Attachment 3 FZ4 Todd Design Plans.pdf
PDF 7 MB Posted
- Attached to
- Todd WRE, Crittenden County, KY Federal contract opportunity
- Solicitation number
- 12FPC324Q0051
About this file
This document contains the repair plans and design details for the Todd FZ4 wetland restoration project in Crittenden County, Kentucky under the ACEP-WRE program. The key details include:
The project involves wetland restoration and repair of shallow water area dikes and associated features, including clearing, seeding, installing rock stabilizing spillways, and installing erosion prevention measures within the existing shallow water areas. The plans provide detailed drawings and specifications for the proposed work, including profiles, cross-sections, and construction details for the spillway, littoral shelf, and wave break features. The plans also include general notes, construction sequencing, and planting requirements. This project is being managed by the USDA Natural Resources Conservation Service (NRCS) Madisonville, KY office.
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PROVIDENCE
DIAMONDWEBSTER
CRITTENDEN
01/26/2023
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01/26/2023VICINITY MAP
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WETLAND RESTORATION REPAIR - TODD FZ4
EASEMENT OWNER: MICHAEL E TODD
ACEP-WRE PROGRAM
REPAIR PLANS
for
NATURAL RESOURCES CONSERVATION SERVICE
CRITTENDEN COUNTY, KENTUCKY
SWCA ENVIRONMENTAL CONSULTANTS, INC.
9319 ROBERT D. SNYDER RD,
SUITE 436
CHARLOTTE, NC 28223
(919) 624-1458
TIM TAYLOR, P.E.
ENGINEER:
OWNER:
KENTUCKY NRCS MADISONVILLE OFFICE
1095 NATIONAL MINE RD
MADISONVILLE, KY 42431
(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:
Jan 27, 2023
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TIMOTHY J. TAYLOR 27709
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SHEET LIST TABLE
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SHEET NUMBER
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SHEET TITLE
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COVER
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GENERAL NOTES
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TODD FZ4 OVERVIEW
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TODD FZ4 PLAN - (1)
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TODD FZ4 SITE 1 PROFILE
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AUXILIARY SPILLWAY - (1)
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TODD FZ4 PLAN - (2)
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AUXILIARY SPILLWAY - (2)
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SPILLWAY 2 SECTION
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DETAIL - WAVE BREAK AND LITTORAL SHELF
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LEAD RESTORATION ENGINEER
Tim.Taylor Text Box 01/27/2023
01/26/2023
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Bid Item Item Spec. no. Est Quantity Unit 1 Clearing 1 0.7 AC 2 Mobilization and Demobilization 8 1 LS sub Pollution Control 5 --- --- 3 Earthfill 23 3086 CU YDS sub Removal of Water 11 --- ---sub Excavation 21 1949 CU YDS sub Topsoil 26 1137 CU YDS
4 Seeding and Mulching 6 0.5 AC 5 Spillway 61 350 TONS sub Non-Woven Geotextile 95 695 SQ YDS
6 Wetland Plug Planting 6 0.8 AC
Jan 27, 2023
AutoCAD SHX Text GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH ALL PERMITS AND EASEMENTS REQUIRED TO SUCCESSFULLY CONTRACTOR SHALL COMPLY WITH ALL PERMITS AND EASEMENTS REQUIRED TO SUCCESSFULLY CONSTRUCT THE PROJECT, INCLUDING ALL FEDERAL, STATE, COUNTY, AND LOCAL PERMITS. 2. THIS PROJECT AND ALL PROPOSED ACTIVITIES SHALL COMPLY WITH THE NATURAL RESOURCES THIS PROJECT AND ALL PROPOSED ACTIVITIES SHALL COMPLY WITH THE NATURAL RESOURCES CONSERVATION SERVICE (NRCS) CONSERVATION PRACTICE STANDARDS (CPS). 3. ALL EXISTING CONDITIONS ARE TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY ALL EXISTING CONDITIONS ARE TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IN THE PLANS AND NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE NRCS IMMEDIATELY. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY NRCS IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 4. NRCS MAKES NO REPRESENTATION AS TO THE EXISTENCE OR NON-EXISTENCE OF UTILITIES. IT IS THE NRCS MAKES NO REPRESENTATION AS TO THE EXISTENCE OR NON-EXISTENCE OF UTILITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF UNDERGROUND UTILITIES THROUGH 811. CONTRACTOR WILL BE LIABLE FOR ANY DAMAGE RESULTING FROM DISRUPTION OF SERVICE CAUSED BY CONSTRUCTION ACTIVITIES. 5. ELEVATIONS AND COORDINATE LOCATIONS ARE BASED IN NAD83 KENTUCKY STATE PLANES, SOUTH ELEVATIONS AND COORDINATE LOCATIONS ARE BASED IN NAD83 KENTUCKY STATE PLANES, SOUTH ZONE, US FOOT. 6. CONTOUR INTERVAL ON ALL DRAWINGS IS 1-FOOT. CONTOUR INTERVAL ON ALL DRAWINGS IS 1-FOOT. 7. ALL BORROW AND FILL AREAS ARE TO BE CLEARED PER CONSTRUCTION SPECIFICATION 1-CLEARING. ALL BORROW AND FILL AREAS ARE TO BE CLEARED PER CONSTRUCTION SPECIFICATION 1-CLEARING. 8. CONTRACTOR SHALL EXERCISE CARE IN AVOIDING AREAS NOT LOCATED WITHIN THE CONSTRUCTION OR CONTRACTOR SHALL EXERCISE CARE IN AVOIDING AREAS NOT LOCATED WITHIN THE CONSTRUCTION OR EARTHWORK LIMITS AND MINIMIZING DISTURBANCE TO NATURAL VEGETATION. 9. ALL BORROW AREAS SHALL BE STRIPPED OF TOPSOIL TO A DEPTH OF 6 INCHES MAX. DEPTH OF ALL ALL BORROW AREAS SHALL BE STRIPPED OF TOPSOIL TO A DEPTH OF 6 INCHES MAX. DEPTH OF ALL BORROW AREAS SHALL BE 1.5 FEET. SIDE SLOPES SHALL BE NO STEEPER THAN 6:1. 10. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) ONCE FINAL GRADES ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) ONCE FINAL GRADES (AS SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED. PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR SHALL SCARIFY THE TOP 2"-3" OF THE PLANTING SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH THE SUBGRADE. THE TOPSOIL DEPTH SHALL RANGE FROM 3"-4". 11. ONSITE SOILS CONSIST OF NEWARK, LINDSIDE, AND MELVIN SILT LOAM AS DEFINED BY THE USDA-NRCS. ONSITE SOILS CONSIST OF NEWARK, LINDSIDE, AND MELVIN SILT LOAM AS DEFINED BY THE USDA-NRCS. POLLUTION CONTROL NOTES 1. CONTRACTOR SHALL CONTAIN CONSTRUCTION ACTIVITIES WITHIN THE EASEMENT SHOWN OR AS LAID OUT CONTRACTOR SHALL CONTAIN CONSTRUCTION ACTIVITIES WITHIN THE EASEMENT SHOWN OR AS LAID OUT BY NRCS REPRESENTATIVE AT THE SITE. ANY CHANGES TO THE WORK LIMITS MUST BE APPROVED IN WRITING PRIOR TO IMPLEMENTATION. 2. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE. THE CONTRACTOR SHALL CALL FOR AN INSPECTION BY NRCS ONCE INITIAL MEASURES ARE IN PLACE. 3. VEGETATION WITHIN THE CONSTRUCTION SITE SHALL BE PRESERVED AND PROTECTED TO THE EXTENT VEGETATION WITHIN THE CONSTRUCTION SITE SHALL BE PRESERVED AND PROTECTED TO THE EXTENT POSSIBLE. 4. ADDITIONAL STAGING AREAS BEYOND THOSE INDICATED IN THE DRAWINGS MAY BE ALLOWED AT THE ADDITIONAL STAGING AREAS BEYOND THOSE INDICATED IN THE DRAWINGS MAY BE ALLOWED AT THE DISCRETION OF THE LANDOWNER AND NRCS. 5. STAGING AREAS SHALL NOT BE LOCATED WITHIN 150 FT OF ANY WATERWAYS. STAGING AREAS SHALL NOT BE LOCATED WITHIN 150 FT OF ANY WATERWAYS. 6. ALL POWER EQUIPMENT SHALL BE INSPECTED DAILY FOR FLUID LEAKS. ALL POWER EQUIPMENT SHALL BE INSPECTED DAILY FOR FLUID LEAKS. 7. CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE NOTED. 8. CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION CONTROL DEVICES AT LEAST ONCE PER WEEK CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION CONTROL DEVICES AT LEAST ONCE PER WEEK AND AFTER EVERY SIGNIFICANT RAINFALL EVENT. 9. ALL EROSION CONTROL MEASURES TO BE MAINTAINED CONTINUOUSLY THROUGHOUT THE PROJECT. ALL EROSION CONTROL MEASURES TO BE MAINTAINED CONTINUOUSLY THROUGHOUT THE PROJECT. 10. DEWATERING IS NOT SPECIFICALLY REQUIRED. IF DEWATERING IS NECESSARY TO COMPLETE THE WORK DEWATERING IS NOT SPECIFICALLY REQUIRED. IF DEWATERING IS NECESSARY TO COMPLETE THE WORK DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS GOVERNED BY STATE REQUIREMENTS. CONTRACTOR SHALL IMPLEMENT POLLUTION CONTROL MEASURES TO MINIMIZE EROSION AND PREVENT DISCHARGE OF SEDIMENT OR OTHER CONTAMINANTS TO WATERWAYS. 11. THE CONTRACTOR SHALL HAVE A SPILL CONTAINMENT AND CONTROL PLAN PRIOR TO STARTING WORK. THE CONTRACTOR SHALL HAVE A SPILL CONTAINMENT AND CONTROL PLAN PRIOR TO STARTING WORK. 12. THE CONTRACTOR SHALL DISPOSE OF ANY REMAINING CONSTRUCTION MATERIAL OR WASTE UPON THE CONTRACTOR SHALL DISPOSE OF ANY REMAINING CONSTRUCTION MATERIAL OR WASTE UPON COMPLETION OF THE WORK ACCORDING TO LOCAL AND STATE REGULATIONS. IT IS THE CONTRACTOR’S S RESPONSIBILITY TO OBTAIN ANY RELATED PERMITS AND PAY ASSOCIATED FEES FOR HAUL-OFF AND DISPOSAL OF CONSTRUCTION WASTE. 13. AFTER CONSTRUCTION, THE ACCESS ROADS LEADING TO THE PROJECT SITE SHALL BE RESTORED TO AS AFTER CONSTRUCTION, THE ACCESS ROADS LEADING TO THE PROJECT SITE SHALL BE RESTORED TO AS GOOD OR BETTER CONDITION THAN BEFORE CONSTRUCTION. CONSTRUCTION SEQUENCE 1. THE CONTRACTOR'S SURVEYOR SHALL SET/STAKE THE LIMITS OF DISTURBANCE IN THE FIELD PER THE THE CONTRACTOR'S SURVEYOR SHALL SET/STAKE THE LIMITS OF DISTURBANCE IN THE FIELD PER THE DRAWINGS. AN ELECTRONIC COPY WILL BE PROVIDED TO THE SURVEYOR. THE ENGINEER RESERVES THE RIGHT TO ADJUST ANY POINTS BEFORE THE CONTRACTOR BEGINS CONSTRUCTION. 2. THE CONTRACTOR SHALL SET UP A PRE-CONSTRUCTION MEETING WITH NRCS, THE LOCAL EROSION THE CONTRACTOR SHALL SET UP A PRE-CONSTRUCTION MEETING WITH NRCS, THE LOCAL EROSION CONTROL INSPECTOR, AND THE PROJECT ENGINEER. THE CONTRACTOR SHALL SCHEDULE THIS MEETING A MINIMUM OF 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY. 3. THE CONTRACTOR SHALL INSTALL THE EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. THE THE CONTRACTOR SHALL INSTALL THE EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL CLEAR ONLY AS NECESSARY TO INSTALL THESE ITEMS AND SHALL NOTIFY THE PROJECT ENGINEER FOR INSPECTION WHEN INSTALLATION IS COMPLETE. 4. CONSTRUCTION OF THE SITE SHALL BE COMPLETED INCLUDING TEMPORARY VEGETATION, SLOPE CONSTRUCTION OF THE SITE SHALL BE COMPLETED INCLUDING TEMPORARY VEGETATION, SLOPE STABILIZATION, AND STRUCTURES. CONSTRUCTION ACTIVITIES SHALL BE APPROVED BY THE ENGINEER. 5. THE CONTRACTOR SHALL STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE. THE CONTRACTOR SHALL STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE. 6. ONCE THE SITE IS STABILIZED, THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES ONCE THE SITE IS STABILIZED, THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES FROM THE SITE. 7. INSTALL PLANTINGS ACCORDING TO THE PLANTING PLAN. INSTALL PLANTINGS ACCORDING TO THE PLANTING PLAN. 8. OBTAIN FINAL APPROVALS FROM NRCS, THE ENGINEER, AND THE RELEVANT REGULATORY AGENCIES. OBTAIN FINAL APPROVALS FROM NRCS, THE ENGINEER, AND THE RELEVANT REGULATORY AGENCIES.
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SHEET 7 - TODD FZ4 PLAN - (2)
SHEET 4 - TODD FZ4 PLAN -(1)
PROPOSED PLAN LEGEND
PROPOSED SPILLWAY
PROPOSED BREAKWATER ISLANDS
CONSERVATION EASEMENT
PROPOSED BORROW AREA
PROPOSED LITTORAL SHELF
TEMPORARY ACCESS ROAD
PROPOSED FILL AREA
CP1 CONTROL POINT
LAT: 37° 23' 29.63"N
LONG: 87° 52' 05.50"W
ELEVATION= 393.19'
PROJECT ENTRANCE
LAT: 37°23'33.67"N
LONG: 87°52'16.98"W
STABILIZED
CONSTRUCTION
ACCESS
Jan 27, 2023
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-PROPOSED PLAN LEGEND
PROPOSED SPILLWAY
PROPOSED BREAKWATER ISLANDS
CONSERVATION EASEMENT
PROPOSED BORROW AREA
PROPOSED LITTORAL SHELF
TEMPORARY ACCESS ROAD
PROPOSED FILL AREA
350 EXISTING CONTOUR
WAVE BREAK
SEE DETAIL ON SHEET 10
ADD LITTORAL SHELF
SEE DETAIL ON SHEET 10
WATER CONTROL
STRUCTURE OUTLET
LAT: 37° 23' 43.75"N
LONG:87° 51' 43.60"W
INV EL = 347.62'
WATER CONTROL
STRUCTURE TOP OF
FLASHBOARD RISER
LAT: 37° 23' 43.59"N
LONG: 87° 51' 44.07" W
INV EL = 353.25'
TYPICAL POND SECTION
SEE SHEET 5
SECONDARY BORROW AREA
(AS NEEDED) SIDE SLOPES
SHOULD BE BETWEEN 10:1
AND 20:1
BORROW AREA SIDE SLOPES
SHOULD BE AS FLAT AS POSSIBLE
AND SHALL NOT BE STEEPER THAN
4:1
Jan 27, 2023
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TYPICAL POND CROSS-SECTION
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50
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WAVE BREAK
SEE SHEET 10
PROPOSED LITTORAL SHELF
SEE SHEET 10
DESIGN WATER
SURFACE
ELEVATION = 349.5'
SECTION LEGEND
EXISTING GROUND (SURVEY)
PROPOSED DESIGN PROFILE
BORROW AREA
FILL AREA
ESTIMATED POND BOTTOM
SURVEYED EXISTING
DIKE PROFILE
ESTIMATED POND
BOTTOM
VE: 10 TO 1
VE: 10 TO 1
NOTES:
1. DRAIN THE EXISTING POND AND MAINTAIN DRY CONDITIONS IN AREAS OF POTENTIAL BORROW AREAS TO FACILITATE OPTIMAL MOISTURE
CONTENT.
2. ALL AREAS TO RECEIVE EARTHFILL SHALL BE STRIPPED TO A DEPTH OF 0.3 FEET PRIOR TO PLACEMENT OF EARTHFILL, INCLUDING BORROW
AREAS.
3. ALL DISTURBED AREAS (EXCEPT THE POOL AREAS) SHALL BE PERMANENTLY VEGETATED AS SPECIFIED IN PLAN ACCORDING TO CRITICAL AREA PLANTING (342) UNLESS OTHERWISE SPECIFIED. THE POOL AREA IS THE AREA UPSTREAM OF THE DIKE BELOW THE MAXIMUM WATER ELEVATION
AS SHOWN ON THE PROFILE.
4. 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 DIKE AND THE EDGE OF THE POOL BORROW AREA SHALL BE 30 FEET.
6. STRIPPED MATERIAL FROM OUTSIDE THE POOL AREA SHALL BE USED FOR THE LAST 0.2' OF EARTHFILL FOR CONSTRUCTION OF LITTORAL SHELF.
STRIPPED MATERIAL FROM INSIDE THE POOL AREA SHALL BE USED FOR THE LAST 0.2' OF EARTHFILL FOR CONSTRUCTION OF WAVE BREAK FEATURES. THE FINAL EXTEND AND LOCATION OF THE WASTE AREAS SHALL BE DETERMINED DURING CONSTRUCTION BY THE NRCS PERSONNEL.
7. SHELF AND WAVE BREAK SLOPES PLANTING SURFACE SLOPES AT 8:1. SHELF AND WAVE BREAK SIDE SLOPES AT 4:1. BORROW AREA SIDE SLOPES
AT 10:1.
EXISTING TOP OF
DIKE ELEVATION =
353.8' TOP OF SHELF ELEVATION = 350.5'
MAX WAVE BREAK ELEVATION = 350'
BORROW AREA SIDE SLOPES SHALL NOT BE
STEEPER THAN 4:1 BORROW AREA SIDE SLOPES SHALL BE
BETWEEN 10:1 AND 20:1
STRIPPING DEPTH = 0.3'
STRIPPING DEPTH = 0.3'
STRIPPING DEPTH = 0.3'
Jan 27, 2023
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0+00 0+90
0+
1+
1+
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90
KYTC CLASS II CHANNEL LINING AT 1'
THICKNESS
GEOTEXTILE FABRIC
EXTEND
GEOTEXTILE AND
KYTC CLASS II
CHANNEL LINING
TO DESIGN
PROFILE AT 5:1
SLOPE
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+37
GEOTEXTILE FABRIC
KYTC CLASS II CHANNEL LINING AT 1'
THICKNESS
BOTTOM WIDTH = 20'
10:1 OR FLATTER SIDE
SLOPES TO EXISTING
GROUND
EXTEND
GEOTEXTILE AND
KYTC CLASS II
CHANNEL LINING
SIDE SLOPES TO
EXISTING GROUND
AT 5:1 SLOPE
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NOTES:
1. GRADE TIE-IN SLOPES NO STEEPER THAN 5:1.
2. NEW CHANNEL TO BE CONSTRUCTED ON IN-SITU SOIL AND NOT ON FILL.
3. STRIP AND STOCKPILE ANY SUITABLE TOPSOIL FROM FOOTPRINT OF NEW CHANNEL.
4. CONSTRUCT NEW CHANNEL BY OVEREXCAVATING CHANNEL TO A DEPTH THAT COINCIDES WITH THE PROPOSED
DEPTH OF CHANNEL LINING STONE.
5. PLACE GEOTEXTILE LINER ALONG THE CHANNEL PARALLEL TO FLOW AND OVERLAP IN THE DOWNSTREAM DIRECTION.
6. ALL DISTURBED EARTH AREAS SHALL BE PLANTED WITH NATIVE GRASSES PER NRCS PRACTICE STANDARD 342 -
CRITICAL AREA PLANTING
PROFILES LEGEND
EXISTING GROUND
PROPOSED SPILLWAY PROFILE
KYTC CLASS II CHANNEL LINING
NON-WOVEN GEOTEXTILE FABRIC
PLANVIEW AUXILIARY SPILLWAY - (1)
PROFILE AUXILIARY SPILLWAY - (1) SECTION AUXILIARY SPILLWAY - (1)
PLAN LEGEND
EXISTING GROUND
KYTC CLASS II CHANNEL LINING
PROFILE AUXILIARY SPILLWAY - (1) SECTION AUXILIARY SPILLWAY - (1)
SCALE IN FEET
VE: 5 TO 1VE: 5 TO 1
VE: 5 TO 1
Jan 27, 2023
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SQ YD
8' M
IN
FRO
M
TO
E
7 35
0+00
1+00
2+00
2+
INSTALL NEW AUXILIARY DISCHARGE CHANNEL
FILL EXISTING SPILLWAY CHANNEL WITH
MATERIAL FROM NEWLY EXCAVATED CHANNEL
AND BORROW AREA
NOTES:
1. GRADE TIE-IN SLOPES NO STEEPER THAN 5:1.
2. NEW CHANNEL TO BE CONSTRUCTED ON IN-SITU SOIL AND NOT ON FILL.
3. STRIP AND STOCKPILE ANY SUITABLE TOPSOIL FROM FOOTPRINT OF NEW
CHANNEL.
4. CONSTRUCT NEW CHANNEL BY OVEREXCAVATING CHANNEL TO A DEPTH
THAT COINCIDES WITH THE PROPOSED DEPTH OF CHANNEL LINING STONE.
5. PLACE GEOTEXTILE LINER ALONG THE CHANNEL PARALLEL TO FLOW AND
OVERLAP IN THE DOWNSTREAM DIRECTION.
6. PLACE AND GENTLY COMPACT STONE TO MINIMIZE SETTLING. SHAPE
STONE TO THE SPECIFIED CHANNEL DIMENSIONS.
7. FILL EXISTING GULLY BY PLACING AND COMPACTING EXCAVATED SOIL IN
LIFTS NOT TO EXCEED 12 INCHES IN HEIGHT.
8. FINAL GRADE OF FILL SHALL BE A MINIMUM OF SIX INCHES ABOVE TOP OF
BANK OF NEW CHANNEL TO ACCOUNT FOR SETTLING. BLEND FILL
MATERIAL TO THE TOE OF DIKE SO THAT ALL WATER DRAINS AWAY FROM
THE TOE.
9. ALL DISTURBED EARTH AREAS SHALL BE PLANTED WITH NATIVE GRASSES
PER NRCS PRACTICE STANDARD 342 - CRITICAL AREA PLANTING
TYPICAL SECTION 2 - AUXILIARY SPILLWAY
WIDTH =8.4'
EXISTING
GROUND WIDTH =14'
DEPTH = 0.7'
GEOTEXTILE FABRIC
KYTC CLASS II CHANNEL
LINING AT
1' THICKNESS
TYPICAL SECTION 1 - AUXILIARY SPILLWAY
WIDTH =10.4'
EXISTING
GROUND WIDTH =16'
DEPTH = 0.7'
GEOTEXTILE FABRIC
KYTC CLASS II CHANNEL
LINING AT
1' THICKNESS
STA 0+00 TO 0+50 & STA 2+10 TO 2+51
STA 0+50 TO 2+10
EXTEND GEOTEXTILE AND
KYTC CLASS II CHANNEL
LINING TO DESIGN
PROFILE AT 5:1 SLOPE
EXTEND GEOTEXTILE AND
KYTC CLASS II CHANNEL
LINING TO DESIGN
PROFILE AT 5:1 SLOPE
EXTEND GRADING
AT 5:1 SLOPE TO TIE
INTO EXISTING
GROUND
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-PROPOSED PLAN LEGEND
PROPOSED SPILLWAY
PROPOSED FILL
CONSERVATION EASEMENT
PROPOSED BORROW AREA
350 EXISTING CONTOUR
AUXILIARY SPILLWAY -(2)
SEE SHEET 8
Jan 27, 2023
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SQ YD
(359)
0+
1+00
2+00
2+83
(360)
(357)
355361
(361)
(360)
(359)
(3
(357)
(356)
(356)
0+00 1+00 2+00 2+83
0+00 1+00 2+00 2+83
-0.79%
-0.85%
-2.15%
KYTC CLASS II CHANNEL LINING AT 1'
THICKNESS
EXTEND
GEOTEXTILE AND
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CHANNEL LINING
TO DESIGN
PROFILE AT 5:1
SLOPE
GEOTEXTILE FABRIC
01/26/2023
40200
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PROFILE AUXILIARY SPILLWAY - (2)
PLAN LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
KYTC CLASS II CHANNEL LINING
CROSS-SECTION
(361)
BORROW AREA
STA 2+10 TO 2+51: CONTINUE SPILLWAY
BOTTOM WIDTH AT 10.4' AND GRADE SIDE
SLOPES UP TO EXISTING GROUND AT 4:1.
STA 2+10 TO 2+51: CONTINUE SPILLWAY
BOTTOM WIDTH AT 10.4' AND GRADE SIDE
SLOPES UP TO EXISTING GROUND AT 4:1.
SCALE IN FEET
VE: 10 TO 1
VE: 10 TO 1
PROFILES LEGEND
EXISTING GROUND
PROPOSED SPILLWAY PROFILE
KYTC CLASS II CHANNEL LINING
NON-WOVEN GEOTEXTILE FABRIC
PLANVIEW AUXILIARY SPILLWAY - (2)
Jan 27, 2023
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STA 0+10
0 200-20-40
STA 0+50
0 20 40 600-20-40
STA 1+50
0 20 40 600-20-40
STA 2+30
0 20 40 600-20-40
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CUT FILL
SECTION LEGEND
EXISTING GROUND
PROPOSED SPILLWAY PROFILE
CHANNEL CUT
CHANNEL FILL
VE: 2 TO 1
VE: 2 TO 1
VE: 2 TO 1
VE: 2 TO 1
VE: 2 TO 1
Jan 27, 2023
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OPEN WATER
TRANSITIONAL +1.0' to +0.5'
SHALLOW +0.5 to -0.5'
DEEP -0.5' to -5.0'
PLANTING ZONE A
PLANTING ZONE B
PLANTING ZONE C
DREDGE / BORROW MATERIAL 4:1 SLOPE
TIE INTO EXISTING GRADE
OF POND BOTTOM
WATER ELEVATION = 349.5'
SCHEDULED PLANTING
BY SPECIFIED ZONES
REF: TYPICAL PLANTING DETAIL
EXISTING DIKE
OPEN WATER
MODERATE -0.5' to -3.0'
PLANTING ZONE C
DREDGE / BORROW MATERIAL
4:1 SLOPE
WATER ELEVATION = 349.5'
SCHEDULED PLANTING
BY SPECIFIED ZONES
REF: TYPICAL PLANTING DETAIL
4:1 SLOPE
MODERATE -0.5' to -3.0'
SHALLOW +0.5 to -0.5'
PLANTING ZONE B
PLANTING ZONE C
OPEN WATER
DETAIL - LITTORAL SHELF
NOT TO SCALE
DETAIL - BREAKWATER
NOT TO SCALE
TOP ELEVATION 0.5' ABOVE WATER ELEVATION (350')
8'
TIE INTO EXISTING GRADE
OF POND BOTTOM
BORROW AREA10:1 SLOPE 10:1 SLOPE
8:1 SLOPE
ELEVATION = 350.5'
ELEVATION = 350'
ELEVATION = 349'
4' LENGTH VARIES
LENGTH VARIES LENGTH VARIES
16'
8:1 SLOPE8:1 SLOPE
ELEVATION = 349'
8:1 SLOPE
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PLANTING NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING GENERAL SEQUENCE OF PLANTING:
1.A. SET UP STAGING AREAS AND ACCESS ROADS. INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, AND
SILT FENCE OUTLETS (AS REQUIRED). SEE EROSION AND SEDIMENT CONTROL DETAILS FOR ADDITIONAL
INSTRUCTIONS. MARK DESIRED TREES AND SHRUBS WITHIN THE CONSTRUCTION FOOTPRINT TO
PRESERVE.
1.B. SALVAGE DESIRED PLANTS WITHIN THE CONSTRUCTION FOOTPRINT THAT CANNOT BE PRESERVED.
HARVEST TRANSPLANTS, CUTTINGS, PLUGS, AND MATS. SALVAGED PLANTS SHOULD BE IMMEDIATELY
PLANTED OR STORED IN THE SHADE AND PROVIDED ADEQUATE WATER.
1.C. PREPARE PLANTING AREAS AS NEEDED. SEE PLANTING NOTES AND SEEDING NOTES ON THIS SHEET AND
THE BASIS OF DESIGN REPORT FOR ADDITIONAL INSTRUCTIONS.
1.D. PLANT SITE ACCORDING TO THE PLANTING SPECIFICATIONS.
1.E. IN SEEDED AREAS, TO LIMIT EROSION POTENTIAL, THE CONTRACTOR SHALL LIMIT SUB-GRADE AND
FINISH GRADE TO AREAS THAT WILL BE PLANTED IMMEDIATELY. PREPARED AREAS SHALL BE
MOISTENED PRIOR TO SEEDING WHEN THE SOIL IS DRY, BUT CARE SHALL BE TAKEN TO NOT CREATE
MUDDY CONDITIONS.
1.F. COMPLETE ALL FINAL SITE WORK NECESSARY TO COMPLETE THE PROJECT.
2. THE PLANTING STOCK SHALL BE SOURCED FROM NURSERIES WITHIN 200 MILES OF THE PROJECT SITE.
PLANT STOCK MAY BE USED FROM NURSERIES BEYOND THE 200 MILE LIMIT WITH THE APPROVAL OF THE
DESIGNER.
3. THE CONTRACTOR (I.E. PLANTING SUPERVISOR) INSTALLING THE VEGETATION SHALL HAVE ONE OF THE FOLLOWING QUALIFICATIONS / CERTIFICATIONS: CERTIFIED LANDSCAPE TECHNICIAN, CERTIFIED PLANT
PROFESSIONAL, REGISTERED FORESTER, REGISTERED LANDSCAPE CONTRACTOR, OR CERTIFIED
NURSERYMEN.
4. THE CONTRACTOR (I.E. PLANTING SUPERVISOR) WILL BE RESPONSIBLE FOR MANAGING ALL ACTIVITIES INVOLVING PLANT HARVEST, PLANT MAINTENANCE, AND PLANT INSTALLATION, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SITE PREPARATION FOR PLANTING, PLANT HANDLING AND STORAGE, PLANTING
OPERATIONS, QUALITY CONTROL INSPECTIONS, AND MANAGING PLANT COMPETITION.
5. THE CONTRACTOR SHALL PAY CLOSE ATTENTION TO THE STORAGE AND HANDLING OF THE PLANT MATERIAL
DURING CONSTRUCTION TO PREVENT FREEZING OR DRYING OUT OF THE ROOTS.
6. THE PLANTING PERIOD FOR THIS PROJECT SHALL OCCUR BETWEEN NOVEMBER 1 AND JANUARY 15. PLEASE NOTE PLANTING SHALL NOT TAKE PLACE IF ANY OF THE FOLLOWING OCCUR: (1) THE TEMPERATURE IS BELOW 32°F, (2) THE SOIL TO BE EXCAVATED FOR THE PLANT HOLE IS FROZEN, OR (3) THE SOIL TO BE USED
FOR BACKFILLING IS FROZEN.
7. FOR ALL TRANSPLANTED OR POTTED MATERIAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING (I.E. A WARRANTY) AN 80% SURVIVAL RATE AND A 50% SURVIVAL RATE FOR ALL CUTTINGS FOR THE DURATION OF THE FIRST YEAR MONITORING PERIOD. ANY COSTS ASSOCIATED WITH REPLACING PERMANENT PLANTINGS THAT DO NOT SURVIVE THE FIRST YEAR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PLEASE NOTE THE ONE-YEAR MONITORING PERIOD BEGINS UPON ACCEPTANCE OF THE PERMANENT PLANTINGS BY THE OWNER. AT THE END OF THE FIRST YEAR MONITORING PERIOD, AN ON-SITE
INSPECTION WILL BE CONDUCTED BETWEEN THE CONTRACTOR AND OWNER. AT THAT TIME, THE
CONTRACTOR WILL BE DIRECTED ACCORDINGLY ON REPLACEMENT OF ANY NECESSARY PLANTINGS.
8. THE ONE-YEAR WARRANTY SHALL INCLUDE MORTALITY AND POOR GROWTH DEFECTS, BUT SHALL NOT INCLUDE DEFECTS RESULTING FROM ABUSE BY OTHER PARTIES AND ABNORMAL WEATHER CONDITIONS.
PLEASE NOTE THE 80%/50% SURVIVAL RATE IS A MINIMUM STANDARD AND THE CONTRACTOR MAY PROVIDE ADDITIONAL MEASURES THEY DETERMINE WILL BE BENEFICIAL TO PLANT SURVIVABILITY. ANY ADDITIONAL MEASURES WILL BE CONSIDERED PART OF THE 80%/50% SURVIVAL CLAUSE AND WILL NOT CONSTITUTE A CHANGE ORDER. THIS MAY INCLUDE, BUT IS NOT LIMITED TO, SOIL AMENDMENTS, IRRIGATION, AND MULCH.
9. AT THE CONTRACTOR'S DISCRETION, THE PROPAGATION METHOD LISTED FOR EACH PLANT MAY BE ALTERED IF IT IS LIKELY TO IMPROVE SURVIVABILITY. THIS WILL BE SOLELY AT THE CONTRACTOR'S DISCRETION AND WILL THEREFORE NOT BE CONSIDERED A CHANGE ORDER. ALSO, NO CHANGE IN THE
PLANTING DENSITY WILL BE GIVEN.
10. THE CORRECT SPACING OF VEGETATION WITHIN THE PLANTING ZONE SHOULD BE CHECKED BY THE
PLANTING SUPERVISOR ON A REGULAR BASIS.
11. THE PLANTINGS WILL BE INSTALLED AT THE DESIGNATED ELEVATIONS ABOVE WATER SURFACE ELEVATION GENERALLY FOLLOWING THE PLANTING ZONES. PLEASE NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT AN ADEQUATE NUMBER OF PLANTINGS ARE AVAILABLE DURING THE SPECIFIED PLANTING
PERIOD.
12. PRIOR TO PLANTING, A WRITTEN LIST (SIGNED BY THE PLANTING SUPERVISOR) OF THE ACTUAL SPECIES PURCHASED FROM THE NURSERY (AND IN WHAT PERCENTAGES OF THE TOTAL) MUST BE DELIVERED TO THE
DESIGNER FOR REVIEW AND APPROVAL.
13. PLANTING ZONES SHOULD BE DELINEATED BY THE PLANTING SUPERVISOR BASED ON ELEVATION ABOVE
SURFACE WATER PRIOR TO PLANTING.
14. PLANT SPACING SHALL BE BASED ON VEGETATION TABLE ON THIS SHEET.
15. PLANT DISTRIBUTION OF WOODY PLANTS SHALL BE CLUMPED INTO PATCHES OF THE SAME SPECIES. THE
PLANTING CONTRACTOR SHALL RANDOMLY DISTRIBUTE CONTAINERIZED AND TRANSPLANT/CUTTING
PLANTINGS WITHIN THE PLANTING ZONE (IF APPLICABLE).
16. THE ENTIRE ZONE SHALL BE PLANTED AT THE DESIGNATED SPACING. THE CORRECT SPACING OF VEGETATION WITHIN THE PLANTING ZONE SHOULD BE CHECKED BY THE PLANTING SUPERVISOR ON A REGULAR BASIS DURING PLANTING. DOCUMENTATION OF EACH INSPECTION SHALL BE KEPT BY THE SUPERVISOR AND SHALL BE MADE AVAILABLE FOR INSPECTION UPON REQUEST. PLEASE NOTE ANY COSTS ASSOCIATED WITH CHECKING THE PLANT SPACING / DOCUMENTATION ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
17. UPON COMPLETION OF FINAL GRADING, THE PLANTING SUPERVISOR SHALL CONDUCT A SITE ASSESSMENT TO DETERMINE IF THE SOIL IS APPROPRIATELY PREPARED FOR PLANTING. IF ANY PROBLEMS EXIST, THEY
SHALL BE NOTED AND CORRECTED BEFORE PLANTING MAY COMMENCE.
18. PREPARED AREAS SHALL BE MOISTENED PRIOR TO SEEDING WHEN THE SOIL IS DRY, BUT CARE SHALL BE
TAKEN TO NOT CREATE MUDDY CONDITIONS.
19. IF THE PLANTING AREA IS LOCATED ON COMPACTED SOIL, THE SOIL IN THIS AREA SHALL BE LOOSENED TO A
MINIMUM DEPTH OF 1-FOOT.
Jan 27, 2023
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TIMOTHY J. TAYLOR 27709
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WETLAND PLUG AREAS
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ZONE
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ACRES
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ZONE A
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TOTAL
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| Sheets and Views |
| 1 COVER |
| 2 GENERAL NOTES |
| 3 TODD FZ4 OVERVIEW |
| 4 TODD FZ4 PLAN - (1) |
| 5 TODD FZ4 SITE 1 PROFILE |
| 6 AUXILIARY SPILLWAY - (1) |
| 7 TODD FZ4 PLAN - (2) |
| 8 AUXILIARY SPILLWAY - (2) |
| 9 SPILLWAY 2 SECTION |
| 10 DETAIL - WAVE BREAK AND LITTORAL SHELF |
| 2023-01-27T15:12:46-0800 | |
| Agreement certified by Adobe Acrobat Sign |
File details come from the government source that posted it. Updated .