Attachment 2 Location_Design.pdf
PDF 5 MB Posted
- Attached to
- Cox WRE, Hart County, KY Federal contract opportunity
- Solicitation number
- 12FPC324Q0048
About this file
This document contains design plans and drawings for a wetlands restoration project in Hart County, Kentucky. The project consists of constructing two dikes with water control structures to restore the hydrology on the 47.92-acre site. The key details include:
The project is part of the Department of Agriculture's Wetlands Reserve Program (WRP), with the Natural Resources Conservation Service (NRCS) as the responsible agency. The design plans provide specifications for the earthwork, drainage pipes, water control structures, and other construction elements required to create two wetland pool areas of 3.9 acres and 0.34 acres. The plans include detailed drawings for the dike alignments, profiles, cross-sections, and water control structure details. The estimated quantities for earthwork, pipe, seeding, and other items are also provided. The project is located on land owned by Lawrence E. Cox III and Joan E. Cox.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment 5 Updated Bid Schedule.pdf | ||
| Amendment 02 Extend Date Quotes Due and Updated Bid Schedule WRE Cox Property Hart County KY 12FPC324Q0048 Amend 02.pdf | ||
| Attachment 4 COX WRE - Site Showing Sign-In Sheet.pdf | ||
| Amendment 01 Site Visit WRE Cox Property Hart County KY 12FPC324Q0048 Amend 01.pdf | ||
| Attachment 1 Construction Specs.pdf | ||
| Attachment 3 Wage Determination KY20240058.pdf | ||
| WRE Cox Property Hart County KY 12FPC324Q0048.pdf |
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Text version
G re en R iv er
Green Rive r
R O U N D B E N D R D
Legend
Cox WRE
Cox I-E
Local Road µ
0 490 980 1,470245 Feet
1 inch = 395 feet
Map prepared by Easement Team 5/19/2023 Scale: 1 : 4,741 Lat/Long: 85.7294265°W 37.3123589°N
ACEP - WRE
Final Survey Boundary Map
Lawrence E Cox III and Joan E Cox Living Hart County
Permanent Easement: 47.92 acres
545C162001SVW
Eve Hwy
A llen Pott inger Rd
C h ar l i e C o b b R d
Bo iling
Spring s Rd
Powder Mills Rd
N J a c k so n H w y
Linwood G re e n R iv e r
31E
31E
F ig e tt B e n d R d
Eve Hwy
G le n L il y E a s t R d
K n o x C re ek
R d
Rio
Green River
F ig et t B en d R d
G a rd n e r R d
G re e n R i v e r
G re e n R iv e r
Ga rd ne r R d
R o un d B ot to m Rd
Gree n R iv er
Da vi s Be n d R d
£¤31E
BOILING
SPRINGS RD
POWDER MILLS RD
EVE HWY
UV569
UV569
UV566
Hart
Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA
Legend cnty24k_a_ky
545C162001SVW_Cox_ExhibitA
Local Roads Statewide
Primary Roads Statewide
US HWY
Major Road µ
0 2,500 5,000 7,5001,250 Feet
1 inch = 2,356 feet
Map prepared by Easement Team 12/22/2023 Scale: 1 : 28,275 Lat/Long: 85.7340111"W / 37.3194811"N Quad: Hudgins
ACEP WRE
Location Map
Larry Cox Hart County
Permanent Easement (47.92 Acres)
NEST: 545C162001SVW
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LAWRENCE COX
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WETLANDS RESERVE PROGRAM CODE :658
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AutoCAD SHX Text WETLANDS RESERVE PROGRAM CODE :658 LANDOWNER : LAWRENCE COX LAWRENCE COX HART COUNTY, KY COUNTY, KY KY USDA - NATURAL RESOURCES CONSERVATION SERVICE
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SITE LOCATION COORDINATES LATITUDE: 37°18'46.33"N LONGITUDE: 85°43'52.39"W
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VICINITY MAP NOT TO SCALE
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AutoCAD SHX Text NOTES: ALL UTILITIES ARE RESPONSIBILITY OF THE LANDOWNER AND CONTRACTOR. CALL B.U.D. (811) AT LEAST 24 HOURS BEFORE EXCAVATION WORK BEGINS. SOME UTILITIES ARE NOT PART OF B.U.D SYSTEM.THIS DIES NOT RELIEVE THE LANDOWNER OF THE RESPONSIBILITY OF THEM. COORDINATE SYSTEM: KENTUCKY SOUTH STATE PLANE US FOOT (KY83-SF) GEOID: G2012BU7
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AutoCAD SHX Text ENGINEERING JOB CLASS: III TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF THE INSTALLED PRACTICE MEETS NRCS STANDARDS. SIGNATURE: TITLE: DATE:
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COVER
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DIKE 1 PLAN VIEW
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DIKE 1 PROFILE
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DIKE 1 CROSS SECTIONS
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DIKE 1 WATER CONTROL STRUCTURE TYPICAL CROSS SECTION
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DIKE 2 WATER CONTROL STRUCTURE TYPICAL CROSS SECTION
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SPILLWAY TYPICAL DETAIL
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TYPICAL BORROW BASIN AND EMBANKMENT CROSS SECTION
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ITEM AMOUNT UNIT
EARTHFILL EMBANKMENT 1 864 Cu.Yds
SCH 40 PVC PIPE EMBANKMENT 1 81 FT.
SEEDING EMBANKMENT 1 0.33 ACRES
MULCHING EMBANKMENT 1 0.33 ACRES
EARTHFILL EMBANKMENT 2 442 Cu.Yds
SCH 40 PVC PIPE EMBANKMENT 2 77 FT.
SEEDING EMBANKMENT 2 0.2 ACRES
MULCHING EMBANKMENT 2 0.2 ACRES
6" RODENT GUARD 2 Ea.
6" BAR GUARD 2 Ea.
3' TALL 6" Dia. INLINE WATER CONTROL STRUCTURE EMBANKMENT 1 1 Ea.
3' TALL 6" Dia. INLINE WATER CONTROL STRUCTURE EMBANKMENT 2 1 Ea.
CLASS II RIPRAP 20 TONS
NON-WOVEN GEOTEXTILLE 20 Sq.Yds
6"X6" X 8' TREATED GUARD POST 2 Ea.
3' X 3' ANTI-SEEP COLLAR 2 Ea.
CLEARING AREA 10 ACRES
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DIKE 1
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POOL AREA 3.9 ACRES
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POOL AREA 0.34 ACRES
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CLEARING AREA 10.0 ACRES
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DIKE 1 ALIGNMENT
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POOL AREA 3.9 ACRES POOL ELEVATION 501.8'
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TOP OF DIKE 503.0'
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AutoCAD SHX Text 6.0" INLINE WATER CONTROL STRUCTURE 3.0' TALL @ STA.1+50.00 TOP GATE ELEVATION AT 501.8'
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6"X6"X8' TREATED GUARD POST
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STRIPPING DEPTH = 0.5"
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WATER ELEVATION=501.80'
VERTICAL SCALE: 1 SQUARE= I FT
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STRIPPING DEPTH = 0.5"
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WATER ELEVATION=501.80'
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NOTE: CROSS SECTION STA.1+50 FOR MORE DETAILS SEE SHEET 6 OF 12
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3.0' TALL 6.0" INLINE WATER CONTROL STRUCTURE
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INSTALL RODENT GUARD INSIDE OUTLET ELEV.499.9'
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NON-WOVEN GEOTEXTILE
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1.1 FALL
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TOP OF DIKE ELEV. 503.0
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10.0' PERFORATED PIPE
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INVERT ELEV. 501.0'
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STRIPPING DEPTH 0.5'
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DESIGN WATER LEVEL 501.8'
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TOP GATE ELEVATION SHOULD BE SET AT 501.8'
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PERFORATED PIPE DETAIL
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3'X3' ANTI-SEEP COLLAR
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TOP OF DIKE 2 506.38'
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POOL AREA 0.34 ACRES POOL ELEVATION 505.2'
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3.0' TALL 6.0" INLINE WATER CONTROL STRUCTURE
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INSTALL RODENT GUARD INSIDE OUTLET ELEV. 503.52'
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NON-WOVEN GEOTEXTILE
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CLASS II RIPRAP PLACED BENEATH OUTLET UNTIL GRADE IS REACHED
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1.13' FALL
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TOP OF DIKE ELEV. 506.38
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INVERT ELEV. 504.65'
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DESIGN WATER LEVEL 505.2'
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AutoCAD SHX Text 11/23
AutoCAD SHX Text 11/3/23
AutoCAD SHX Text KY-WRP-LC23.dwg
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Sheet of
AutoCAD SHX Text File No.
AutoCAD SHX Text 11/3/2023
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LAWRENCE COX
AutoCAD SHX Text
WETLANDS RESERVE PROGRAM CODE :658
AutoCAD SHX Text
SPILLWAY TYPICAL DETAIL
AutoCAD SHX Text HART County, KY County, KYKY
AutoCAD SHX Text NOTES: 1. CONSTRUCTED TOP OF EMBANKMENT ALLOWS FOR 10% SETTLEMENT IF CONSTRUCTED TOP OF EMBANKMENT ALLOWS FOR 10% SETTLEMENT IF BUILT WITH A BULLDOZER, 5% WITH A PAN. 2. ALL AREAS TO RECEIVE EARTHFILL SHALL BE STRIPPED TO A DEPTH OF ALL AREAS TO RECEIVE EARTHFILL SHALL BE STRIPPED TO A DEPTH OF 0.5 FT PRIOR TO THE PLACEMENT OF EARTHFILL. 3. THE EMBANKMENTS, AUXILIARY SPILLWAY, AND ALL DISTURBED AREAS THE EMBANKMENTS, AUXILIARY SPILLWAY, AND ALL DISTURBED AREAS (EXCEPT IN THE POOL AREA) SHALL BE PERMANENTLY VEGETATED AS SPECIFIED IN CONSTRUCTION SPECIFICATION 6 ACCORDING TO NRCS CONSERVATION PRACTICE STANDARD CRITICAL AREA PLANTING (342) UNLESS OTHERWISE SPECIFIED. THE POOL AREA IS THAT AREA UPSTREAM OF THE EMBANKMENT BELOW THE MAXIMUM WATER ELEVATION AS SHOWN ON THE PROFILE. 4. ALL EARTHFILL SHALL BE ACQUIRED FROM THE BORROW AREAS AS ALL EARTHFILL SHALL BE ACQUIRED FROM THE BORROW AREAS AS SHOWN ON THE PLAN VIEWS OR AS DESIGNATED BY NRCS PERSONNEL. 5. THE MINIMUM DISTANCE FROM THE UPSTREAM TOE OF THE EMBANKMENT THE MINIMUM DISTANCE FROM THE UPSTREAM TOE OF THE EMBANKMENT AND THE EDGE OF THE POOL BORROW AREA SHALL BE 30 FEET. 6. ALL EMBANKMENT SIDE SLOPES SHALL BE 8 HOR. TO 1 VERT. OR ALL EMBANKMENT SIDE SLOPES SHALL BE 8 HOR. TO 1 VERT. OR FLATTER, UNLESS SPECIFIED ON PLANS. 7. THE STRIPPED MATERIAL FROM THE FOUNDATIONS OF EMBANKMENTS THE STRIPPED MATERIAL FROM THE FOUNDATIONS OF EMBANKMENTS SHALL BE USED FOR THE LAST 0.2' OF EARTHFILL FOR CONSTRUCTION OF EMBANKMENT. ALL OTHER STRIPPED MATERIALS SUCH AS THAT FROM BORROW AREAS SHALL BE DEPOSITED IN THE WASTE AREAS DESIGNATED AS SPOIL PILES. THE FINAL EXTENT AND LOCATION OF THE WASTE AREAS ARE AS SHOWN ON PLANS OR AS DETERMINED DURING CONSTRUCTION BY NRCS PERSONNEL. 8. THE MAJORITY OF BORROW SIDE SLOPES SHOULD BE 10 HOR. TO 1 THE MAJORITY OF BORROW SIDE SLOPES SHOULD BE 10 HOR. TO 1 VERT. OR FLATTER UNLESS SPECIFIED ON PLANS. ALL BORROW SIDE SLOPES SHOULD BE NO STEEPER THAN 4 HOR. TO 1 VERT. UNLESS PRIOR APPROVAL IS GRANTED BY THE ENGINEER. 9. SPOIL PILES SHALL BE USED TO CREATE HABITIAT MOUNDS. THE SPOIL PILES SHALL BE USED TO CREATE HABITIAT MOUNDS. THE HABITAT MOUNDS SHALL VARY IN ELEVATION, BUT NO HIGHER THAN 3 FEET ABOVE ORIGINAL GROUND. ALL SIDE SLOPES FOR HABITAT MOUNDS SHALL BE 4H:1V OR FLATTER. MOUNDS MAY BE LEFT ROUGH GRADED AND LEFT WITH ROUGH SIDE SLOPES.
AutoCAD SHX Text
AUXILIARY SPILLWAY TYPICAL DETAIL
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AUXILIARY SPILLWAY LEVEL SECTION
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EXIT SLOPE
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EMBANKMENT AUXILIARY SPILLWAY PLAN VIEW NOT TO SCALE
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3:1 SLOPE
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3:1 SLOPE
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ENTRANCE SLOPE
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PLANNED GRADE (AFTER)
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EXISTING GRADE (BEFORE)
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AutoCAD SHX Text
EMBANKMENT AUXILIARY SPILLWAY CROSS SECTION VIEW NOT TO SCALE
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TOP OF EMBANKMENT
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TOE OF EMBANKMENT
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POOL LEVEL
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LEGEND
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ORIGINAL GROUND
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EMBANKMENT (FINISHED ELEV.)
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STRIPPING DEPTH = 0.5"
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AUXILIARY SPILLWAY
WATER ELEVATION
ra l R es ou rc es
Co ns er va tio n
Se rv ice
U ni te d
St at es D ep ar tm en t of
Ag ric ul tu re
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text
J.MALDONADO
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J.MALDONADO
AutoCAD SHX Text E. Phillips
AutoCAD SHX Text 11/3/2023
AutoCAD SHX Text 11/3/2023
AutoCAD SHX Text 11/23
AutoCAD SHX Text 11/3/23
AutoCAD SHX Text KY-WRP-LC23.dwg
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Sheet of
AutoCAD SHX Text File No.
AutoCAD SHX Text 11/3/2023
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LAWRENCE COX
AutoCAD SHX Text
WETLANDS RESERVE PROGRAM CODE :658
AutoCAD SHX Text
TYPICAL BORROW BASIN AND EMBANKMENT CROSS SECTION
AutoCAD SHX Text HART County, KY County, KYKY
AutoCAD SHX Text
EMBANKMENT (AFTER)
AutoCAD SHX Text
EXISTING GRADE (BEFORE)
AutoCAD SHX Text
BORROW AREA SIDE SLOPES SHALL BE NO STEEPER THAN 4:1
AutoCAD SHX Text BASIN DEPTHS SHALL VERY BETWEEN 6 AND 18 INCHES DEEP OVER AT LEAST 75% OF BASIN AREA. REMAINDER OF BASIN CAN BE BETWEEN 2 AND 4 FOOT DEEP TO PROVIDE SOME PERMANENT WATER.
AutoCAD SHX Text
TYPICAL BORROW BASIN AND SPOIL MOUND SECTION NOT TO SCALE
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MAJORITY OF BORROW BASIN SIDE SLOPES SHOULD BE BETWEEN 10:1 AND 20:1.
AutoCAD SHX Text
BASIN WATERLINE
AutoCAD SHX Text
SPOIL MOUND SIDE SLOPES NOT TO EXCEED 4:1
AutoCAD SHX Text SPOIL MOUND ELEVATION SHOULD BE BETWEEN 0.5' AND 3.0' ABOVE EXISTING GROUND ELEVATION.
AutoCAD SHX Text
PLANNED GRADE (AFTER)
AutoCAD SHX Text
EXISTING GROUND ELEVATION
AutoCAD SHX Text
TYPICAL EMBANKMENT CROSS SECTION NOT TO SCALE
AutoCAD SHX Text
LEGEND
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ORIGINAL GROUND
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EMBANKMENT (FINISHED ELEV.)
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STRIPPING DEPTH = 0.5"
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BORROW BASIN
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WATER ELEVATION
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BORROW BASIN SIDE SLOPES NOT TO EXCEED 4:1
STRIPPING DEPTH 0.5'
| 2001SVW Cox Final Boundary Map.pdf |
| 2001SVW Cox Location Map 2024.pdf |
| 2001SVW Lawrence Cox Designs FINAL (EP Signed).pdf |
| Sheets and Views |
| KY-WRP-LC23-COVER |
| KY-WRP-LC23-PLAN VIEW |
| KY-WRP-LC23-DIKE 1 PLAN VIEW |
| KY-WRP-LC23-DIKE 1 PROFILE |
| KY-WRP-LC23-DIKE 1 CROSS SECTIONS |
| KY-WRP-LC23-DIKE 1 WATER CONTROL STRUCTURE TYPICAL CROSS SECTION |
| KY-WRP-LC23-DIKE 2 PLAN VIEW |
| KY-WRP-LC23-DIKE 2 PROFILE VIEW |
| KY-WRP-LC23-DIKE 2 CROSS SECTIONS |
| KY-WRP-LC23-DIKE 2 WATER CONTROL STRUCTURE TYPICAL CROSS SECTION |
| KY-WRP-LC23-SPILLWAY TYPICAL DETAIL |
| KY-WRP-LC23-TYPICAL BORROW BASIN AND EMBANKMENT CROSS SECTION |
File details come from the government source that posted it. Updated .