Addendum One .pdf

PDF 11 MB Posted Feb 21, 2025

Attached to: RFB-183-25 23130AMLBAML, Martin County
Solicitation number: RFB-785-2500000460-2
Issued by: Leslie County, Kentucky

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Written by GovTribe AI · Feb 22, 2025

This is Addendum No. 1 to Invitation to Bid RFB-183-25 issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration for an AML (Abandoned Mine Lands) reclamation project in Martin County, Kentucky. The addendum, dated February 21, 2025, requires bidders to refer to additional documentation to be distributed by Lynn Imaging for specifications and drawings changes, and mandates the use of a revised bid schedule that includes 37 line items covering construction activities like mobilization, utility relocation, site preparation, concrete work, drainage systems, seeding, and fencing.

The project involves construction of reinforced concrete walls, installation of drainage pipes and headwalls, earthwork for approximately 40,000 cubic yards of material, and site restoration including seeding and mulching across approximately 5 acres. The bid schedule includes pre-set unit prices for several items, including $50,000 for mobilization, $1.00 per unit for utility relocation/replacement (5,000 units), and $1.00 per unit for landscape allowance (1,500 units). The project drawings show detailed site plans including topography, existing structures, and new construction elements for stabilization and drainage improvements near residential structures.

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Final_RFB_785_2500000460_2_SO_FORM.PDF	PDF	Feb 21, 2025
Final_RFB_785_2500000460_1_SO_FORM.PDF	PDF	Feb 21, 2025

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COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-183-25

FOR: 23130 AMLBAML

AML Project Martin County, Kentucky

DATE: February 21, 2025

RFB-785-2500000460

ADDENDUM NO. One (1)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to addendum to be distributed by Lynn Imaging for all additions, deletions, and/or changes to specifications and/or drawings.

Item 2: Bidders must use Revised Bid Schedule in lieu of previously issued.

END OF ADDENDUM

Invitation to Bid No. RFB-183-25 For: 23130 AMLBAML AML Project Martin County, Kentucky

Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration

NO. ITEM M.O.P. UNIT QUANTITY * Low APL UNIT PRICE TOTAL

1 MOBILIZATION L.S. L.S. 1.0 X NA ≤ NA = 50,000.00$

2 UTILITY RELOCATION/REPLACEMENT A.C.U. A.C.U. 5,000.0 X NA ≤ 1.00$ = 5,000.00$

3 LANDSCAPE ALLOWANCE A.C.U. A.C.U. 1,500.0 X NA ≤ 1.00$ = 1,500.00$

4 TRAFFIC CONTROL L.S. L.S. 1.0 X $500.00 ≤ NA = $

5 STRUCTURE REMOVAL/REPLACEMENT A.C.U. A.C.U. 2,000.0 X NA ≤ 1.00$ = 2,000.00$

6 SITE PREPARATION U.P. ACRE 2.5 X $750.00 ≤ $ = $

7 SITE PREPARATION- WASTE AREAS U.P. ACRE 5.0 X $750.00 ≤ $ = $

DOMESTIC, INDUSTRIAL, & MINING DEBRIS

DISPOSAL

L.S. L.S. 1.0 X $0.00 ≤ NA = $

9 60 KSI REINFORCING STEEL U.P. LBS 29,785.0 X $0.75 ≤ $ = $

10 CONCRETE- FORMED & FINISHED U.P. CY 485.0 X $170.00 ≤ $ = $

11 FILTER FABRIC U.P. SY 350.0 X $0.50 ≤ $ = $

12 CLASS II BACKFILL U.P. TON 1,000.0 X $20.00 ≤ $ = $

13 SILT BARRIER - BALES & FENCE U.P. LF 1,100.0 X $1.00 ≤ $ = $

14 HOE RAM U.P. HOUR 50.0 X $60.00 ≤ $ = $

15 EARTHWORK (MEASURED) U.P. CY 40,000.0 X $1.00 ≤ $ = $

16 EARTHWORK - GRADEWORK U.P. ACRE 0.5 X $2,500.00 ≤ $ = $

17 EROSION CONTROL BLANKET- ECB U.P. SY 1,000.0 X $0.75 ≤ $ = $

18 CONCRETE BLOCK- TIED MAT U.P. SF 910.0 X $4.50 ≤ $ = $

19 SHEET-CHIMNEY DRAIN U.P. SF 2,000.0 X $2.00 ≤ $ = $

20 RETAINING WALL SUBDRAIN U.P. LF 120.0 X $15.00 ≤ $ = $

21 24" DIA. DWPP PIPE U.P. LF 80.0 X $0.00 ≤ $ = $

22 48" DIA. DWPP PIPE U.P. LF 260.0 X $0.00 ≤ $ = $

23 CONCRETE HEADWALL- PIPES ≤36" DIA. U.P. EACH 2.0 X $900.00 ≤ $ = $

24 CONCRETE HEADWALL- PIPES >36" DIA. U.P. EACH 2.0 X $1,250.00 ≤ $ = $

25 SEEDBED PREPARATION U.P. ACRE 5.0 X $75.00 ≤ $ = $

26 AGRICULTURAL LIMESTONE U.P. TON 50.0 X $20.00 ≤ $ = $

27 FERTILIZER U.P. TON 2.0 X $600.00 ≤ $ = $

28 SEED U.P. LBS 400.0 X $4.00 ≤ $ = $

29 MULCH- STRAW & HAY U.P. ACRE 5.0 X $100.00 ≤ $ = $

30 HYDROMULCH & HYDROSEEDING U.P. ACRE 1.0 X $500.00 ≤ $ = $

31 COVER CROP U.P. BUSHEL 10.0 X $10.00 ≤ $ = $

32 RESIDENTIAL SEEDING U.P. ACRE 1.0 X $500.00 ≤ $ = $

23130AMLBAML RECLAMATION PROJECT (REVISED - ADDENDUM #1)

MARTIN COUNTY, KENTUCKY

BID SCHEDULE

REVISED BID SCHEDULE 2/21/2025

RFB-183-25

33 DENSE GRADE AGGREGATE U.P. TON 200.0 X $20.00 ≤ $ = $

34 ROADWAY STONE U.P. TON 300.0 X $20.00 ≤ $ = $

35 BITUMINOUS REPAIR U.P. TON 75.0 X $90.00 ≤ $ = $

36 FLOWABLE FILL U.P. CY 210.0 X $35.00 ≤ $ = $

37 CHAIN-LINK FENCE U.P. LF 116.0 X $15.00 ≤ $ = $

BID TOTAL = $

* Any Unit Price outside the Allowable Price Limit (APL) range may be considered an unbalanced bid and may have to be justified in writing if such bid is deemed the low responsive bid.

NOTE: THE AUTHENTICATION OF BID AND STATEMENT OF NON-COLLUSION AND NON-CONFLICT OF INTEREST PAGE MUST BE PROPERLY EXECUTED FOR THE TOTAL BID

AMOUNT TO BE VALID.

REVISED BID SCHEDULE 2/21/2025 RFB-183-25

23130AMLBAML RECLAMATION PROJECT (ADD. #1)

MARTIN COUNTY, KENTUCKY

23130AM

LBAM

L R

LAM

ATIO

JEC

T (AD

. #1) M

TIN

C O

U N

TYFINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES DIVISION OF

ENGINEERING & CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ENERGY AND ENVIRONMENT CABINET

DEPARTMENT FOR NATURAL RESOURCES

DIVISION OF ABANDONED MINE LANDS

COMMONWEALTH OF KENTUCKY

AutoCAD SHX Text

LAT: 37.8208 LON:-82.4189

AutoCAD SHX Text

LAT: 37.8203 LON:-82.4184

AutoCAD SHX Text

LAT: 37.8211 LON:-82.4191

AutoCAD SHX Text

LAT: 37.8538 LON:-82.4207

AutoCAD SHX Text Index of Sheets

AutoCAD SHX Text F:\Projects\AML\23130AMLBAML (James & Sue Stepp Slide)\1 Design Phase\1 Drawings\23130 Plan Set A1.dwg

AutoCAD SHX Text DRIVING DIRECTIONS: LATITUDE: 37.8206° N LONGITUDE: 82.4189° W 37.8206° N LONGITUDE: 82.4189° W LONGITUDE: 82.4189° W DIRECTIONS: FROM KY-40 AT THE KY-645 INTERCHANGE IN INEZ, KY, TRAVEL EAST ON KY-40 FOR APPROXIMATELY 7.6 MILES TO THE JUNCTION WITH KY-292 AT WARFIELD, KY. TURN RIGHT ONTO KY-292 AND TRAVEL FOR APPROXIMATELY 1.7 MILES TO THE JUNCTION WITH KY-1714. TURN RIGHT ONTO KY-1714 AND TRAVEL FOR APPROXIMATELY 1.0 MILE TO THE MOUTH OF BUCK BRANCH RD.. TURN RIGHT ONTO BUCK BRANCH RD., AND TRAVEL FOR APPROXIMATELY 0.2 MILE TO THE PROJECT SITE ON THE LEFT. WASTE AREA LATITUDE: 37.8537° N LONGITUDE: 82.4194° W 37.8537° N LONGITUDE: 82.4194° W LONGITUDE: 82.4194° W DIRECTIONS: FROM THE PROJECT AREA, TURN RIGHT ON BUCK BRANCH ROAD. AT THE INTERSECTION WITH KY 1714, TURN LEFT AND TRAVEL 1.0 MILES TO KY 292. TURN LEFT ON KY 292 AND TRAVEL 2.5 MILES TO THE WASTE AREA, WHICH WILL BE ON THE LEFT.

AutoCAD SHX Text THE AML STANDARD DETAILS AND TECHNICAL SPECIFICATIONS ARE AVAILABLE ON OUR WEBSITE AT: https://eec.ky.gov/Natural-Resources/Mining/Abandoned-Mine-Lands/Pages/Contractor_Information.aspx UNDER "STANDARD DETAILS AND SPECIFICATIONS". BY BIDDING ON THIS PROJECT THE CONTRACTOR ACKNOWLEDGES THEY HAVE REVIEWED AND UNDERSTAND THE STANDARD DETAILS AND TECHNICAL SPECIFICATIONS AS THEY APPLY TO THIS PROJECT. UTILITY NOTE PRIOR TO ANY EXCAVATION OR THE PLACEMENT OF FILL, THE CONTRACTOR IS REQUIRED TO CALL “KENTUCKY KENTUCKY 811” TWO (2) BUSINESS DAYS PRIOR TO ANY EXCAVATION / EXCAVATION ACTIVITIES. IF THERE ARE UTILITIES TWO (2) BUSINESS DAYS PRIOR TO ANY EXCAVATION / EXCAVATION ACTIVITIES. IF THERE ARE UTILITIES IN THE WORK AREAS THAT ARE NOT MEMBERS OF “KENTUCKY 811”, EACH UTILITY HAS TO BE CONTACTED KENTUCKY 811”, EACH UTILITY HAS TO BE CONTACTED , EACH UTILITY HAS TO BE CONTACTED DIRECTLY TO HAVE THEIR FACILITIES MARKED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ABIDE BY THE "UTILITY RELOCATION" TECHNICAL SPECIFICATION AND SECTION 22.3 OF THE "GENERAL PROVISIONS" TECHNICAL SPECIFICATION. DEPICTION OF THE UTILITIES ON THE PLANS ARE APPROXIMATE AND MAY NOT INCLUDE ALL EXISTING UTILITIES.

AutoCAD SHX Text STEPP AERIAL 2 2 STEPP TOPO 3 3 SECTIONS AERIAL 4 4 SECTIONS 5 5 WASTE AERIAL 6 6 WASTE TOPO 77

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WASTE AREA

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PROJECT AREA

ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð

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STEPP (VACANT)

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MOSE NEWSOME

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SHED

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STEPP (UNINHABITABLE)

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GARAGE

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GARAGE

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BUCK BRANCH RD.

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SHED

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MUNCY

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LAT: 37.8208 LON:-82.4189

AutoCAD SHX Text

LAT: 37.8203 LON:-82.4184

AutoCAD SHX Text

LAT: 37.8211 LON:-82.4191

AutoCAD SHX Text

WASTE AREA 3.7 MILES -->

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PROJECT LIIMITS

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WATER METER

AutoCAD SHX Text CONSTRUCT UP TO 116 LF OF REINFORCED CONCRETE WALL - REFER TO SECTION 0+75 FOR DETAILS; (AML 30-60-1 TO 30-60-5); BACKFILL ON AN APPROXIMATE 2:1 SLOPE TO PLATEAU ELEVATION; TIE WALL INTO NATURAL TERRAIN IN APPROXIMATE LOCATIONS AS DEPICTED

AutoCAD SHX Text CONSTRUCT UP TO 95 LF OFCOMBINATION DITCH (AML 21-30-4), OUTLET TO EXCAVATED ROCK DITCH

AutoCAD SHX Text

SEPTIC SYSTEM

AutoCAD SHX Text

GAS INFRASTRUCTURE

AutoCAD SHX Text

CONSTRUCT UP TO 52 LF 2-FT FB CONCRETE BLOCK-TIED MAT DITCH (AML 21-30-1)

AutoCAD SHX Text

EXISTING METAL CULVERT INLET; REMOVE AND BACKFILL

AutoCAD SHX Text

INSTALL 20LF 24" DIA. DWPP PIPE (AML 23-50-2)

AutoCAD SHX Text REPLACE UP TO 260 LF OF EXISTING 36 INCH CMP WITH 36 INCH DWPP PIPE (AML 23-50-2 THRU 5). INSTALL SLOPED AND FLARED INLET AND OUTLET HEADWALLS (AML 23-10-7 THRU 9). THE ROAD MUST REMAIN OPEN TO THE EXTENT POSSIBLE FOR RESIDENTS AND EMERGENCY ACCESS.

AutoCAD SHX Text

CONSTRUCT UP TO 475 LF OF 2 FB HOE-RAM DITCH (AML 21-60-1).

AutoCAD SHX Text ADJUST INTERSECTION BETWEEN HOE-RAM DITCH AND CONCRETE BLOCK TIED MAT DITCH DEPENDING ON WHERE TRANSITION FROM ROCK-CUT DITCH AND SOIL IS LOCATED. APPROXIMATELY 30 LF ADDITIONAL QUANTITY OF EACH DITCH TYPE HAS BEEN ADDED TO ALLOW FOR RELOCATION OF THIS TRANSITION.

AutoCAD SHX Text EXCAVATE TO ROCK (APPROXIMATELY 0.9 ACRE); USE EXISTING CHANNEL ON NORTHERN SIDE OF SLIDE FOR TRANSITION AND NATURAL TOPOGRAPHY (APPROX. 2:1 SLOPE) ON SOUTHERNSIDE OF SLIDE FOR TRANSITION

AutoCAD SHX Text RE-ESTABLISH YARD TO PRE-SLIDE CONDITIONS; REGRADE ON A 2:1 SLOPE OR FLATTER AS DIRECTED BY ENGINEER; APPROXIMATE AREA OF 0.15 ACRE

AutoCAD SHX Text INSTALL UP TO 75 LF 24 INCH DWPP CULVERT (AML 23-50-2). INSTALL CONCRETE HEADWALLS - SLOPED AND FLARED (2) AT INLET AND OUTLET (AML 23-10-6).

AutoCAD SHX Text

INSTALL UP TO 15 LF 4' CONCRETE BLOCK-TIED MAT DITCH - SWALE (AML 21-30-1)

AutoCAD SHX Text

INSTALL "ELL" CONCRETE HEADWALL (AML 23-10-1)

AutoCAD SHX Text INSTALL CONCRETE CIRCULAR STANDARD HEADWALL (AML 23-10-1), OUTLET INTO EXISTING GABION DITCH

AutoCAD SHX Text F:\Projects\AML\23130AMLBAML (James & Sue Stepp Slide)\1 Design Phase\1 Drawings\23130 Plan Set A1.dwg

AutoCAD SHX Text

COMMONWEALTH OF KENTUCKY

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DRAWN BY

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DATE

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CHECKED BY

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PLANVIEW

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PRE/JSM

AutoCAD SHX Text

DLS

AutoCAD SHX Text

23130AMLBAML RECLAMATION PROJECT (ADD. #1)(ADD. #1)

AutoCAD SHX Text ENERGY AND ENVIRONMENT CABINET DEPARTMENT OF NATURAL RESOURCES DIVISION OF ABANDONED MINE LANDS FRANKFORT, KY

AutoCAD SHX Text

MARTIN

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COUNTY OF

AutoCAD SHX Text

SHEET NO.

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TOTAL SHEETS

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AutoCAD SHX Text 2/20/2025

AutoCAD SHX Text FINANCE & ADMINISTRATION CABINET DEPARTMENT FOR FACILITIES & SUPPORT SERVICES DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION FRANKFORT, KY

AutoCAD SHX Text

AutoCAD SHX Text ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð

AutoCAD SHX Text

STEPP (VACANT)

AutoCAD SHX Text

MOSE NEWSOME

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SHED

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STEPP (UNINHABITABLE)

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GARAGE

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GARAGE

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BUCK BRANCH RD.

AutoCAD SHX Text

SHED

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MUNCY

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LAT: 37.8208 LON:-82.4189

AutoCAD SHX Text

LAT: 37.8203 LON:-82.4184

AutoCAD SHX Text

LAT: 37.8211 LON:-82.4191

AutoCAD SHX Text

WASTE AREA 3.7 MILES -->

AutoCAD SHX Text

PROJECT LIIMITS

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text CONSTRUCT UP TO 95 LF OFCOMBINATION DITCH (AML 21-30-4), OUTLET TO EXCAVATED ROCK DITCH

AutoCAD SHX Text

SEPTIC SYSTEM

AutoCAD SHX Text

GAS INFRASTRUCTURE

AutoCAD SHX Text

CONSTRUCT UP TO 52 LF 2-FT FB CONCRETE BLOCK-TIED MAT DITCH (AML 21-30-1)

AutoCAD SHX Text

EXISTING METAL CULVERT INLET; REMOVE AND BACKFILL

AutoCAD SHX Text

INSTALL 20LF 24" DIA. DWPP PIPE (AML 23-50-2)

AutoCAD SHX Text

CONSTRUCT UP TO 475 LF OF 2 FB HOE-RAM DITCH (AML 21-60-1).

AutoCAD SHX Text RE-ESTABLISH YARD TO PRE-SLIDE CONDITIONS; REGRADE ON A 2:1 SLOPE OR FLATTER AS DIRECTED BY ENGINEER; APPROXIMATE AREA OF 0.15 ACRE

AutoCAD SHX Text INSTALL UP TO 75 LF 24 INCH DWPP CULVERT (AML 23-50-2). INSTALL CONCRETE HEADWALLS - SLOPED AND FLARED (2) AT INLET AND OUTLET (AML 23-10-6).

AutoCAD SHX Text

INSTALL UP TO 15 LF 4' CONCRETE BLOCK-TIED MAT DITCH - SWALE (AML 21-30-1)

AutoCAD SHX Text

INSTALL "ELL" CONCRETE HEADWALL (AML 23-10-1)

AutoCAD SHX Text INSTALL CONCRETE CIRCULAR STANDARD HEADWALL (AML 23-10-1), OUTLET INTO EXISTING GABION DITCH

AutoCAD SHX Text F:\Projects\AML\23130AMLBAML (James & Sue Stepp Slide)\1 Design Phase\1 Drawings\23130 Plan Set A1.dwg

AutoCAD SHX Text

COMMONWEALTH OF KENTUCKY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

PLANVIEW - TOPOGRAPHICAL MAP

AutoCAD SHX Text

PRE/JSM

AutoCAD SHX Text

DLS

AutoCAD SHX Text

23130AMLBAML RECLAMATION PROJECT (ADD. #1)(ADD. #1)

AutoCAD SHX Text ENERGY AND ENVIRONMENT CABINET DEPARTMENT OF NATURAL RESOURCES DIVISION OF ABANDONED MINE LANDS FRANKFORT, KY

AutoCAD SHX Text

MARTIN

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COUNTY OF

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SHEET NO.

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TOTAL SHEETS

AutoCAD SHX Text

AutoCAD SHX Text 2/20/2025

AutoCAD SHX Text FINANCE & ADMINISTRATION CABINET DEPARTMENT FOR FACILITIES & SUPPORT SERVICES DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION FRANKFORT, KY

AutoCAD SHX Text

AutoCAD SHX Text ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð

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AutoCAD SHX Text 0+00.00

AutoCAD SHX Text 1+50.00

AutoCAD SHX Text 2+00.00

AutoCAD SHX Text 0+50.00

AutoCAD SHX Text 1+00.00

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LAT: 37.8208 LON:-82.4189

AutoCAD SHX Text

LAT: 37.8203 LON:-82.4184

AutoCAD SHX Text

LAT: 37.8211 LON:-82.4191

AutoCAD SHX Text

WASTE AREA 3.7 MILES -->

AutoCAD SHX Text F:\Projects\AML\23130AMLBAML (James & Sue Stepp Slide)\1 Design Phase\1 Drawings\23130 Plan Set A1.dwg

AutoCAD SHX Text

COMMONWEALTH OF KENTUCKY

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DRAWN BY

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DATE

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CHECKED BY

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SECTIONS OVERVIEW

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PRE/JSM

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DLS

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23130AMLBAML RECLAMATION PROJECT (ADD. #1)(ADD. #1)

AutoCAD SHX Text ENERGY AND ENVIRONMENT CABINET DEPARTMENT OF NATURAL RESOURCES DIVISION OF ABANDONED MINE LANDS FRANKFORT, KY

AutoCAD SHX Text

MARTIN

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COUNTY OF

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SHEET NO.

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TOTAL SHEETS

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AutoCAD SHX Text 2/20/2025

AutoCAD SHX Text FINANCE & ADMINISTRATION CABINET DEPARTMENT FOR FACILITIES & SUPPORT SERVICES DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION FRANKFORT, KY

AutoCAD SHX Text

COUNTY SHEET TOTAL

OF NO. SHEETS

MARTIN 5 7

0 50 100 150

I r---..

.... r--- ..... r---..

t---

""' r---..

r-----""'

- REINFORCED ------""'

CONCRETE WALL ""' 1,

,_ 'r--

(AML STANDARDS ""' --------

30-60-1 30-60-5)

""' ------- STEPP GARAGE

..... I'--.. I

-STEPP RESIDENCE 1+75

r-----

-· r---. -r------

-· r-----""'

~· r---.. -

-· r---.. -

---- I -

I I'---

0+75

1+50

1,_ r---

-· , ______ r---

-· c---..

-i---. -

~r----r--r---.

-· r--.. '\ v\. - -

0+50 23130AMLBAML RECLAMATION PROJECT (ADD. #1)

1+25

DRAWN BY REPRESENTATIVE SECTIONS

PRE/JSM COMMONWEALTH OF KENTUCKY

CHECKED BY FINANCE & ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES

DLS

DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION

FRANKFORT, KY

DATE ENERGY AND ENVIRONMENT CABINET

DEPARTMENT OF NATURAL RESOURCES

2/20/2025 DIVISION OF ABANDONED MINE LANDS

FRANKFORT, KY

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AutoCAD SHX Text F:\Projects\AML\23130AMLBAML (James & Sue Stepp Slide)\1 Design Phase\1 Drawings\23130 Plan Set A1.dwg

AutoCAD SHX Text

COMMONWEALTH OF KENTUCKY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

REPRESENTATIVE SECTIONS

AutoCAD SHX Text

PRE/JSM

AutoCAD SHX Text

DLS

AutoCAD SHX Text

23130AMLBAML RECLAMATION PROJECT (ADD. #1)(ADD. #1)

AutoCAD SHX Text ENERGY AND ENVIRONMENT CABINET DEPARTMENT OF NATURAL RESOURCES DIVISION OF ABANDONED MINE LANDS FRANKFORT, KY

AutoCAD SHX Text

MARTIN

AutoCAD SHX Text

COUNTY OF

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

TOTAL SHEETS

AutoCAD SHX Text

AutoCAD SHX Text 2/20/2025

AutoCAD SHX Text FINANCE & ADMINISTRATION CABINET DEPARTMENT FOR FACILITIES & SUPPORT SERVICES DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION FRANKFORT, KY

AutoCAD SHX Text

REINFORCED CONCRETE WALL (AML STANDARDS 30-60-1 - 30-60-5)

AutoCAD SHX Text

STEPP RESIDENCE

AutoCAD SHX Text

STEPP GARAGE

AutoCAD SHX Text

AutoCAD SHX Text ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð ð

AutoCAD SHX Text

STEEL ARCH STRUCTURE

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text WASTE AREA - APPROX. 2.5 ACRES; COMPACT MATERIAL AND REVEGETATE IN ACCORDANCE WITH AML STANDARDS; PLACE MATERIAL FOR POSITIVE DRAINAGE (>2% SLOPE)

AutoCAD SHX Text 37.8537°N, 82.4194°W

AutoCAD SHX Text

LAT: 37.8538 LON:-82.4207

AutoCAD SHX Text F:\Projects\AML\23130AMLBAML (James & Sue Stepp Slide)\1 Design Phase\1 Drawings\23130 Plan Set A1.dwg

AutoCAD SHX Text

COMMONWEALTH OF KENTUCKY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

WASTE AREA PLANVIEW

AutoCAD SHX Text

PRE/JSM

AutoCAD SHX Text

DLS

AutoCAD SHX Text

23130AMLBAML RECLAMATION PROJECT (ADD. #1)(ADD. #1)

AutoCAD SHX Text ENERGY AND ENVIRONMENT CABINET DEPARTMENT OF NATURAL RESOURCES DIVISION OF ABANDONED MINE LANDS FRANKFORT, KY

AutoCAD SHX Text

MARTIN

AutoCAD SHX Text

COUNTY OF

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

TOTAL SHEETS

AutoCAD SHX Text

AutoCAD SHX Text 2/20/2025

AutoCAD SHX Text FINANCE & ADMINISTRATION CABINET DEPARTMENT FOR FACILITIES & SUPPORT SERVICES DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION FRANKFORT, KY

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text

EXISTING STREAM CHANNEL

AutoCAD SHX Text

EXISTING STREAM CHANNEL

AutoCAD SHX Text

WASTE MATERIAL PLACEMENT AREA.

AutoCAD SHX Text

EXISTING CULVERT INLET - 48" DIA.

AutoCAD SHX Text

EXISTING CULVERT INLET (UNABLE TO ASSESS SIZE)

AutoCAD SHX Text

EXISTING CULVERT OUTLET 48" DIA.

AutoCAD SHX Text

EXISTING CULVERT INLET 48" DIA.

AutoCAD SHX Text

EXISTING CULVERT OUTLETS (2) - 48" DIA.

EXISTING CULVERT UNDER HIGHWAY INLET (KY292)

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AutoCAD SHX Text

STEEL ARCH STRUCTURE

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text WASTE AREA - APPROX. 2.5 ACRES; COMPACT MATERIAL AND REVEGETATE IN ACCORDANCE WITH AML STANDARDS; PLACE MATERIAL FOR POSITIVE DRAINAGE (>2% SLOPE)

AutoCAD SHX Text 37.8537°N, 82.4194°W

AutoCAD SHX Text

LAT: 37.8538 LON:-82.4207

AutoCAD SHX Text F:\Projects\AML\23130AMLBAML (James & Sue Stepp Slide)\1 Design Phase\1 Drawings\23130 Plan Set A1.dwg

AutoCAD SHX Text

COMMONWEALTH OF KENTUCKY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

WASTE AREA - TOPOGRAPHICAL MAP

AutoCAD SHX Text

PRE/JSM

AutoCAD SHX Text

DLS

AutoCAD SHX Text

23130AMLBAML RECLAMATION PROJECT (ADD. #1)(ADD. #1)

AutoCAD SHX Text ENERGY AND ENVIRONMENT CABINET DEPARTMENT OF NATURAL RESOURCES DIVISION OF ABANDONED MINE LANDS FRANKFORT, KY

AutoCAD SHX Text

MARTIN

AutoCAD SHX Text

COUNTY OF

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

TOTAL SHEETS

AutoCAD SHX Text

AutoCAD SHX Text 2/20/2025

AutoCAD SHX Text FINANCE & ADMINISTRATION CABINET DEPARTMENT FOR FACILITIES & SUPPORT SERVICES DIVISION OF ENGINEERING & CONTRACT ADMINISTRATION FRANKFORT, KY

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text

EXISTING STREAM CHANNEL

AutoCAD SHX Text

EXISTING STREAM CHANNEL

AutoCAD SHX Text

WASTE MATERIAL PLACEMENT AREA.

AutoCAD SHX Text

EXISTING CULVERT INLET - 48" DIA.

AutoCAD SHX Text

EXISTING CULVERT INLET (UNABLE TO ASSESS SIZE)

AutoCAD SHX Text

EXISTING CULVERT OUTLET 48" DIA.

AutoCAD SHX Text

EXISTING CULVERT INLET 48" DIA.

AutoCAD SHX Text

EXISTING CULVERT OUTLETS (2) - 48" DIA.

AutoCAD SHX Text

EXISTING CULVERT UNDER HIGHWAY INLET (KY292)

AutoCAD SHX Text

100-YEAR FLOODPLAIN (BLUE)

500-YEAR FLOODPLAIN (ORANGE)

Addendum One

23130AMLBAML A1 Bid Schedule

23130 Plan Set A1 (stamped)

File details come from the government source that posted it. Updated Feb 22, 2025.