Plans_-_Salt_Storage_Shed_Standard_1_29_2025.pdf

PDF 151 KB Posted Mar 25, 2025

Attached to: KDOT Reinforcing Steel and Parts - Salt Storage
Solicitation number: EVT0010246
Issued by: Rooks County, Kansas

About this file

Written by GovTribe AI · Apr 3, 2025

This document is a detailed engineering design plan from the Kansas Department of Transportation (KDOT) for a Salt Storage Shed Improvement project, specifically focusing on standard construction specifications and structural details for a salt storage facility. The technical drawing provides comprehensive blueprints for shed construction, including precise measurements, reinforcement bar placements, post configurations, waterproofing membrane applications, and structural components such as silt plates, anchors, and galvanized hardware. The plan includes multiple sectional views (Sections A-A, B-B, C-C, D-D) detailing specific construction techniques and material specifications for posts, bars, anchors, and overall structural assembly.

The technical drawing indicates a standardized approach to salt storage shed construction, with a focus on durability and systematic building methods. The design incorporates specific material requirements such as CCA-treated (or equivalent) wood, galvanized hardware, and precise reinforcement bar placements. The plan includes a bill of reinforcement with detailed specifications for different bar types (W1, F1, W2, F2, etc.), their sizes, quantities, and lengths. The document is dated for the 2025 project year and appears to be a certified KDOT graphics standard design that can be utilized for multiple salt storage shed construction projects across the state, providing a uniform engineering approach to infrastructure development.

View the file

Other files

File	Type	Posted
RFQ_-_EVT10246.pdf	PDF	Mar 25, 2025
KDOT_Reinforcing_Steel_and_Parts_-_Salt_Storage.pdf	PDF	Mar 25, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

58 KA-7579-01

Br. No. -58- ()

KANSAS DEPARTMENT OF TRANSPORTATION

CADD

CADD CK.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

APP'D

QUANTITIES

QUAN. CK.

P lo t t e d

L o g a n .P it t m a n k s .g o v

H E

N R

Y .K

L O

S T

E R

P t

L o c a t io n

R o a d

S a lt S to r a g e

S h e d

S ta n d a r d .d g n

F il e

P t

D a t e

A N

STATE PROJECT NO. YEAR

TOTAL

SHEETS

SHEET NO.

Terry L. FleckFHWA APPROVAL 10-20-10

KANSAS

Sheet No.

Co.Proj.

Br. No.

K D

O T G r a p h ic s C e r ti fi e d

KDOT Graphics Certified 11-09-2021

Location

New

Cu. Yds.

Class 1

Excavation

Cu. Yds.

Gr. 4.0 Concrete

Lbs.

Grade 60 Epoxy Coated Reinforcing Steel

Lbs.

ASTH A36

Structural Steel

Sq. Yds.

Membrane Waterproofing Substructure

Cu. Yds.

Stabilization Foundation

Lump Sum Exist. Structure Removal of

Lump Sum Mobilization

Summary of Quantities

Totals 130 46.9 8,000 415 140 13 1 1 or at locations approved by the Engineer.

the Contractor, and if used, place only at location shown, noted on the plans. Construction joints are optional with a 3/4" triangular molding, or 1/2" radius except as otherwise footings. Expand all exposed edges of all concrete with

The Contractor may use Concrete (Grade 4.0) in the

CONCRETE: Concrete is bid as Concrete (Grade 4.0 XAE) epoxy coated.

of ASTH AG15 Grade 60. All reinforcing steel shall be reinforcing steels shall conform to the requirements to the centerline of bars unless otherwise noted. All

REINFORCING STEEL: All reinforcing steel dimensions are

GENERAL NOTES

IT09. Do not apply before concrete is 4 days old.

Use a material that conforms to KDOT Specifications will be placed to the limits shown in Section A:A.

SUBSTRUCTURE WATERPROOFING MEMBRANE: This material anchor bolts shall be galvinized.

GALVINIZATION: All angles, plates, hardware nails and listed above shall be galvinized.

bolts are subsidary to Structural Steel. All material to ASTH A-96. All bolts, nuts, washers, and anchor

STRUCTURAL STEEL: All structural steel shall conform

Waterproofing Membrane.

exposed surfaces not covered with Substructure

MASONRY COATING: Apply masonry coating to all

EPOXY GRADE 60

BILL OF REINFORCEMENT

SOURCE SIZE No. LENGTH BCXF

36 5'-0"

7'-2"

26'-9"

56'-3"

Varies

5'-7"

23'-7"

53'-1"

3'-6"

6'-8" X

(Typical Oil Walls)

SECTION A-A

Membrane Waterproofing Apply Substructure

Detail A o 8' C-C

+5 WL

+4 W2, W3, or W4

(By Bidders) Asphault Pod

Joint (Typ.)

Keyed Construction

10"

(Typ.)

2" CL

+5 FL (Tpy.)4'-0"

3 equal spc. - 3'-6" +4 F2, F3, or F4 3"

C L8

S p c

W o r

Slope to Drain Finished Groundline

5'-10"

2'-5"

T Vor. from 2'-3" to ra 8 oa

F L

W L

T y p

139 Rods (Galv.)

R. Washer 1/4" x 2' x 2'

Post Exist 6x8

5" (Typ.)

(CCA or Equivalent) 2x10 Silt Plate

(39 rect).

center between posts washer * 4'-0" C-C (Typ.)

and 1/4" thick plate boltswith rect. washer Galv. 5/4" J-hook anchor

(Between Posts)

DETAIL A

(12'-0" Opening) D R A F T

D R A F T

Post Exist 6x8

(Of Posts)

DETAIL A

(CCA or Equivalent) 2x10 Silt Plate

Focc From Inside 3/2" (Typ.)

3/4" x 8/7" Galv. Rodhood Anchor

(Galv.)

L 4x4x4/3x4

(Type III) (Galv.)) Bar 4" x 1/4" x 10"

See Bending Diagram

NF - Near Face

FF - Far Face

EF - Each Face door opening centered.

bars are for the short front wallsW4

W3, F3 bars are for the short back wall to the ridge of the building.

W2, F2 bars are for the long walls parallel** NOTE:

°°+4 F2, F3, or F4

°°+4 W2, W3, or W4

8" (Typ.)

+5 F1

+5 W1

2' 2'

74 rods (Galv.)

L 4" x 4" x 1/4"

7/8" Hole

1 1/2"

1 1/2" 5" 2 1/2" 2 1/2" 5" 2 1/2"

1'-11"

7/8" Hole (Typ.)

(Type II) (4 rods (Galv.)) Bent Bar 4" x 1/4" x 1'-11"

2 1/2"

Section Thru Bent Bar

1'-11"

7/8" Hole (Typ.)

(Type II) (2 rods (Galv.)) Bar 4" x 1/4" x 1'-11"

1 1/2" 1'-2" 5" 2 1/2"

7/8" Hole (Typ.)

2 1/2" 2 1/2"5"

10"

(Type III) (74 rods (Galv.)) Bar 4" x 1/4" x 10"

+5 F1 (Typ.)

2'-0" min. kip (Typ.)

(Partial Plan of Corner)

DETAIL D

+4 F2, F3, or F4 (Typ.)

+4 F1 top to

+4 W2, W3, or W4 (Typ.)

+4 W1 top to

(of Corner Posts)

SECTION C-C

Post Exist 6x8

(CCA or Equivalent) 2x10 Silt Plate(Galv.)

L 4x4x4/3x4

(Type III) (Galv.)

Bar 4" x 1/4" x 10"

(Type II) (Galv.)

Bent Bar 4" x 1/4" x 1'-11"

3/4" x 8 1/2" Galv. Rodhood Anchor

Bolts/Nuts/Washers 3/4" x 5 1/2" A-30T

Post Exist 6x8

(Galv.)

L 4x4x4/3x4

(Type III) (Galv.)

Bar 4" x 1/4" x 10"

(Type II) (Galv.)

Bent Bar 4" x 1/4" x 1'-11"

3/4" x 8 1/2" Galv. Rodhood Anchor

3/4" x 5 1/2" A-30T Bolts/Nuts/Washers

(of Edge Posts)

SECTION B-B

(CCA or Equivalent) 2x10 Silt Plate

(Galv.) (Typ.)

L 4x4x4/3x4

(CCA or Equivalent) 2x10 Silt Plate

Post Exist 6x8

(Type III) (Galv.) (Typ.)

Bar 4" x 1/4" x 10"

(of Posts)

SECTION D-D

3/4" x 8 1/2" (80 rods) Galv. Rodhood Anchor System

(52 rods) (Galv.)

3/4" x 7 1/2" A-30T Bolts/Nuts/Washers

(28 rods) (Galv.)

3/4" x 9 1/2" A-30T Bolts/Nuts/Washers

Post Exist 6x8

(Galv.)

L 4x4x4/3x4

(Type III) (Galv.)

Bar 4" x 1/4" x 10"

SHED IMPROVEMENTS

KDOT SALT STORAGE

5'-9" by r-2" oa

Sheet No.

File details come from the government source that posted it. Updated Apr 3, 2025.