ATTACH_1_-_PLANS_AND_SPECS_LOUDERMILK_PHASE_2.pdf

PDF 7 MB Posted Jun 27, 2025

Attached to: LOUDERMILK PHASE II - CONSTRUCTION RECLAMATION Federal contract opportunity
Solicitation number: 140S0325B0002
Issued by: Department of the Interior Office of Surface Mining Reclamation and Enforcement

About this file

Written by GovTribe AI · Jun 27, 2025

The document is a comprehensive set of engineering plans and specifications for the Loudermilk Phase 2 AML Reclamation Project located in Rogers County, Oklahoma. The project covers approximately 64.95 acres (2,829,302.6 square feet) with an earth fill volume of 520,301 cubic yards and a cut to fill ratio of 1.09. The reclamation work involves clearing and grubbing approximately 65 acres, installing a five-wire fence, constructing gradient terraces, performing deep disking, and implementing permanent erosion control through lime application, fertilization, and seeding with Bermudagrass and Korean Lespedeza.

Key specifications include utilizing an air curtain incinerator for debris removal, placing earth fill in uniform layers, installing rock check dams and straw wattles for sediment control, and preparing the site for vegetation with specific requirements for seedbed preparation, fertilization, and seeding. The project is being prepared for the Office of Surface Mining Reclamation and Enforcement (OSMRE) by Rogers Engineering & Construction, with a project completion timeline of 325 calendar days. The total project area is located at geographical coordinates 36.43172, -95.56742, and the work will be conducted in accordance with Oklahoma Department of Transportation specifications and OSMRE supplemental guidelines.

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Other files for this federal contract opportunity

Other files attached to LOUDERMILK PHASE II - CONSTRUCTION RECLAMATION, newest first.
File	Type	Posted
Sol_140S0325B0002_Amd_0001.pdf	PDF	Jul 18, 2025
LOUDERMILK_BASIC_dwg_0001.zip	ZIP file	Jul 18, 2025
140S0325B0002_AMEND_01_LOUDERMILK_II_Q_A_0001.pdf	PDF	Jul 18, 2025
ATTENDANCE_PRE_BID_0001.pdf	PDF	Jul 18, 2025
ATTACH_8_-_BidBond_SF24-23a.pdf	PDF	Jun 27, 2025
ATTACH_9_-_QualStmt.pdf	PDF	Jun 27, 2025
Sol_140S0325B0002.pdf	PDF	Jun 27, 2025
ATTACH_5_-_AML_Contractor_Information_Form.pdf	PDF	Jun 27, 2025
ATTACH_2_-_WAGE_DETERMINATION_OK202500240_01_03_2025.pdf	PDF	Jun 27, 2025
ATTACH_10_-_Performance_Bond_SF25-23a.pdf	PDF	Jun 27, 2025
ATTACH_7_-_AffidavitOfIndivSurety_SF28-23a.pdf	PDF	Jun 27, 2025
140S0325B0002_IFB_LOUDERMILK_II_AML_CONST.pdf	PDF	Jun 27, 2025
ATTACH_3_-_BID_SCHEDULE.pdf	PDF	Jun 27, 2025
ATTACH_6_-_PaymentBond_SF25A-23a.pdf	PDF	Jun 27, 2025

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Total inclusion area: 2,829,302.6 S.F., 64.95 Acres Cut to Fill ratio: 1.09

PROJECT VICINITY MAP

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ROGERS COUNTY

LOUDERMILK PHASE 2 AML

RECLAMATION PROJECT

AML PROBLEM AREA OK-255

36.43172,-95.56742

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AutoCAD SHX Text SHEET INDEX: C1 TITLE SHEET C1.1 EXISTING SITE C1.2 SURVEY DATA SURVEY DATA C2 PROPOSED SITE PROPOSED SITE C3 SWPPP C4 CROSS-SECTION PLAN CROSS-SECTION PLAN CROSS-SECTION PLAN X1-X5 CROSS-SECTIONS D1-1.1 ADDITIONAL DETAILS D2 FENCE DETAIL (5-BARB)

AutoCAD SHX Text PREPARED FOR: OFFICE OF SURFACE MINING RECLAMATION AND ENFORCEMENT (OSMRE) US DEPARTMENT OF INTERIOR TULSA FIELD OFFICE 1 WEST 3RD STREET, SUITE 1600 TULSA, OK 74103-3521

AutoCAD SHX Text PREPARED BY: ROGERS ENGINEERING & CONSTRUCTION 6035 S. INDUSTRIAL DRIVE CHELSEA, OK 74016 PH: 918-520-2159 rogers.engineer@sbcglobal.net CA #4369 EXP. 6/30/2025

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AutoCAD SHX Text PART OF THE N/2 OF NW/4 OF SE/4 AND PART OF S2 OF THE NE/4 SECTION 35, TOWNSHIP 23 NORTH,RANGE 16 EAST, ROGERS COUNTY

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A verage C ut D epth: 8.16 A verage Fill D epth: 14.62

M ax C ut D epth: 31.10 M ax Fill D epth: 48.24

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Fill volum e: 14,048,132.3 C .F., 520,301.20 C

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PHONE: (918) 520-2159 CA# 4369

764748

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716 714

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TO ENSURE INGRESS AND EGRESS

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(APPROX. 600 LF TO COUNTY ROAD)

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ROCK DROP

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TO ENSURE INGRESS AND EGRESS

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(APPROX. 600 LF TO COUNTY ROAD)

QUANTITIES WERE DETERMINED BY

COMPARING DIGITAL MODELS OF BEFORE

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Total inclusion area: 2,829,302.6 S.F., 64.95 Acres Cut to Fill ratio: 1.09 Average Cut Depth: 8.16 Average Fill Depth: 14.62 Max Cut Depth: 31.10 Max Fill Depth: 48.24 Cut (C.Y.) / Area (acres): 8693.92 Fill (C.Y.) / Area (acres): 8010.57 Cut volume: 15,246,518.9 C.F., 564,685.89 C.Y.

Fill volume: 14,048,132.3 C.F., 520,301.20 C.Y.

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AutoCAD SHX Text Issued:

AutoCAD SHX Text Revisions:

AutoCAD SHX Text

HYDROLOGY

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

PHONE: (918) 520-2159 CA# 4369

AutoCAD SHX Text

SITE DESIGN

AutoCAD SHX Text

BEFORE

AutoCAD SHX Text

YOU DIG ...

AutoCAD SHX Text

CALL OKIE

ABOVE POINT 'Y'

POINT 'X' SHALL BE

'B' ARE OF EQUAL ELEVATION (MAX. 200').

'L' = THE DISTANCE SUCH THAT POINTS 'A' AND

SPACING BETWEEN CHECK DAMS

SECTION A - A

VIEW LOOKING UPSTREAM

POINT 'A' POINT 'B'

1/2 D

1.5 D = 3'

'L'

1/2 D =1' D=2'

FLOW

ROCK CHECK DAM DETAIL

CHANNELS UP TO 4% FLOWLINE SLOPE-

4" TO 6" STONE

NOTES:

1. MUST BE INSTALLED PROPERLY TO AVOID NOTICE OF

VIOLATION.

2. STRAW WATTLES SHALL BE PLACED ON SLOPE CONTOURS TO

MAXIMIZE PONDING EFFICIENCY.

3. INSPECT AND REPAIR WATTLES AFTER EACH STORM EVENT

AND REMOVE SEDIMENT WHEN NECESSARY. 4" MAXIMUM

RECOMMENDED STORAGE HEIGHT.

4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA

THAT WILL NOT CONTRIBUTE TO SEDIMENT OFF-SITE AND

CAN BE PERMANENTLY STABILIZED.

TRENCH DETAIL

STRAW WATTLE DETAIL

WOOD POST 3

4" X 34" MINIMUM

AND LENGTH MINIMUM TWICE

THAT OF THE DIAMETER OF WATTLE

9" MIN.

WATTLE SHALL BE TRENCHED

2"-4" INTO SOIL. THERE SHALL BE

NO GAPS BETWEEN WATTLE AND SOIL

FLOW

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AutoCAD SHX Text Sheet Number

AutoCAD SHX Text Contents

AutoCAD SHX Text Checked by:

AutoCAD SHX Text Plan Number:

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Issued:

AutoCAD SHX Text Revisions:

AutoCAD SHX Text

HYDROLOGY

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

PHONE: (918) 520-2159 CA# 4369

AutoCAD SHX Text

SITE DESIGN

AutoCAD SHX Text

BEFORE

AutoCAD SHX Text

YOU DIG ...

AutoCAD SHX Text

CALL OKIE

12"

GRADIENT TERRACE CROSS-SECTION

6'-8'

(DIVERSION)

PROPOSED FINAL GRADE

6'-8'

12"

STORMWATER ROCK DROP STRUCTURE (NTS)

8 OZ/SY GEOTEXTILE

KEYED 1' INTO RECLAMATION

SURFACE AND STAPLED PER

MANUFACTURE RECOMMENDATIONS

18" THICK RIPRAP

12" NOM DIA

6" COMPACED

AGGREGATE

BASE TYPE D

SCOUR PROTECTION AT TOE

SHALL BE PROVIDED BY A RIP RAP

FILLED TRENCH 3.5' DEEPX3'X36'

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AutoCAD SHX Text

EDGE OF EXISTING PAVEMENT

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text MAINTENANCE MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL ALLOW INGRESS AND EGRESS TO PROPERTY OWNER. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL TBSC. ALL PLACEMENT WILL BE DONE AT THE DIRECTION OF THE INSPECTOR OR ENGINEER. NO PAYMENT WILL BE MADE FOR TBSC PLACED WITHOUT PRIOR APPROVAL.

AutoCAD SHX Text

SEE BID ITEM NO, 6 SPECIFICATIONS FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

AS DIRECTED

AutoCAD SHX Text

4" COMPACTED

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

PAVED

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

WIDTH OF

AutoCAD SHX Text

%%UX-SECT

AutoCAD SHX Text

TRAFFIC BOUND SURFACE COURSE

AutoCAD SHX Text 12'

AutoCAD SHX Text

15' MIN

AutoCAD SHX Text Sheet Number

AutoCAD SHX Text Contents

AutoCAD SHX Text Checked by:

AutoCAD SHX Text Plan Number:

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Issued:

AutoCAD SHX Text Revisions:

AutoCAD SHX Text

HYDROLOGY

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

PHONE: (918) 520-2159 CA# 4369

AutoCAD SHX Text

SITE DESIGN

AutoCAD SHX Text

BEFORE

AutoCAD SHX Text

YOU DIG ...

AutoCAD SHX Text

CALL OKIE

-0

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C o n st ru ct io n

In c.

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DETAILS

AutoCAD SHX Text Corner or End

AutoCAD SHX Text Post Fitting

AutoCAD SHX Text (See Detail)

AutoCAD SHX Text 2.375" O.D. Brace

AutoCAD SHX Text Brace Post

AutoCAD SHX Text (See detail)

AutoCAD SHX Text Opening (16'-6"

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 7'-3"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text Concrete

AutoCAD SHX Text

END PANEL OR PULL PANEL (H)

AutoCAD SHX Text

STD 16' GATE

AutoCAD SHX Text 7'-3"

AutoCAD SHX Text Min.

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 3"

AutoCAD SHX Text Concrete

AutoCAD SHX Text 4" O.D. Pipe

AutoCAD SHX Text Footings

AutoCAD SHX Text 3"

AutoCAD SHX Text Post Cap

AutoCAD SHX Text 3"

AutoCAD SHX Text Footings

AutoCAD SHX Text X

AutoCAD SHX Text 12' spacing for line posts

AutoCAD SHX Text Line Post

AutoCAD SHX Text 6'-0" Min.

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text min.

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text Concrete

AutoCAD SHX Text

PULL PANEL

AutoCAD SHX Text T-Section

AutoCAD SHX Text Top of anchor plate

AutoCAD SHX Text will be a minimum of

AutoCAD SHX Text 2" below the ground line.

AutoCAD SHX Text 4" O.D. Pipe

AutoCAD SHX Text Footings

AutoCAD SHX Text 12' spacing for line posts

AutoCAD SHX Text X

AutoCAD SHX Text Line Post

AutoCAD SHX Text T-Section

AutoCAD SHX Text X

AutoCAD SHX Text

CORNER POST DETAIL

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text Post Cap

AutoCAD SHX Text Rail End

AutoCAD SHX Text 2.375" O.D. Pipe Brace

AutoCAD SHX Text Variable

AutoCAD SHX Text

INSTALLATION NOTES:

AutoCAD SHX Text 2.375" O.D.

AutoCAD SHX Text Pipe Brace

AutoCAD SHX Text Rail End

AutoCAD SHX Text or as specified)

AutoCAD SHX Text Concrete footings for fence post which require anchorage

AutoCAD SHX Text shall be a workable mixture of portland cement, fine and

AutoCAD SHX Text coarse aggregate and water. The mixture shall produce a

AutoCAD SHX Text concrete which contains not less than 6 bags of cement

AutoCAD SHX Text per cubic yard of concrete and not more than 6 gallons of

AutoCAD SHX Text water per bag of cement.

AutoCAD SHX Text A commercial-grade packaged concrete mixture used in

AutoCAD SHX Text conformance with manufacturer's recommendations may be

AutoCAD SHX Text used with the approval of the OCC Inspector.

AutoCAD SHX Text Cost of the concrete footings shall be subsidiary to the

AutoCAD SHX Text permanent fence.

AutoCAD SHX Text Brace Bands in conformance with

AutoCAD SHX Text Installation Note No. 1.

AutoCAD SHX Text X

AutoCAD SHX Text 9"

AutoCAD SHX Text 10"

AutoCAD SHX Text (See detail)

AutoCAD SHX Text Brace Post

AutoCAD SHX Text 3"

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text Min.

AutoCAD SHX Text 7'-3"

AutoCAD SHX Text 2.375" O.D. Brace

AutoCAD SHX Text

UTILITY "D" GATE

AutoCAD SHX Text Opening (19'-6.5" or as specified) for Two 10' Gates

AutoCAD SHX Text Footings

AutoCAD SHX Text 4" O.D. Pipe

AutoCAD SHX Text Concrete

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text Post Cap

AutoCAD SHX Text 3"

AutoCAD SHX Text Footings

AutoCAD SHX Text Concrete

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 4" O.D. Pipe

AutoCAD SHX Text Brace Post

AutoCAD SHX Text 3"

AutoCAD SHX Text 7'-3"

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text Gate Hinge

AutoCAD SHX Text Gate Stabilizer Closed

AutoCAD SHX Text Gate Stabilizer Open

AutoCAD SHX Text ( std. wt. 9.11 lbs/ft.)

AutoCAD SHX Text 4" O.D. Brace post

AutoCAD SHX Text (std. wt. 3.66 lbs/ft.)

AutoCAD SHX Text 2.375" O.D. Brace

AutoCAD SHX Text Post Cap

AutoCAD SHX Text Brace or Pull Post Top

AutoCAD SHX Text POST DETAIL with WELDED BRACE

AutoCAD SHX Text rock.

AutoCAD SHX Text 6" minimum diameter in sound

AutoCAD SHX Text 12" minimum diameter in earth

AutoCAD SHX Text Footing Dimensions:

AutoCAD SHX Text Brace or Pull Post Bottom

AutoCAD SHX Text POST DETAIL with WELDED BRACE

AutoCAD SHX Text

%%UUNION SPLICE%%U

AutoCAD SHX Text

%%U1/2" WESTERN%%U

AutoCAD SHX Text

EACH WIRE HAS

AutoCAD SHX Text

8 WRAPS

AutoCAD SHX Text

WIRE "A"

AutoCAD SHX Text

8 WRAPS

AutoCAD SHX Text

WIRE "B"

AutoCAD SHX Text

%%UFULL WESTERN%%U

AutoCAD SHX Text

8 WRAPS

AutoCAD SHX Text

%%UUNION SPLICE%%U

AutoCAD SHX Text

%%UWIRE SPLICING DETAILS%%U

AutoCAD SHX Text barbed wire with #9 wire w/minimum 3 twists with

AutoCAD SHX Text junction on Brace Post and attach to

AutoCAD SHX Text

(1) Install Brace Band at each barbed wire

AutoCAD SHX Text be provided for both UTILITY "D" GATES.

AutoCAD SHX Text

(2) A gate stabilizer/rest in open position shall mbarnaby standing ends doubled back on themselves, AutoCAD SHX Text or Galvanized Hog Rings.

AutoCAD SHX Text 4" O.D. Brace

AutoCAD SHX Text (Galv., std. wt. 9.11 lbs/ft.)

AutoCAD SHX Text 2.375" O.D. Brace

AutoCAD SHX Text (std. wt. 3.66 lbs/ft.)

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 7'-3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 4" O.D. Pipe

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text Concrete

AutoCAD SHX Text Footings

AutoCAD SHX Text Drill hole in bottom of brace post for truss rod

AutoCAD SHX Text 4" O.D. Pipe

AutoCAD SHX Text Post Cap

AutoCAD SHX Text 2.375" O.D. Brace

AutoCAD SHX Text 2.375" O.D. Pipe Brace

AutoCAD SHX Text (std. wt. 3.66 lbs/ft.)

AutoCAD SHX Text 2.375" O.D. Brace

AutoCAD SHX Text

CORNER SET WILL USE 4" POSTS

AutoCAD SHX Text

AND 2.375" BRACE POSTS

AutoCAD SHX Text Weld in field

AutoCAD SHX Text Use E6011 rod

AutoCAD SHX Text

(3) Corner, brace posts and braces may be new

AutoCAD SHX Text or used schedule 40 steel pipe. If used pipe

AutoCAD SHX Text is used, it must be inspected and approved by

AutoCAD SHX Text OCC inspector.

AutoCAD SHX Text

(3) Corner, brace posts and braces shall

AutoCAD SHX Text be cleaned and primed then painted with

AutoCAD SHX Text Aluminum paint

AutoCAD SHX Text field weld

AutoCAD SHX Text 4" O.D. Gate Post

AutoCAD SHX Text (std. wt. 9.11 lbs/ft.)

AutoCAD SHX Text field weld

AutoCAD SHX Text Weld in field

AutoCAD SHX Text Use E6011 rod

AutoCAD SHX Text Brace to be welded to

AutoCAD SHX Text corner and brace posts.

AutoCAD SHX Text Minimum 1" O.D.

AutoCAD SHX Text Pipe Fabricated

AutoCAD SHX Text for Stabilizer.

AutoCAD SHX Text Saddle Clamps

AutoCAD SHX Text 4" O.D. Gate Post

AutoCAD SHX Text (std. wt. 9.11 lbs/ft.)

AutoCAD SHX Text Gate Stabilizer

AutoCAD SHX Text (See Detail)

AutoCAD SHX Text Gate Hinge

AutoCAD SHX Text (See Detail)

AutoCAD SHX Text Box Indust.

AutoCAD SHX Text Hinge 2

AutoCAD SHX Text

AutoCAD SHX Text Gate Frame 1 5/8"

AutoCAD SHX Text 20 Gauge Galv. or

AutoCAD SHX Text Powder Coated Tubing

AutoCAD SHX Text 1" O.D. Pipe Flush

AutoCAD SHX Text w/Ground Line

AutoCAD SHX Text #6 Rebar

AutoCAD SHX Text or Equiv.

AutoCAD SHX Text "J" Bolt Male

AutoCAD SHX Text Hinge 10"

AutoCAD SHX Text 3'

AutoCAD SHX Text 12"

AutoCAD SHX Text 4" O.D. Gate Post

AutoCAD SHX Text (std. wt. 9.11 lbs/ft.)

AutoCAD SHX Text Sheet Number

AutoCAD SHX Text Contents

AutoCAD SHX Text Checked by:

AutoCAD SHX Text Plan Number:

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Issued:

AutoCAD SHX Text Revisions:

AutoCAD SHX Text

HYDROLOGY

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

PHONE: (918) 520-2159 CA# 4369

LOUDERMILK PHASE 2

AML RECLAMATION PROJECT

No. CK-023-003

ROGERS COUNTY

AML PROBLEM AREA…

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File details come from the government source that posted it. Updated Jun 27, 2025.