Attachment 4 BK6 Todd Design Plans .pdf
PDF 3 MB Posted
- Attached to
- Todd WRE, Crittenden County, KY Federal contract opportunity
- Solicitation number
- 12FPC324Q0051
About this file
This document contains the design plans for the Todd BK6 wetland restoration and dike repair project in Crittenden County, Kentucky for the Natural Resources Conservation Service (NRCS).
The plans detail the scope of work, which includes clearing, earthwork, seeding, and repair of beaver-damaged dikes within the existing conservation easement. Specific repair locations and quantities are provided, along with detailed cross-sections showing the proposed dike restoration. The plans also include a borrow area and temporary access road to facilitate the repairs. The project is part of the ACEP-WRE Program, with the landowner being Michael E. Todd. The NRCS Madisonville, Kentucky office is overseeing the project. Key bid items include Clearing, Mobilization/Demobilization, Earthfill, Excavation, Topsoil, and Seeding/Mulching.
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Text version
PROVIDENCE
DIAMONDWEBSTER
CRITTENDEN
05/19/2023
C O
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05/19/2023VICINITY MAP
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6WETLAND RESTORATION REPAIR - TODD BK6
EASEMENT OWNER: MICHAEL E TODD
ACEP-WRE PROGRAM
REPAIR PLANS
for
NATURAL RESOURCES CONSERVATION SERVICE
CRITTENDEN COUNTY, KENTUCKY
SWCA ENVIRONMENTAL CONSULTING AND
ENGINEERING, INC.
9319 ROBERT D. SNYDER RD,
SUITE 436
CHARLOTTE, NC 28223
(984)-201-9940
TIM TAYLOR, P.E.
ENGINEER:
OWNER:
KENTUCKY NRCS MADISONVILLE OFFICE
1095 NATIONAL MINE RD
MADISONVILLE, KY 40503
(270)-821-4430
SCALE IN MILE
PROJECT SITE
LAT: 37°23'33.67"N
LONG: 87°52'16.98"W
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 DOES NOT RELIEVE THE LANDOWNER
OF THE RESPONSIBILITY OF THEM.
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE,
JUDGEMENT, AND BELIEF THE INSTALLED PRACTICE MEETS
NRCS STANDARDS.
SIGNATURE:
TITLE:
DATE:
Jun 9, 2023
05/19/2023
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Bid Item Item Spec. no. Est Quantity Unit 1 Clearing 1 1.3 AC 2 Mobilization and Demobilization 8 1 LS sub Pollution Control 5 --- --- 3 Earthfill 23 130 CU YDS sub Removal of Water 11 --- ---sub Excavation 21 104 CU YDS sub Topsoil 26 26 CU YDS
4 Seeding and Mulching 6 1.3 AC
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SHEET 4 : TODD BK6 PLAN - (2)
CONSTRUCTION
ACCESS
SHEET 4: TODD BK6 PLAN - (1)
PROPOSED PLAN LEGEND
CONSERVATION EASEMENT
PROPOSED BORROW AREA
TEMPORARY ACCESS ROAD
PROPOSED DIKE REPAIR AREA
CP1 CONTROL POINT
LAT: N37° 23' 21.75"
LONG: W87° 51' 41.57"
ELEVATION= 359.52'
CP2 CONTROL POINT
LAT: N37° 23' 07.12"
LONG: W87° 51' 49.27"
ELEVATION= 356.41'
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CONSTRUCTION
ACCESS
DIKE XS1:
REMOVE BEAVER DAM AND
REPAIR DIKE DAMAGE
LAT: N37° 23' 20.27"
LONG: W87° 51' 41.22"
DIKE XS2:
REPAIR DIKE DAMAGE
WITHOUT IMPACTING WATER
CONTROL STRUCTURE
LAT: N37° 23' 18.94"
LONG: W87° 51' 41.95"
DIKE XS3:
REPAIR DIKE DAMAGE
LAT: N37° 23' 18.07"
LONG: W87° 51' 42.28"
BORROW AREA
REPAIR DAMAGED AREAS AS FOLLOWS:
1. LOWER THE WATER LEVEL SUFFICIENT TO PREVENT THE POSSIBILITY OF
BREACHING AT THE REPAIR LOCATION, TO ALLOW DRY ACCESS TO THE FULL
EXTENTS OF DAMAGE, AND TO ALLOW PROPER COMPACTION OF BACKFILL.
2. CLEAR DAMAGED AREA OF ANY TREES OR WOODY VEGETATION, INCLUDING
ROOTS. WHERE TOPSOIL IS PRESENT, STRIP TO A DEPTH OF 0.3 FT AND
STOCKPILE PRIOR TO DIKE DISTURBANCE.
3. EXCAVATE ANY UNSUITABLE OR COMPROMISED MATERIAL UP TO 0.5 FT
BELOW EXISTING GRADE.
4. REBUILD DIKE WITH EARTHFILL PER SPECIFICATION 23 - EARTHFILL IN THE
PROJECT SPECIFICATIONS.
5. THE FINAL GRADES AND ELEVATIONS OF THE REPAIR SECTION SHALL HAVE
SMOOTH TRANSITIONS EXISTING GRADES OF THE DIKE. PLANT/SEED
ACCORDING TO NRCS PRACTICE 342.
PROPOSED PLAN LEGEND
CONSERVATION EASEMENT
PROPOSED BORROW AREA
TEMPORARY ACCESS ROAD
PROPOSED DIKE REPAIR AREA
CP1 CONTROL POINT
LAT: N37° 23' 21.75"
LONG: W87° 51' 41.57"
ELEVATION= 359.52'
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DIKE XS4:
REPAIR DIKE DAMAGE
LAT: N37° 23' 16.12"
LONG: W87° 51' 45.19"
DIKE XS5:
REPAIR DIKE DAMAGE
LAT: N37° 23' 15.09"
LONG: W87° 51' 45.12"
DIKE XS6:
REPAIR DIKE DAMAGE
LAT: N37° 23' 14.73"
LONG: W87° 51' 45.00"
DIKE XS8:
REPAIR DIKE DAMAGE
LAT: N37° 23' 13.54"
LONG: W87° 51' 44.35"
BORROW AREA
DIKE XS9:
REPAIR DIKE DAMAGE
LAT: N37° 23' 12.94"
LONG: W87° 51' 44.16"
DIKE XS7:
REPAIR DIKE DAMAGE
LAT: N37° 23' 14.49"
LONG: W87° 51' 44.85"
DIKE XS10:
REPAIR DIKE DAMAGE
LAT: N37° 23' 12.46"
LONG: W87° 51' 44.27"
PROPOSED PLAN LEGEND
CONSERVATION EASEMENT
PROPOSED BORROW AREA
TEMPORARY ACCESS ROAD
PROPOSED DIKE REPAIR AREA
REPAIR DAMAGED AREAS AS FOLLOWS:
1. LOWER THE WATER LEVEL SUFFICIENT TO PREVENT THE POSSIBILITY OF
BREACHING AT THE REPAIR LOCATION, TO ALLOW DRY ACCESS TO THE FULL
EXTENTS OF DAMAGE, AND TO ALLOW PROPER COMPACTION OF BACKFILL.
2. CLEAR DAMAGED AREA OF ANY TREES OR WOODY VEGETATION, INCLUDING
ROOTS. WHERE TOPSOIL IS PRESENT, STRIP TO A DEPTH OF 0.3 FT AND
STOCKPILE PRIOR TO DIKE DISTURBANCE.
3. EXCAVATE ANY UNSUITABLE OR COMPROMISED MATERIAL UP TO 0.5 FT
BELOW EXISTING GRADE.
4. REBUILD DIKE WITH EARTHFILL PER SPECIFICATION 23 - EARTHFILL IN THE
PROJECT SPECIFICATIONS.
5. THE FINAL GRADES AND ELEVATIONS OF THE REPAIR SECTION SHALL HAVE
SMOOTH TRANSITIONS EXISTING GRADES OF THE DIKE. PLANT/SEED
ACCORDING TO NRCS PRACTICE 342.
Dike XS 2 - SCALE: HOR 1" =5'; VERT 1"= 2'
0+00 0+10 0+20 0+30 0+40 0+50 0+60
Dike XS 3 - SCALE: HOR 1" =5'; VERT 1"= 2'
0+00 0+10 0+20 0+30 0+40 0+50 0+53
Dike XS 1 - SCALE: HOR 1" =5'; VERT 1"= 2'
0+00 0+10 0+20 0+30 0+40 0+50
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BEAVER SLIDE ASSUMED TO BE FLAT
OUTSIDE OF SURVEYED AREA (TYP.)
EXISTING GRADE PROJECTED
FROM UNDISTURBED DIKE
SECTION
REPAIR DIKE DAMAGE
WITHOUT IMPACTING WATER
CONTROL STRUCTURE
DIKE PROFILE ASSUMED TO BE
4 TO 1 SIDE SLOPES OUTSIDE
OF SURVEYED AREA (TYP.)
PROFILE LEGEND
DIKE PROFILE (SURVEY)
DIKE PROFILE (ASSUMED)
BEAVER SLIDE PROFILE (SURVEY)
BEAVER SLIDE PROFILE (ASSUMED)
SUB-GRADE ELEVATION PROFILE
NORMAL WATER LEVEL
FILL AREA
CUT AREA
Dike XS 4 - SCALE: HOR 1" =5'; VERT 1"= 2'
0+00 0+10 0+20 0+30 0+40 0+50 0+57
Dike XS 5 - SCALE: HOR 1" =5'; VERT 1"= 2'
0+00 0+10 0+20 0+30 0+40 0+50 0+60
Dike XS 6 - SCALE: HOR 1" =5'; VERT 1"= 2'
0+00 0+10 0+20 0+30 0+40 0+50 0+58
Dike XS 7 - SCALE: HOR 1" =5'; VERT 1"= 2'
0+00 0+10 0+20 0+30 0+40 0+50 0+58
Dike XS 8 - SCALE: HOR 1" =5'; VERT 1"= 2'
0+00 0+10 0+20 0+30 0+40 0+50 0+57
Dike XS 9 - SCALE: HOR 1" =5'; VERT 1"= 2'
0+00 0+10 0+20 0+30 0+40 0+50 0+60
Dike XS 10 - SCALE: HOR 1" =5'; VERT 1"= 2'
0+00 0+10 0+20 0+30 0+40 0+43
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EXISTING GRADE PROJECTED
FROM UNDISTURBED DIKE
SECTION
DIKE PROFILE ASSUMED TO BE 4
TO 1 SIDE SLOPES OUTSIDE OF
SURVEYED AREA (TYP.)
BEAVER SLIDE ASSUMED TO BE FLAT
OUTSIDE OF SURVEYED AREA (TYP.)
PROFILE LEGEND
DIKE PROFILE (SURVEY)
DIKE PROFILE (ASSUMED)
BEAVER SLIDE PROFILE (SURVEY)
BEAVER SLIDE PROFILE (ASSUMED)
SUB-GRADE ELEVATION PROFILE
NORMAL WATER LEVEL
FILL AREA
CUT AREA
BEAVER SLIDE REPAIR
PLAN VIEW
A
A
NOTES:
1. LOWER THE WATER LEVEL SUFFICIENT TO PREVENT THE POSSIBILITY OF BREACHING AT THE REPAIR LOCATION, TO ALLOW DRY ACCESS TO THE FULL EXTENTS OF DAMAGE, AND TO ALLOW PROPER COMPACTION OF
BACKFILL.
2. CLEAR DAMAGED AREA OF ANY TREES OR WOODY VEGETATION, INCLUDING ROOTS. WHERE TOPSOIL IS
PRESENT, STRIP TO A DEPTH OF 0.3 FT AND STOCKPILE PRIOR TO DIKE DISTURBANCE.
3. EXCAVATE ANY UNSUITABLE OR COMPROMISED MATERIAL UP TO 0.5 FT BELOW EXISTING GRADE.
REBUILD DIKE WITH EARTHFILL PER SPECIFICATION 23 - EARTHFILL IN THE PROJECT SPECIFICATIONS.
4. THE FINAL GRADES AND ELEVATIONS OF THE REPAIR SECTION SHALL HAVE SMOOTH TRANSITIONS EXISTING
GRADES OF THE DIKE. PLANT/SEED ACCORDING TO NRCS PRACTICE 342.
NOT TO SCALE
SECTION B-B
W2: WIDTH VARIES
B
B
BEAVER SLIDE REPAIR EXTENDS MIN. 1'
PAST FURTHEST BEAVER SLIDE EXTENT
COMPACTED
EARTHFILL
L1: LENG
TH VARIES
4:1
SECTION A-A
L1
COMPACTED
EARTHFILL
W1: MAX WIDTH VARIES
D1: MAX DEPTH OF
BEAVER SLIDE VARIES
BEAVER SLIDE REPAIR
COORDINATES
DIKE REPAIRS L1 W1 W2 D1 LATITUDE LONGITUDE
EARTHFILL
(CU YDS)
BEAVER SLIDE REPAIR -(1) 17' 15.2' 5' 1.7' N37° 23' 20.27" W87° 51' 41.15" 8
BEAVER SLIDE REPAIR -(2) 27' 20' 5' 2.5' N37° 23' 18.93" W87° 51' 41.74" 27
BEAVER SLIDE REPAIR -(3) 26' 16.8' 3' 2.3' N37° 23' 18.01 W87° 51' 42.20" 15
BEAVER SLIDE REPAIR -(4) 20' 16.8' 3' 2.3' N37° 23' 16.14" W87° 51' 45.28" 8
BEAVER SLIDE REPAIR -(5) 23.5' 19.8' 3' 2.8' N37° 23' 15.07" W87° 51' 45.21" 13
BEAVER SLIDE REPAIR -(6) 15' 12' 3' 1.5' N37° 23' 14.72" W87° 51' 45.05" 3.5
BEAVER SLIDE REPAIR -(7) 20' 12' 3' 1.5' N37° 23' 14.46" W87° 51' 44.92" 6.5
BEAVER SLIDE REPAIR -(8) 22.5' 15' 3' 2' N37° 23' 13.51" W87° 51' 44.44" 9
BEAVER SLIDE REPAIR -(9) 19' 13.8' 3' 1.8' N37° 23' 12.93" W87° 51' 44.23" 7
BEAVER SLIDE REPAIR -(10) 18' 13.8' 3' 1.8' N37° 23' 12.49" W87° 51' 44.31" 6.5
DESIGN GRADE
AFTER REPAIR
EXISTING DIKE
3:
EXCAVATE 0.5' BELOW
EXISTING GRADE OF
BEAVER SLIDE
EXCAVATE 0.5' BELOW
EXISTING GRADE OF
BEAVER SLIDE
UNDISTURBED
GROUND
BEAVER SLIDE
D1: MAX DEPTH OF
BEAVER SLIDE VARIES
NORMAL WATER
LEVEL NORMAL WATER
LEVEL
NORMAL WATER
LEVEL
3:1
TOP EDGE OF
DIKE
EXISTING BEAVER
SLIDE
W1: M
AX WIDTH VARIES
3:1
DIKE CENTERLINE
BEAVER SLIDE REPAIR EXTENDS MIN. 1'
PAST FURTHEST BEAVER SLIDE EXTENT
W2: WIDTH
VARIES
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Signature:
Email: tim.taylor@swca.com
NRCSKY_ToddBK6_Plans Final Audit Report 2023-06-09
Created: 2023-06-09
By: Tim Taylor (Tim.Taylor@swca.com)
Status: Signed
Transaction ID: CBJCHBCAABAAj8WkjkF8NKtB8klUmerX-InsAmQYV8Fm
"NRCSKY_ToddBK6_Plans" History Document created by Tim Taylor (Tim.Taylor@swca.com) 2023-06-09 - 9:51:08 PM GMT- IP address: 130.41.225.233
Document e-signed by Tim Taylor (Tim.Taylor@swca.com) Signature Date: 2023-06-09 - 9:54:49 PM GMT - Time Source: server- IP address: 130.41.225.233
Document emailed to tim.taylor@swca.com for signature
2023-06-09 - 9:54:51 PM GMT
Email viewed by tim.taylor@swca.com 2023-06-09 - 9:55:25 PM GMT- IP address: 104.47.58.254
Signer tim.taylor@swca.com entered name at signing as Timothy Taylor 2023-06-09 - 9:56:56 PM GMT- IP address: 130.41.225.233
Document e-signed by Timothy Taylor (tim.taylor@swca.com) Signature Date: 2023-06-09 - 9:56:58 PM GMT - Time Source: server- IP address: 130.41.225.233
Agreement completed.
2023-06-09 - 9:56:58 PM GMT
| Sheets and Views |
| 1 COVER |
| 2 GENERAL NOTES |
| 3 TODD BK6 OVERVIEW |
| 4 TODD BK6 PLAN - (1) |
| 5 TODD BK6 PLAN - (2) |
| 6 TODD BK6 SECTIONS - (1) |
| 7 TODD BK6 SECTIONS - (2) |
| 8 DETAIL - BEAVER SLIDE REPAIR |
| 2 GENERAL NOTES |
| 2023-06-09T14:57:00-0700 | |
| Agreement certified by Adobe Acrobat Sign |
File details come from the government source that posted it. Updated .