Cable Assembly

AutoCAD SHX Text Finish Grade

AutoCAD SHX Text Breakaway Post

AutoCAD SHX Text See Detail

AutoCAD SHX Text Concrete Footing

AutoCAD SHX Text Lap One Square

AutoCAD SHX Text 6x6-W2.9xW2.9

AutoCAD SHX Text Bracket

AutoCAD SHX Text Slotted Hole

AutoCAD SHX Text Scale: 3" = 1'-0"

AutoCAD SHX Text 4"

AutoCAD SHX Text Welded Wire Fabric

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 3"

AutoCAD SHX Text 316"

AutoCAD SHX Text 78"

AutoCAD SHX Text 1 "34"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1116"

AutoCAD SHX Text Scale: " = 1'-0"38" = 1'-0"

AutoCAD SHX Text Scale: " = 1'-0"38" = 1'-0"

AutoCAD SHX Text (Typ.)

AutoCAD SHX Text Fasten Bracket W/(8) " Bolts58" Bolts

AutoCAD SHX Text 58" Bolts (3 Places)

AutoCAD SHX Text Typ. Each Anchor Post

AutoCAD SHX Text 2'-6" (Max.)

AutoCAD SHX Text 2'-3" (Min.)

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text Bracket

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2"%%c I.D. Pipe Sleeve

AutoCAD SHX Text 1" Nut & Washer

AutoCAD SHX Text 4"

AutoCAD SHX Text See Detail B

AutoCAD SHX Text Bearing Plate

AutoCAD SHX Text Finish Grade

AutoCAD SHX Text Cable Assembly

AutoCAD SHX Text Breakaway Post, See Detail

AutoCAD SHX Text

AutoCAD SHX Text 58" Buttonhead Bolts With Rectangular

AutoCAD SHX Text To Fit Steel Tube As Req'd

AutoCAD SHX Text 6x8 (S4S) Timber Posts. Trim

AutoCAD SHX Text L

AutoCAD SHX Text 3"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 3"

AutoCAD SHX Text HSS 8x6x.1875 ASTM Grade B Or A501

AutoCAD SHX Text (Need Not Be Galvanized)

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text One Post Only

AutoCAD SHX Text 2" I.D. Std. Galv.

AutoCAD SHX Text L

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 7"

AutoCAD SHX Text 2"

AutoCAD SHX Text Scale: " = 1'-0"12" = 1'-0"

AutoCAD SHX Text Scale: " = 1'-0"12" = 1'-0"

AutoCAD SHX Text 3'-8 " (Steel Anchor)12" (Steel Anchor)

AutoCAD SHX Text 5'-6 " (Concrete Anchor)12" (Concrete Anchor)

AutoCAD SHX Text C 2 " Hole With38" Hole With

AutoCAD SHX Text Sleeve (2 " O.D.)38" O.D.)

AutoCAD SHX Text C " Holes34" Holes

AutoCAD SHX Text 5 "12"

AutoCAD SHX Text 7 "12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text

0.138 Thickness

AutoCAD SHX Text Neutral Axis

AutoCAD SHX Text Post Bolt Slot

AutoCAD SHX Text (Not Used)

AutoCAD SHX Text L

AutoCAD SHX Text 1"%%c Holes

AutoCAD SHX Text The 4 Interior Slotted Holes Are Optional

AutoCAD SHX Text These Holes Need Not Be Filled With Bolts

AutoCAD SHX Text Note:

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 3"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4 "14"

AutoCAD SHX Text Scale: " = 1'-0"34" = 1'-0"

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text 1'-0 "14"

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4 "14"

AutoCAD SHX Text 3"

AutoCAD SHX Text C " x 3" Slots2932" x 3" Slots

AutoCAD SHX Text 34" x 2 "12"

AutoCAD SHX Text 1 "34"

AutoCAD SHX Text w/Cut Washer On Front Face

AutoCAD SHX Text W-Beam

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text Neutral Axis

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 35%%d

AutoCAD SHX Text Hex Nut & Washer

AutoCAD SHX Text 3 Sides

AutoCAD SHX Text L

AutoCAD SHX Text 2"

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text (AASHTO M-30, Type II)

AutoCAD SHX Text Cable To Be Swage Connected

AutoCAD SHX Text Standard Swaged

AutoCAD SHX Text Dia.

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text Scale: 1 " = 1'-0"12" = 1'-0"

AutoCAD SHX Text 1 "1516"

AutoCAD SHX Text 1"

AutoCAD SHX Text 2 "1116"

AutoCAD SHX Text 38"

AutoCAD SHX Text 7"

AutoCAD SHX Text 5 "14"

AutoCAD SHX Text 1 "58"

AutoCAD SHX Text 38"

AutoCAD SHX Text 1 "14"

AutoCAD SHX Text 34" (6x19) Galvanized

AutoCAD SHX Text 34" Cable

AutoCAD SHX Text Connection For

AutoCAD SHX Text 4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 2"

AutoCAD SHX Text C " Holes34" Holes

AutoCAD SHX Text 316" Bent Plate

AutoCAD SHX Text 1516" Radius

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 38" Radius

AutoCAD SHX Text 2 "2732"

AutoCAD SHX Text 1 "2732"

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2 "14"

AutoCAD SHX Text 1 "18"

AutoCAD SHX Text 58" Hex Head Bolt & Nut

AutoCAD SHX Text Not Be Galv.)

AutoCAD SHX Text L

AutoCAD SHX Text In Steel P

AutoCAD SHX Text 1" Nut & Washer

AutoCAD SHX Text L

AutoCAD SHX Text Two 8d Common

AutoCAD SHX Text Galvanized Nails

AutoCAD SHX Text To Prevent Rotation

AutoCAD SHX Text End Anchor Post

AutoCAD SHX Text Cable Assembly

AutoCAD SHX Text Ground Line

AutoCAD SHX Text 2"%%c I.D. Pipe Sleeve

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text 6"

AutoCAD SHX Text Scale: " = 1'-0"12" = 1'-0"

AutoCAD SHX Text Scale: " = 1'-0"12" = 1'-0"

AutoCAD SHX Text C " Holes34" Holes

AutoCAD SHX Text L

AutoCAD SHX Text 14" P (Need

AutoCAD SHX Text 6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 9"

AutoCAD SHX Text 9"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text C 1 " Hole116" Hole

AutoCAD SHX Text 58" Bearing P

AutoCAD SHX Text 8"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 5"

AutoCAD SHX Text Scale: 1 " = 1'-0"12" = 1'-0"

AutoCAD SHX Text 58" P

AutoCAD SHX Text 1 " Hole116" Hole

AutoCAD SHX Text L

AutoCAD SHX Text 8"

AutoCAD SHX Text 4"

AutoCAD SHX Text 5"

AutoCAD SHX Text 8"

AutoCAD SHX Text Bar. Tack Weld To " P58" P

AutoCAD SHX Text 316" Thick x 1"x 0'-8"

AutoCAD SHX Text L

AutoCAD SHX Text With " Styrofoam12" Styrofoam

AutoCAD SHX Text Use With Steel Anchor

AutoCAD SHX Text Use With Concrete Anchor

AutoCAD SHX Text Plate w/1 " Hole116" Hole

AutoCAD SHX Text 12" x 3"x 2 " End14" End