S01 Attachment 2 Hattiesburg Project Drawings.pdf

PDF 4 MB Posted Oct 10, 2023

Attached to: EWP Elaine Circle, Gordon Creek at Bakery #3, and Mixon Creek Site #5 Sites in Forrest County, Mississippi.
Solicitation number: 12FPC323B0014
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

About this file

Written by GovTribe AI · Dec 21, 2023

This document package includes construction drawings and specifications for an emergency watershed protection project in Forrest County, Mississippi. The project involves debris and sediment removal, excavation, and installation of rock riprap at three sites - Elaine Circle, Gordon Creek at Old Bakery Site #3, and Mixon Creek Site #5. The drawings depict existing conditions, proposed work plans, cross sections, profiles, details, and notes for the three project locations. The related federal contract opportunity is solicitation number 12FPC323B0014 issued by the US Department of Agriculture seeking bids for the emergency watershed protection work at the three specified sites in Forrest County, Mississippi in accordance with the specifications and drawings provided.

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Other files

File	Type	Posted
S01 Amendment 01 Attachment 01 SITE SHOWING ATTENDEES.pdf	PDF	Oct 17, 2023
S01 Amendment 01 12FPC323B0014.pdf	PDF	Oct 17, 2023
S01 Amendment 01 Attachment 02 Hattiesburg QandA.pdf	PDF	Oct 17, 2023
S01 Attachment 1 Construction Specifications.pdf	PDF	Oct 10, 2023
S01 Attachment 3 Wage Determinations.pdf	PDF	Oct 10, 2023
S01 12FPC323B0014.pdf	PDF	Oct 10, 2023

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Emergency Watershed Protection

Hattiesburg Projects

Forrest County, MS

DSR: # SITE NAME LAT./LONG.

28-04-21-5306-307 ELAINE CIRCLE SITE 31.2944/-89.3342

28-04-21-5306-308 GORDONS CREEK AT OLD BARKERY SITE # 3 31.3246/-89.2862

28-04-21-5306-309 MIXON CREEK SITE # 5 31.3558/-89.3391

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CONTRACT

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ESTIMATE

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AMOUNT

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UNIT

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QUANTITIES

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ITEM

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TOTAL

AutoCAD SHX Text L.S. = Lump Sum

AutoCAD SHX Text Mob & DeMob

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AutoCAD SHX Text L.S.

AutoCAD SHX Text Earthfill (Off-Site)

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AutoCAD SHX Text C.Y.

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AutoCAD SHX Text L.S.

AutoCAD SHX Text Concrete Grout

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AutoCAD SHX Text Rock Riprap

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AutoCAD SHX Text Tons

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UNIT

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PRICE

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AMOUNT

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AMOUNT

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QUANTITY

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TOTAL

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PRICE

AutoCAD SHX Text Seeding & Mulching

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AS-BUILT

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AutoCAD SHX Text L.S.

AutoCAD SHX Text Clearing & Grubbing

AutoCAD SHX Text Excavation

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AutoCAD SHX Text L.F.

AutoCAD SHX Text Debris & Sediment Removal

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INDEX OF DRAWINGS

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DESCRIPTION

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PAGE

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NO.

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AutoCAD SHX Text Cover Sheet

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AutoCAD SHX Text Elaine Circle - Plan

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AutoCAD SHX Text Gordons Creek - Cross Sections Profiles

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AutoCAD SHX Text Gordons Creek - Typical Sections (1)

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AutoCAD SHX Text Gordons Creek - Cut and Fill Volume Tables

AutoCAD SHX Text Gordons Creek - Details (1)

AutoCAD SHX Text Gordons Creek - Details (2)

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AutoCAD SHX Text Mixon Creek #5 - Existing Plan (1)

AutoCAD SHX Text Gordons Creek - Plan

AutoCAD SHX Text Elaine Circle - Details

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AutoCAD SHX Text Mixon Creek #5 - Existing Plan (2)

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AutoCAD SHX Text Mixon Creek #5 - Existing Plan (3)

AutoCAD SHX Text Mixon Creek #5 - Plan (1)

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AutoCAD SHX Text Mixon Creek #5 - Plan (2)

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AutoCAD SHX Text Mixon Creek #5 - Plan (3)

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AutoCAD SHX Text Mixon Creek #5 - Profile

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AutoCAD SHX Text Mixon Creek #5 - Cross Section Profiles (1)

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AutoCAD SHX Text Mixon Creek #5 - Cross Section Profiles (2)

AutoCAD SHX Text Gordons Creek - Existing Plan

AutoCAD SHX Text Mixon Creek #5 - Cross Section Profiles (3)

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AutoCAD SHX Text Mixon Creek #5 - Typical Cross Section (1)

AutoCAD SHX Text Mixon Creek #5 - Typical Cross Section (2)

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AutoCAD SHX Text Mixon Creek #5 - Typical Sections

AutoCAD SHX Text Mixon Creek #5 - Cut and Fill Volume Tables (1)

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AutoCAD SHX Text Mixon Creek #5 - Cut and Fill Volume Tables (2)

AutoCAD SHX Text Mixon Creek #5 - Cut and Fill Volume Tables (3)

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AutoCAD SHX Text Mixon Creek #5 - Details (1)

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AutoCAD SHX Text Mixon Creek #5 - Details (2)

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DATE

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REVISIONS

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VICINITY MAP

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CAUTION

AutoCAD SHX Text THE ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR UNAUTHORIZED ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR UNAUTHORIZED ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR UNAUTHORIZED PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR UNAUTHORIZED PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR UNAUTHORIZED THESE PLANS SHALL NOT BE RESPONSIBLE FOR UNAUTHORIZED THESE PLANS SHALL NOT BE RESPONSIBLE FOR UNAUTHORIZED PLANS SHALL NOT BE RESPONSIBLE FOR UNAUTHORIZED PLANS SHALL NOT BE RESPONSIBLE FOR UNAUTHORIZED SHALL NOT BE RESPONSIBLE FOR UNAUTHORIZED SHALL NOT BE RESPONSIBLE FOR UNAUTHORIZED NOT BE RESPONSIBLE FOR UNAUTHORIZED NOT BE RESPONSIBLE FOR UNAUTHORIZED BE RESPONSIBLE FOR UNAUTHORIZED BE RESPONSIBLE FOR UNAUTHORIZED RESPONSIBLE FOR UNAUTHORIZED RESPONSIBLE FOR UNAUTHORIZED FOR UNAUTHORIZED FOR UNAUTHORIZED UNAUTHORIZED UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS SHALL BE IN WRITING OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS SHALL BE IN WRITING OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS SHALL BE IN WRITING USES OF THESE PLANS. ALL CHANGES TO THE PLANS SHALL BE IN WRITING USES OF THESE PLANS. ALL CHANGES TO THE PLANS SHALL BE IN WRITING OF THESE PLANS. ALL CHANGES TO THE PLANS SHALL BE IN WRITING OF THESE PLANS. ALL CHANGES TO THE PLANS SHALL BE IN WRITING THESE PLANS. ALL CHANGES TO THE PLANS SHALL BE IN WRITING THESE PLANS. ALL CHANGES TO THE PLANS SHALL BE IN WRITING PLANS. ALL CHANGES TO THE PLANS SHALL BE IN WRITING PLANS. ALL CHANGES TO THE PLANS SHALL BE IN WRITING ALL CHANGES TO THE PLANS SHALL BE IN WRITING ALL CHANGES TO THE PLANS SHALL BE IN WRITING CHANGES TO THE PLANS SHALL BE IN WRITING CHANGES TO THE PLANS SHALL BE IN WRITING TO THE PLANS SHALL BE IN WRITING TO THE PLANS SHALL BE IN WRITING THE PLANS SHALL BE IN WRITING THE PLANS SHALL BE IN WRITING PLANS SHALL BE IN WRITING PLANS SHALL BE IN WRITING SHALL BE IN WRITING SHALL BE IN WRITING BE IN WRITING BE IN WRITING IN WRITING IN WRITING WRITING WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

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NOTES

AutoCAD SHX Text IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL 811 TO VERIFY ANY CONFLICTING UTILITIES PRIOR TO BEGINNING OF ANY WORK. NUMBERS ARE SUBJECT TO CHANGE AND SHOULD BE CHECKED BY CONTACTING THE LOCAL TELEPHONE COMPANY. THE ROCK GRADATION CHART SHALL BE USED FOR THE RIPRAP DESIGN ON EACH SITE.

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AutoCAD SHX Text MS2022_HATTIESBURG.dwg

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AutoCAD SHX Text Hattiesburg Projects

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HATTIESBURG PROJECTS

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COVER SHEET

AutoCAD SHX Text Forrest County, Mississippi County, MississippiMississippi

HOUSE

FENCE

HOUSE

ELAINE

CIRCLE

120' �

REMOVE DEBRIS IN

\./ORK AREA

0 -----

\./ASHOUT

AREA ---

HOUSE

0 0

Rock Riprap

NOT TD SCALE

DESCRIPTION OF \./ORK

PROTECT HOUSES AND

ROAD \./ITH ROCK RIPRAP

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AutoCAD SHX Text __" Rock Riprap

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NOT TO SCALE

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MAGNETIC

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FLOW

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VARIES

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FENCE

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HOUSE

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HOUSE

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HOUSE

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ELAINE CIRCLE

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WASHOUT AREA

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REMOVE DEBRIS IN WORK AREA

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DESCRIPTION OF WORK PROTECT HOUSES AND ROAD WITH ROCK RIPRAP

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AutoCAD SHX Text MS2022_ELAINE.dwg

AutoCAD SHX Text Drawing No.

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AutoCAD SHX Text Elaine Circle

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DSR #: 28-04-21-5306-307

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ELAINE CIRCLE SITE

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PLAN

AutoCAD SHX Text Lat: 31.2944; Long: -89.3342

Forest County, Mississippi County, MississippiMississippi

Rock Riprap Gradation Detail

ROCK RIPRAP GRADATION CHART

GRADATION NO. 1 GRADATION NO. 2

STON

WEIGHT

POUNDS

CUMULATI

PERCENT GHTER

BY EIGHT

0 - 15

STONE

WEIGHT

POUNDS

CUMULATIVE

PERCENT LIGHTER

BY WEIGHT

50 85

15 50

0 15

Note: Spoils and rock dust that will pass a 3" sieve shall consist of not more than 5% by weight.

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ROCK RIPRAP GRADATION CHART

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GRADATION NO. 1

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GRADATION NO. 2

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STONE

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WEIGHT

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POUNDS

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STONE

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WEIGHT

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POUNDS

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CUMULATIVE

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PERCENT LIGHTER

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BY WEIGHT

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CUMULATIVE

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PERCENT LIGHTER

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BY WEIGHT

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AutoCAD SHX Text 50 - 85

AutoCAD SHX Text 15 - 50

AutoCAD SHX Text 0 - 15

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AutoCAD SHX Text 50 - 85

AutoCAD SHX Text 15 - 50

AutoCAD SHX Text 0 - 15

AutoCAD SHX Text Note: Spalls and rock dust that will pass a

AutoCAD SHX Text 3" sieve shall consist of not more

AutoCAD SHX Text than 5% by weight.

AutoCAD SHX Text Rock Riprap Gradation Detail

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AutoCAD SHX Text MS2022_ELAINE.dwg

AutoCAD SHX Text Drawing No.

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AutoCAD SHX Text Elaine Circle

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DSR #: 28-04-21-5306-307

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ELAINE CIRCLE SITE

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DETAILS

AutoCAD SHX Text Lat: 31.2944; Long: -89.3342

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AutoCAD SHX Text MS2022_GORDONS.dwg

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AutoCAD SHX Text Gordons Creek

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DSR #: 28-04-21-5306-308

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GORDONS CREEK AT OLD BAKERY # 3

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EXISTING PLANPLAN

AutoCAD SHX Text Lat: 31.3246; Long: -89.2862

AutoCAD SHX Text Forest County, Mississippi County, MississippiMississippi

AutoCAD SHX Text Legend

AutoCAD SHX Text Existing 2 FT Contours

AutoCAD SHX Text Existing PIpe

AutoCAD SHX Text Existing Fence

AutoCAD SHX Text Centerline

AutoCAD SHX Text Riprap

AutoCAD SHX Text Existing Top Bank

AutoCAD SHX Text Proposed Riprap Extent

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AutoCAD SHX Text MS2022_GORDONS.dwg

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AutoCAD SHX Text Gordons Creek

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DSR #: 28-04-21-5306-308

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GORDONS CREEK AT OLD BAKERY # 3

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PLAN

AutoCAD SHX Text Lat: 31.3246; Long: -89.2862

AutoCAD SHX Text Forest County, Mississippi County, MississippiMississippi

AutoCAD SHX Text Legend

AutoCAD SHX Text Existing 2 FT Contours

AutoCAD SHX Text Existing Pipe

AutoCAD SHX Text Existing Fence

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AutoCAD SHX Text MS2022_GORDONS.dwg

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AutoCAD SHX Text Gordons Creek

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DSR #: 28-04-21-5306-308

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GORDONS CREEK AT OLD BAKERY # 3

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CROSS SECTIONS PROFILES

AutoCAD SHX Text Lat: 31.3246; Long: -89.2862

AutoCAD SHX Text Forest County, Mississippi County, MississippiMississippi

AutoCAD SHX Text Legend

AutoCAD SHX Text Existing Ground

Proposed Profile ra l R es ou rc es

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AutoCAD SHX Text Not to Scale

AutoCAD SHX Text Typical Section Template - Sta. 1+20 to Sta. 2+19

AutoCAD SHX Text A2

AutoCAD SHX Text Not to Scale

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AutoCAD SHX Text Typical Section Template - Sta. 2+19 to Sta. 2+30

AutoCAD SHX Text Typical Section Template - Sta. 2+30 to Sta. 2+69.54

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text Typical Section Template - Sta. 0+00 to Sta. 1+20

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AutoCAD SHX Text Freeboard Right Bank

AutoCAD SHX Text Proposed Riprap

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AutoCAD SHX Text Freeboard Right Bank

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AutoCAD SHX Text Freeboard Right Bank

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AutoCAD SHX Text MS2022_GORDONS.dwg

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AutoCAD SHX Text Gordons Creek

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DSR #: 28-04-21-5306-308

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GORDONS CREEK AT OLD BAKERY # 3

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TYPICAL SECTIONS (1)

AutoCAD SHX Text Lat: 31.3246; Long: -89.2862

Earthfill Volume Table

Station Area (ft^2) Volume (yd^3) Cum Volume (yd^3)

0+00.00 44.26 0.00 0.00

0+25.00 13.72 24.16 24.16

0+50.00 8.30 11.77 35.93

0+75.00 30.79 16.36 52.29

1+00.00 23.98 26.37 78.66

1+25.00 25.00 25.41 104.07

1+50.00 15.83 17.80 121.87

1+75.00 3.52 8.46 130.33

2+00.00 39.62 20.28 150.61

2+25.00 8.41 24.58 175.19

2+50.00 16.36 11.10 186.29

2+68.79 0.00 5.69 191.98

Excavation Volume Table

Station Area (ft^2) Volume (yd^3) Cum Volume (yd^3)

0+00.00 0.00 0.00 0.00

0+25.00 0.00 0.00 0.00

0+50.00 0.73 0.56 0.56

0+75.00 0.04 0.27 0.83

1+00.00 0.04 0.04 0.87

1+25.00 0.00 0.02 0.89

1+50.00 0.00 0.00 0.89

1+75.00 0.63 0.28 1.17

2+00.00 0.01 0.30 1.47

2+25.00 0.04 0.02 1.49

2+50.00 0.00 0.02 1.51

2+68.79 0.00 0.00 1.51

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AutoCAD SHX Text Gordons Creek

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DSR #: 28-04-21-5306-308

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GORDONS CREEK AT OLD BAKERY # 3

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CUT AND FILL VOLUME TABLES

AutoCAD SHX Text Lat: 31.3246; Long: -89.2862 ra l R es ou rc es

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ROCK RIPRAP GRADATION CHART

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GRADATION NO. 1

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GRADATION NO. 2

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STONE

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WEIGHT

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POUNDS

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STONE

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WEIGHT

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POUNDS

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CUMULATIVE

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PERCENT LIGHTER

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BY WEIGHT

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CUMULATIVE

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PERCENT LIGHTER

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BY WEIGHT

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AutoCAD SHX Text 50 - 85

AutoCAD SHX Text 15 - 50

AutoCAD SHX Text 0 - 15

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AutoCAD SHX Text 50 - 85

AutoCAD SHX Text 15 - 50

AutoCAD SHX Text 0 - 15

AutoCAD SHX Text Note: Spalls and rock dust that will pass a

AutoCAD SHX Text 3" sieve shall consist of not more

AutoCAD SHX Text than 5% by weight.

AutoCAD SHX Text Rock Riprap Gradation Detail

AutoCAD SHX Text Designed

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AutoCAD SHX Text MS2022_GORDONS.dwg

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AutoCAD SHX Text Gordons Creek

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DSR #: 28-04-21-5306-308

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GORDONS CREEK AT OLD BAKERY # 3

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DETAILS (1)

AutoCAD SHX Text Lat: 31.3246; Long: -89.2862 ra l R es ou rc es

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NOTES

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1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL 811 TO VERIFY ANY CONFLICTING IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL 811 TO VERIFY ANY CONFLICTING IS THE CONTRACTOR'S RESPONSIBILITY TO CALL 811 TO VERIFY ANY CONFLICTING IS THE CONTRACTOR'S RESPONSIBILITY TO CALL 811 TO VERIFY ANY CONFLICTING THE CONTRACTOR'S RESPONSIBILITY TO CALL 811 TO VERIFY ANY CONFLICTING THE CONTRACTOR'S RESPONSIBILITY TO CALL 811 TO VERIFY ANY CONFLICTING CONTRACTOR'S RESPONSIBILITY TO CALL 811 TO VERIFY ANY CONFLICTING CONTRACTOR'S RESPONSIBILITY TO CALL 811 TO VERIFY ANY CONFLICTING RESPONSIBILITY TO CALL 811 TO VERIFY ANY CONFLICTING RESPONSIBILITY TO CALL 811 TO VERIFY ANY CONFLICTING TO CALL 811 TO VERIFY ANY CONFLICTING TO CALL 811 TO VERIFY ANY CONFLICTING CALL 811 TO VERIFY ANY CONFLICTING CALL 811 TO VERIFY ANY CONFLICTING 811 TO VERIFY ANY CONFLICTING 811 TO VERIFY ANY CONFLICTING TO VERIFY ANY CONFLICTING TO VERIFY ANY CONFLICTING VERIFY ANY CONFLICTING VERIFY ANY CONFLICTING ANY CONFLICTING ANY CONFLICTING CONFLICTING CONFLICTING UTILITIES PRIOR TO BEGINNING OF ANY WORK. NUMBERS ARE SUBJECT TO CHANGE AND PRIOR TO BEGINNING OF ANY WORK. NUMBERS ARE SUBJECT TO CHANGE AND PRIOR TO BEGINNING OF ANY WORK. NUMBERS ARE SUBJECT TO CHANGE AND TO BEGINNING OF ANY WORK. NUMBERS ARE SUBJECT TO CHANGE AND TO BEGINNING OF ANY WORK. NUMBERS ARE SUBJECT TO CHANGE AND BEGINNING OF ANY WORK. NUMBERS ARE SUBJECT TO CHANGE AND BEGINNING OF ANY WORK. NUMBERS ARE SUBJECT TO CHANGE AND OF ANY WORK. NUMBERS ARE SUBJECT TO CHANGE AND OF ANY WORK. NUMBERS ARE SUBJECT TO CHANGE AND ANY WORK. NUMBERS ARE SUBJECT TO CHANGE AND ANY WORK. NUMBERS ARE SUBJECT TO CHANGE AND WORK. NUMBERS ARE SUBJECT TO CHANGE AND WORK. NUMBERS ARE SUBJECT TO CHANGE AND NUMBERS ARE SUBJECT TO CHANGE AND NUMBERS ARE SUBJECT TO CHANGE AND ARE SUBJECT TO CHANGE AND ARE SUBJECT TO CHANGE AND SUBJECT TO CHANGE AND SUBJECT TO CHANGE AND TO CHANGE AND TO CHANGE AND CHANGE AND CHANGE AND AND AND SHOULD BE CHECKED BY CONTACTING THE LOCAL TELEPHONE COMPANY. 2. COORDINATES ARE NAVD83 MISSISSIPPI STATE PLANES EAST ZONE (US FOOT). COORDINATES ARE NAVD83 MISSISSIPPI STATE PLANES EAST ZONE (US FOOT). 3. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR THE ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR THESE PLANS SHALL NOT BE RESPONSIBLE FOR THESE PLANS SHALL NOT BE RESPONSIBLE FOR PLANS SHALL NOT BE RESPONSIBLE FOR PLANS SHALL NOT BE RESPONSIBLE FOR SHALL NOT BE RESPONSIBLE FOR SHALL NOT BE RESPONSIBLE FOR NOT BE RESPONSIBLE FOR NOT BE RESPONSIBLE FOR BE RESPONSIBLE FOR BE RESPONSIBLE FOR RESPONSIBLE FOR RESPONSIBLE FOR FOR FOR UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS USES OF THESE PLANS. ALL CHANGES TO THE PLANS USES OF THESE PLANS. ALL CHANGES TO THE PLANS OF THESE PLANS. ALL CHANGES TO THE PLANS OF THESE PLANS. ALL CHANGES TO THE PLANS THESE PLANS. ALL CHANGES TO THE PLANS THESE PLANS. ALL CHANGES TO THE PLANS PLANS. ALL CHANGES TO THE PLANS PLANS. ALL CHANGES TO THE PLANS ALL CHANGES TO THE PLANS ALL CHANGES TO THE PLANS CHANGES TO THE PLANS CHANGES TO THE PLANS TO THE PLANS TO THE PLANS THE PLANS THE PLANS PLANS PLANS SHALL BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4. THE FINISHED CROSS SECTIONS SHALL BE CONSTRUCTED USING THE PROPOSED PLAN THE FINISHED CROSS SECTIONS SHALL BE CONSTRUCTED USING THE PROPOSED PLAN FINISHED CROSS SECTIONS SHALL BE CONSTRUCTED USING THE PROPOSED PLAN FINISHED CROSS SECTIONS SHALL BE CONSTRUCTED USING THE PROPOSED PLAN CROSS SECTIONS SHALL BE CONSTRUCTED USING THE PROPOSED PLAN CROSS SECTIONS SHALL BE CONSTRUCTED USING THE PROPOSED PLAN SECTIONS SHALL BE CONSTRUCTED USING THE PROPOSED PLAN SECTIONS SHALL BE CONSTRUCTED USING THE PROPOSED PLAN SHALL BE CONSTRUCTED USING THE PROPOSED PLAN SHALL BE CONSTRUCTED USING THE PROPOSED PLAN BE CONSTRUCTED USING THE PROPOSED PLAN BE CONSTRUCTED USING THE PROPOSED PLAN CONSTRUCTED USING THE PROPOSED PLAN CONSTRUCTED USING THE PROPOSED PLAN USING THE PROPOSED PLAN USING THE PROPOSED PLAN THE PROPOSED PLAN THE PROPOSED PLAN PROPOSED PLAN PROPOSED PLAN PLAN PLAN ELEVATIONS AND THE ASSOCIATED SECTION TEMPLATES. 5. ALL RIPRAP ROCK SIZES SHALL HAVE A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION ALL RIPRAP ROCK SIZES SHALL HAVE A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION RIPRAP ROCK SIZES SHALL HAVE A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION RIPRAP ROCK SIZES SHALL HAVE A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION ROCK SIZES SHALL HAVE A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION ROCK SIZES SHALL HAVE A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION SIZES SHALL HAVE A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION SIZES SHALL HAVE A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION SHALL HAVE A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION SHALL HAVE A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION HAVE A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION HAVE A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION A D50 OF 15 IN. SEE ROCK RIPRAP GRADATION D50 OF 15 IN. SEE ROCK RIPRAP GRADATION D50 OF 15 IN. SEE ROCK RIPRAP GRADATION OF 15 IN. SEE ROCK RIPRAP GRADATION OF 15 IN. SEE ROCK RIPRAP GRADATION 15 IN. SEE ROCK RIPRAP GRADATION 15 IN. SEE ROCK RIPRAP GRADATION IN. SEE ROCK RIPRAP GRADATION IN. SEE ROCK RIPRAP GRADATION SEE ROCK RIPRAP GRADATION SEE ROCK RIPRAP GRADATION ROCK RIPRAP GRADATION ROCK RIPRAP GRADATION RIPRAP GRADATION RIPRAP GRADATION GRADATION GRADATION FROM DETAILS SHEET(S). 6. GROUT SHALL BE APPLIED TO THE PROPOSED RIPRAP PLACED AS INDICATED ON THE GROUT SHALL BE APPLIED TO THE PROPOSED RIPRAP PLACED AS INDICATED ON THE SHALL BE APPLIED TO THE PROPOSED RIPRAP PLACED AS INDICATED ON THE SHALL BE APPLIED TO THE PROPOSED RIPRAP PLACED AS INDICATED ON THE BE APPLIED TO THE PROPOSED RIPRAP PLACED AS INDICATED ON THE BE APPLIED TO THE PROPOSED RIPRAP PLACED AS INDICATED ON THE APPLIED TO THE PROPOSED RIPRAP PLACED AS INDICATED ON THE APPLIED TO THE PROPOSED RIPRAP PLACED AS INDICATED ON THE TO THE PROPOSED RIPRAP PLACED AS INDICATED ON THE TO THE PROPOSED RIPRAP PLACED AS INDICATED ON THE THE PROPOSED RIPRAP PLACED AS INDICATED ON THE THE PROPOSED RIPRAP PLACED AS INDICATED ON THE PROPOSED RIPRAP PLACED AS INDICATED ON THE PROPOSED RIPRAP PLACED AS INDICATED ON THE RIPRAP PLACED AS INDICATED ON THE RIPRAP PLACED AS INDICATED ON THE PLACED AS INDICATED ON THE PLACED AS INDICATED ON THE AS INDICATED ON THE AS INDICATED ON THE INDICATED ON THE INDICATED ON THE ON THE ON THE THE THE PLAN. 7. A PROTECTION COVER SHALL BE INSTALLED. A PROTECTION COVER SHALL BE INSTALLED. 8. ALL CLEARING AND GRUBBING SHALL BE APPLIED ON SITE BEFORE CONSTRUCTION. ALL CLEARING AND GRUBBING SHALL BE APPLIED ON SITE BEFORE CONSTRUCTION. 9. GEOTEXTILE FABRIC SHALL BE INSTALLED ON THE SITE AS INDICATED ON THE CROSS GEOTEXTILE FABRIC SHALL BE INSTALLED ON THE SITE AS INDICATED ON THE CROSS FABRIC SHALL BE INSTALLED ON THE SITE AS INDICATED ON THE CROSS FABRIC SHALL BE INSTALLED ON THE SITE AS INDICATED ON THE CROSS SHALL BE INSTALLED ON THE SITE AS INDICATED ON THE CROSS SHALL BE INSTALLED ON THE SITE AS INDICATED ON THE CROSS BE INSTALLED ON THE SITE AS INDICATED ON THE CROSS BE INSTALLED ON THE SITE AS INDICATED ON THE CROSS INSTALLED ON THE SITE AS INDICATED ON THE CROSS INSTALLED ON THE SITE AS INDICATED ON THE CROSS ON THE SITE AS INDICATED ON THE CROSS ON THE SITE AS INDICATED ON THE CROSS THE SITE AS INDICATED ON THE CROSS THE SITE AS INDICATED ON THE CROSS SITE AS INDICATED ON THE CROSS SITE AS INDICATED ON THE CROSS AS INDICATED ON THE CROSS AS INDICATED ON THE CROSS INDICATED ON THE CROSS INDICATED ON THE CROSS ON THE CROSS ON THE CROSS THE CROSS THE CROSS CROSS CROSS SECTION TEMPLATES. 10. FINAL ALIGNMENT AND PLACEMENT OF ROCK AND GROUT SHALL BE DETERMINED IN THE FINAL ALIGNMENT AND PLACEMENT OF ROCK AND GROUT SHALL BE DETERMINED IN THE ALIGNMENT AND PLACEMENT OF ROCK AND GROUT SHALL BE DETERMINED IN THE ALIGNMENT AND PLACEMENT OF ROCK AND GROUT SHALL BE DETERMINED IN THE AND PLACEMENT OF ROCK AND GROUT SHALL BE DETERMINED IN THE AND PLACEMENT OF ROCK AND GROUT SHALL BE DETERMINED IN THE PLACEMENT OF ROCK AND GROUT SHALL BE DETERMINED IN THE PLACEMENT OF ROCK AND GROUT SHALL BE DETERMINED IN THE OF ROCK AND GROUT SHALL BE DETERMINED IN THE OF ROCK AND GROUT SHALL BE DETERMINED IN THE ROCK AND GROUT SHALL BE DETERMINED IN THE ROCK AND GROUT SHALL BE DETERMINED IN THE AND GROUT SHALL BE DETERMINED IN THE AND GROUT SHALL BE DETERMINED IN THE GROUT SHALL BE DETERMINED IN THE GROUT SHALL BE DETERMINED IN THE SHALL BE DETERMINED IN THE SHALL BE DETERMINED IN THE BE DETERMINED IN THE BE DETERMINED IN THE DETERMINED IN THE DETERMINED IN THE IN THE IN THE THE THE FIELD BY THE COR.

AutoCAD SHX Text Designed

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AutoCAD SHX Text MS2022_GORDONS.dwg

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AutoCAD SHX Text Gordons Creek

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DSR #: 28-04-21-5306-308

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GORDONS CREEK AT OLD BAKERY # 3

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DETAILS (2)

AutoCAD SHX Text Lat: 31.3246; Long: -89.2862 ra l R es ou rc es

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DSR #: 28-04-21-5306-309

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MIXON CREEK # 5

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EXISTING PLAN (1)PLAN (1) (1)

AutoCAD SHX Text Lat: 31.3558; Long: -89.3391

AutoCAD SHX Text Forrest County, Mississippi County, MississippiMississippi

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AutoCAD SHX Text Existing 2 FT Contours

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DSR #: 28-04-21-5306-309

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MIXON CREEK # 5

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EXISTING PLAN (2)PLAN (2) (2)

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AutoCAD SHX Text Forrest County, Mississippi County, MississippiMississippi

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DSR #: 28-04-21-5306-309

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MIXON CREEK # 5

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AutoCAD SHX Text Forrest County, Mississippi County, MississippiMississippi

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DSR #: 28-04-21-5306-309

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MIXON CREEK # 5

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PLAN (1) (1)

AutoCAD SHX Text Lat: 31.3558; Long: -89.3391

AutoCAD SHX Text Forrest County, Mississippi County, MississippiMississippi

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DSR #: 28-04-21-5306-309

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MIXON CREEK # 5

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PLAN (2) (2)

AutoCAD SHX Text Lat: 31.3558; Long: -89.3391

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DSR #: 28-04-21-5306-309

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MIXON CREEK # 5

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AutoCAD SHX Text Lat: 31.3558; Long: -89.3391

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DSR #: 28-04-21-5306-309

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MIXON CREEK # 5

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PROFILE

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DSR #: 28-04-21-5306-309

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MIXON CREEK # 5

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CROSS SECTION PROFILES (1)

AutoCAD SHX Text Lat: 31.3558; Long: -89.3391

AutoCAD SHX Text Forrest County, Mississippi County, MississippiMississippi

Mixon Creek-Cross Section Profiles ra l R es ou rc es

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DSR #: 28-04-21-5306-309

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MIXON CREEK # 5

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CROSS SECTION PROFILES (2)

AutoCAD SHX Text Lat: 31.3558; Long: -89.3391

AutoCAD SHX Text Forrest County, Mississippi County, MississippiMississippi

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DSR #: 28-04-21-5306-309

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MIXON CREEK # 5

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CROSS SECTION PROFILES (3)

AutoCAD SHX Text Lat: 31.3558; Long: -89.3391

AutoCAD SHX Text Forrest County, Mississippi County, MississippiMississippi

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DSR #: 28-04-21-5306-309

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MIXON CREEK # 5

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DSR #: 28-04-21-5306-309

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MIXON CREEK # 5

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DSR #: 28-04-21-5306-309

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AutoCAD SHX Text Lat: 31.3558; Long: -89.3391

Excavation Volume Table

0+00.00 4.15 0.00 0.00

0+25.00 0.30 2.06 2.06

0+50.00 10.03 5.10 7.16

0+70.61 0.00 2.52 9.68

Earthfill Volume Table

Station Area (ft^2) Volume (yd^3) Cum Volume (yd^3)

0+00.00 7.00 0.00 0.00

0+25.00 121.56 59.52 59.52

0+50.00 39.85 74.62 134.14

0+70.61 0.00 14.48 148.62

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AutoCAD SHX Text Mixon Creek-Cross Section-Volume Tables

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text

AutoCAD SHX Text 7/28/23

AutoCAD SHX Text

AutoCAD SHX Text MS2022_MIXON.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

AutoCAD SHX Text Mixon Creek

AutoCAD SHX Text

DSR #: 28-04-21-5306-309

AutoCAD SHX Text

MIXON CREEK # 5

AutoCAD SHX Text

CUT AND FILL VOLUME TABLES (1)

AutoCAD SHX Text Lat: 31.3558; Long: -89.3391

Excavation Volume Table

0+00.00 0.00 0.00 0.00

0+25.00 10.27 4.54 4.54

0+50.00 0.00 2.98 7.52

0+71.01 0.00 0.00 7.52

Earthfill Volume Table

Station Area (ft^2) Volume (yd^3) Cum Volume (yd^3)

0+00.00 0.00 0.00 0.00

0+25.00 9.18 4.16 4.16

0+50.00 37.70 16.77 20.93

0+71.01 0.00 14.67 35.60

Excavation Volume Table

Station Area (ft^2) Volume (yd^3) Cum Volume (yd^3)

0+00.00 0.00 0.00 0.00

0+25.00 0.26 0.18 0.18

0+50.00 0.76 0.47 0.65

0+75.00 0.00 0.34 0.99

1+00.00 0.58 0.32 1.31

1+25.00 0.34 0.32 1.63

1+50.00 10.77 5.51 7.14

1+66.61 6.55 0.00 7.14

Earthfill Volume Table

Station Area (ft^2) Volume (yd^3) Cum Volume (yd^3)

0+00.00 0.00 0.00 0.00

0+25.00 25.05 14.96 14.96

0+50.00 40.34 30.27 45.23

0+75.00 38.00 35.63 80.86

1+00.00 46.36 42.95 123.81

1+25.00 45.68 36.82 160.63

1+50.00 3.28 22.67 183.30

1+66.61 1.37 0.00 183.30

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AutoCAD SHX Text Mixon Creek-Left Descending Bank-Volume Tables

AutoCAD SHX Text Mixon Creek-Right Descending Bank-Volume Tables

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text

AutoCAD SHX Text 7/28/23

AutoCAD SHX Text

AutoCAD SHX Text MS2022_MIXON.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

AutoCAD SHX Text Mixon Creek

AutoCAD SHX Text

DSR #: 28-04-21-5306-309

AutoCAD SHX Text

MIXON CREEK # 5

AutoCAD SHX Text

CUT AND FILL VOLUME TABLES (2)

AutoCAD SHX Text Lat: 31.3558; Long: -89.3391

Stone-Fill Volume Table

0+00.00 0.00 0.00 0.00

0+25.00 5.10 2.36 2.36

0+50.00 12.69 8.24 10.60

0+75.00 8.67 9.89 20.49

1+00.00 5.51 6.56 27.05

1+25.00 14.53 9.26 36.31

1+50.00 26.58 15.31 51.62

1+75.00 15.33 19.41 71.03

1+86.26 2.13 3.63 74.66

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AutoCAD SHX Text Mixon Creek-Peak Stone Dike-Volume Tables

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text

AutoCAD SHX Text 7/28/23

AutoCAD SHX Text

AutoCAD SHX Text MS2022_MIXON.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

AutoCAD SHX Text Mixon Creek

AutoCAD SHX Text

DSR #: 28-04-21-5306-309

AutoCAD SHX Text

MIXON CREEK # 5

AutoCAD SHX Text

CUT AND FILL VOLUME TABLES (3)

AutoCAD SHX Text Lat: 31.3558; Long: -89.3391 ra l R es ou rc es

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AutoCAD SHX Text Not to Scale

AutoCAD SHX Text Typical Cross Section-Tree and Debris Removal Detail

AutoCAD SHX Text A1

AutoCAD SHX Text Trees and Debris leaning more than 45 degrees into channel shall be removed

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Tree and Debris Removal Detail

AutoCAD SHX Text

ROCK RIPRAP GRADATION CHART

AutoCAD SHX Text

GRADATION NO. 2

AutoCAD SHX Text

GRADATION NO. 3

AutoCAD SHX Text

STONE

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text

POUNDS

AutoCAD SHX Text

STONE

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text

POUNDS

AutoCAD SHX Text

CUMULATIVE

AutoCAD SHX Text

PERCENT LIGHTER

AutoCAD SHX Text

BY WEIGHT

AutoCAD SHX Text

CUMULATIVE

AutoCAD SHX Text

PERCENT LIGHTER

AutoCAD SHX Text

BY WEIGHT

AutoCAD SHX Text

AutoCAD SHX Text 50 - 85

AutoCAD SHX Text 15 - 50

AutoCAD SHX Text 0 - 15

AutoCAD SHX Text

AutoCAD SHX Text 50 - 85

AutoCAD SHX Text 15 - 50

AutoCAD SHX Text 0 - 15

AutoCAD SHX Text Note: Spalls and rock dust that will pass a

AutoCAD SHX Text 3" sieve shall consist of not more

AutoCAD SHX Text than 5% by weight.

AutoCAD SHX Text Rock Riprap Gradation Detail

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text

AutoCAD SHX Text 7/28/23

AutoCAD SHX Text

AutoCAD SHX Text MS2022_MIXON.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

AutoCAD SHX Text Mixon Creek

AutoCAD SHX Text

DSR #: 28-04-21-5306-309

AutoCAD SHX Text

MIXON CREEK # 5

AutoCAD SHX Text

DETAILS (1)

AutoCAD SHX Text Lat: 31.3558; Long: -89.3391 ra l R es ou rc es

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AutoCAD SHX Text

NOTES

AutoCAD SHX Text

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 10, 2023.