Russian_Stotts_FINAL_PLANS.pdf
PDF 15 MB Posted
- Attached to
- Russian Stotts Abandoned Mine Land Project State and local contract opportunity
- Solicitation number
- EVT0010903
- Issued by
- Crawford County, Kansas
About this file
This is a final design plans document prepared by Olsson Associates for the Kansas Department of Health and Environment (KDHE) for the Russian Stotts Abandoned Mine Land (AML) Reclamation Project located in Crawford County, Kansas. The project encompasses two separate sites—Russian and Stotts—within Section 15, Township 30 South, Range 25 East, and includes comprehensive grading, erosion control, and site restoration plans. The design plans were finalized on August 24, 2023, under KDHE project code KS-0249 and work order SM-019-2201. The plans consist of 16 detailed sheets including title sheets, erosion control plans, site plans, grading plans, cross-sections, and standard construction details for both the Russian and Stotts project areas. The document specifies existing grade contours derived from Kansas LIDAR data, established benchmark elevations and control points, utility locations including underground telephone and fiber optic cable installations, and detailed specifications for construction entrance stabilization, silt fencing, compost filter socks, riprap aprons, water access ramps, and perimeter fencing.
The design plans incorporate standard construction specifications and establish horizontal control using the Kansas Coordinate System 1983 South Zone with GEOID 18 datum. Key infrastructure elements include stabilized construction entrances, erosion and sediment control measures, water access ramps with specific profile details, and comprehensive fencing details with corner assemblies and gate installations. The project documentation notes utility contacts for CrawKan Telephone and Verizon Wireless and identifies previously unmarked utility lines along the survey site. Cross-section plans detail elevation changes and grading specifications across multiple stations, with proposed water surface areas and disturbed area designations clearly marked. The plans serve as the engineering basis for competitive bidding and construction execution of the abandoned mine land reclamation work.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| EVT0010900_Bid_Documents.pdf | ||
| Davis_Bacon_and_BABA_signature_forms.pdf | ||
| AVS_Information_and_Instructions_Form_EXP_1-28.pdf | ||
| Bond_Info.docx | DOCX document | |
| US_Dept_of_Interior_Document.pdf | ||
| Russian_Stotts_Abandoned_Mine_Land_Project.pdf | ||
| Davis_Bacon_Wages_Crawford_County_070126.pdf | ||
| Unique_Entity_ID_(UEI)_Registration_Checklist.pdf | ||
| EVT0010903_Bid_Documents.pdf | ||
| Orender_FINAL_PLANS.pdf |
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Text version
TI
TL
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022-01526
1 of
BENCHMARK INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
PROJECT/DATUM: UTM ZONE 14/NAD83
RUSSIAN 250TH WEST RECLAMATION PROJECT
CRAWFORD COUNTY, KANSAS
LOCATION MAP
1" = 750'
ABBREVIATION TABLE
LEGEND
VICINITY MAP
RUSSIAN
PROJECT AREA
KANSAS DEPARTMENT OF HEALTH & ENVIRONMENT
PROJECT TEAM & UTILITY CONTACT LIST
SECTION 15, TOWNSHIP 30 SOUTH, RANGE 25 EAST, CRAWFORD COUNTY, KANSAS
ENGINEERING SUPPORT SERVICE
KDHE PROJ CODE: KS-0249 KDHE WORK ORDER: SM-019-2201
S . 2
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E. 570TH AVENUE
E. 570TH AVENUE
E. 20TH STREET
E. 560TH AVENUE
STOTTS
PROJECT AREA
PREPARED & SUBMITTED BY:
INDEX OF SHEETS
SHEET NO. TITLE
1 TITLE SHEET
2 EROSION CONTROL PLAN - RUSSIAN
3 SITE PLAN - RUSSIAN
4 GRADING PLAN - RUSSIAN
5 CROSS SECTIONS PLAN VIEW - RUSSIAN
6-8 CROSS SECTIONS - RUSSIAN
9 EROSION CONTROL PLAN - STOTTS
10 SITE PLAN - STOTTS
11 GRADING PLAN - STOTTS
12 CROSS SECTIONS PLAN VIEW - STOTTS
13 CROSS SECTIONS - STOTTS
14-15 STANDARD CONSTRUCTION DETAILS
16 STANDARD FENCE DETAIL
8/24/2023
S. 250TH STREET
Edge of water on April 25, 2022
Edge of water on April 25, 2022
Guard railGuard rail
Gate
Underground telephone
Buried fiber optic sign
24"Hx38"W
FL 902.91
29"Hx45"W
FL 902.85
24"'Hx38"W
FL 902.98
24"Hx38"W
FL 903.59
29"Hx45"W
FL 903.09
24"Hx38"W
FL 902.57
Pipe size is approximate, exact size is difficult to determine due to pipes being in poor condition
CONTOUR INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
PROJECT/DATUM: UTM ZONE 14/NAD83
SHEET
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approved by:
checked by:
drawn by:
drawing no.:
QA/QC by:
date:
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EROSION & SEDIMENT CONTROL NOTES: CONSULTANT:
SEQUENCE OF CONSTRUCTION:
DEVELOPER:PERMANENT EROSION CONTROL MEASURES:
HORIZONTAL CONTROL:
BENCHMARK #10:
ELEV: 905.29
N: 1615136.25 E: 2429774.82
BENCHMARK #11:
ELEV: 905.62
N: 1614081.61 E: 2429534.72
BASIS OF BEARINGS / HORIZONTAL DATUMS;
Kansas Coordinate System 1983 South Zone.
GEOID 18
RUSSIAN-STOTTS CONTROL POINT TABLE
UTILITY NOTE:
CrawKan Telephone and Verizon Wireless have lines along the survey site that are not marked.
BENCH MARK
#10 = 905.29 Set 1/2" iron pin 18'± north of east guard rail, 18'± east of centerline of 250th Avenue in White-Fast site.
#11 = 905.62 Set 1/2" iron pin on the north side of field entrance, 95'± south of west guard rail, 18'± west of centerline of 250th Avenue in White-Fast Site.
Buried fiber optic sign
Guard rail
Guard rail
Gate
Underground telephone
24"Hx38"W
FL 902.91
29"Hx45"W
FL 902.85
24"'Hx38"W
FL 902.98
24"Hx38"W
FL 903.59
29"Hx45"W
FL 903.09
24"Hx38"W
FL 902.57
Pipe size is approximate, exact size is difficult to determine due to pipes being in poor condition
S. 250TH STREET
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SITE PLAN NOTES:
PROPOSED WATER SURFACE AREA:
CONTOUR INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
PROJECT/DATUM: UTM ZONE 14/NAD83
Buried fiber optic sign
Guard rail
Guard rail
Gate
Underground telephone
24"Hx38"W
FL 902.91
29"Hx45"W
FL 902.85
24"'Hx38"W
FL 902.98
24"Hx38"W
FL 903.59
29"Hx45"W
FL 903.09
24"Hx38"W
FL 902.57
Pipe size is approximate, exact size is difficult to determine due to pipes being in poor condition
S. 250TH STREET
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date:
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GENERAL NOTES
CONTOUR INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
PROJECT/DATUM: UTM ZONE 14/NAD83
G R
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approved by:
checked by:
drawn by:
drawing no.:
QA/QC by:
date:
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JDA
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022-01526
08/24/2023 of
CONTOUR INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
PROJECT/DATUM: UTM ZONE 14/NAD83
C R
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S S
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101+00
102+00
103+00
104+00
105+00
106+00
107+00
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40
-90 -80 -70 -60 -50 -40 -30 -20 -10 0
-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
-210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
-250 -240 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
-170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
100+00
0 10 20 30
SHEET
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date:
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JDA
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022-01526
08/24/2023 of
CONTOUR INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
PROJECT/DATUM: UTM ZONE 14/NAD83
C R
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S S
E C
TI
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N S
R
U S
S
IA
N
108+00
109+00
110+00
-330 -320 -310 -300 -290 -280 -270 -260 -250 -240 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
-340 -330 -320 -310 -300 -290 -280 -270 -260 -250 -240 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
-330 -320 -310 -300 -290 -280 -270 -260 -250 -240 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
SHEET
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date:
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JDA
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CONTOUR INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
PROJECT/DATUM: UTM ZONE 14/NAD83
C R
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S S
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TI
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N S
R
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IA
N
111+00
112+00
113+00
-320 -310 -300 -290 -280 -270 -260 -250 -240 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
-320 -310 -300 -290 -280 -270 -260 -250 -240 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
-320 -310 -300 -290 -280 -270 -260 -250 -240 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
SHEET
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date:
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JDA
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022-01526
08/24/2023 of
CONTOUR INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
PROJECT/DATUM: UTM ZONE 14/NAD83
C R
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N
Edge of water on May 11, 2022
Edge of water on April 26, 2022
Edge of water on May 11, 2022
Disturbed area
Disturbed area
Underground fiber optic cable
Found P.K. nail
Found 1/2" iron pin
Found top of cut off T-post
G R
A V
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E. 20TH STREET
R O
C K
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ID
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D
CONTOUR INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
PROJECT/DATUM: UTM ZONE 14/NAD83
EROSION & SEDIMENT CONTROL NOTES:
SEQUENCE OF CONSTRUCTION:
DEVELOPER:
PERMANENT EROSION CONTROL MEASURES:
HORIZONTAL CONTROL:
BENCHMARK #10:
ELEV: 905.29
N: 1615136.25 E: 2429774.82
BENCHMARK #11:
ELEV: 905.62
N: 1614081.61 E: 2429534.72
SHEET
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approved by:
checked by:
drawn by:
drawing no.:
QA/QC by:
date:
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CONSULTANT:
E R
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P
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TO
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S
RUSSION-STOTTS CONTROL POINT TABLE
UTILITY NOTE:
CrawKan Telephone and Verizon Wireless have lines along the survey site that are not marked.
BENCH MARK
#10 = 905.29 Set 1/2" iron pin 18'± north of east guard rail, 18'± east of centerline of 250th Avenue in White-Fast site.
#11 = 905.62 Set 1/2" iron pin on the north side of field entrance, 95'± south of west guard rail, 18'± west of centerline of 250th Avenue in White-Fast Site.
Disturbed area
Disturbed area
Underground fiber optic cable
Found P.K. nail
Found 1/2" iron pin
Found top of cut off T-post
G R
A V
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D R
IV
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E. 20TH STREET
R O
C K
Y R
ID
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D
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SITE PLAN NOTES:
CONTOUR INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
PROJECT/DATUM: UTM ZONE 14/NAD83
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Disturbed area
Disturbed area
Underground fiber optic cable
Found P.K. nail
Found 1/2" iron pin
Found top of cut off T-post
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GENERAL NOTES
CONTOUR INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
PROJECT/DATUM: UTM ZONE 14/NAD83
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CONTOUR INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
1+00
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-500 -490 -480 -470 -460 -450 -440 -430 -420 -410 -400 -390 -380 -370 -360 -350 -340 -330 -320 -310 -300 -290 -280 -270 -260 -250 -240 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
-550 -540 -530 -520 -510 -500 -490 -480 -470 -460 -450 -440 -430 -420 -410 -400 -390 -380 -370 -360 -350 -340 -330 -320 -310 -300 -290 -280 -270 -260 -250 -240 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
-540 -530 -520 -510 -500 -490 -480 -470 -460 -450 -440 -430 -420 -410 -400 -390 -380 -370 -360 -350 -340 -330 -320 -310 -300 -290 -280 -270 -260 -250 -240 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
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CONTOUR INFORMATION
EXISTING GRADE CONTOURS WERE DERIVED FROM
KANSAS DATA ACCESS & SUPPORT CENTER'S KANSAS
LIDAR CONTAINING HYDRO-FLATTENED BARE EARTH
LIDAR DIGITAL ELEVATION MODELS, CREATED BY U.S.
DEPARTMENT OF AGRICULTURE - NATURAL RESOURCES
CONSERVATION SERVICE
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STABILIZED CONSTRUCTION ENTRANCE DETAIL
PLAN VIEW
PROFILE
SILT FENCE DETAIL
PLAN VIEW SECTION VIEW
COMPOST FILTER SOCK DETAILS
NOTES:
SECTION A - A
PLAN VIEW
SECTION B-B
A A
RIPRAP APRON DETAILS
B
B
RIPRAP NOTES
RIPRAP PAD DETAIL
15' WIDE ROCK TOE SECTION
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PP PIPE TRENCH INSTALLATION DETAIL
CONSTRUCTION SPECIFICATIONS
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WATER ACCESS RAMP PROFILEWATER ACCESS RAMP NOTES WATER ACCESS RAMP PLAN VIEW
WATER ACCESS RAMP DETAILS
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CORNER ASSEMBLY
DETAIL B
DETAIL A
PULL POST ASSEMBLY
GATE ASSEMBLY
DETAIL C
DETAIL C
CORNER ASSEMBLY
LINE FENCE SECTION
AND WATERWAYS
CROSSING AT SMALL DEPRESSIONS
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| Sheets and Views |
| 1 TITLE SHEET |
| 2 EROSION CONTROL PLAN - RUSSIAN |
| 3 SITE PLAN - RUSSIAN |
| 4 GRADING PLAN - RUSSIAN |
| 5 CROSS SECTION PLAN VIEW - RUSSIAN |
| 6 CROSS SECTIONS - RUSSIAN |
| 7 CROSS SECTIONS - RUSSIAN |
| 8 CROSS SECTIONS - RUSSIAN |
| 9 EROSION CONTROL PLAN - STOTTS |
| 10 SITE PLAN - STOTTS |
| 11 GRADING PLAN - STOTTS |
| 12 CROSS SECTION PLAN VIEW - STOTTS |
| 13 CROSS SECTIONS - STOTTS |
| 14 STANDARD CONSTRUCTION DETAILS |
| 15 STANDARD CONSTRUCTION DETAILS |
| 16 STANDARD FENCE DETAIL |
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