Attachment 2 Design Drawings.pdf

PDF 8 MB Posted May 28, 2024

Attached to: Credille and Chumbley WRE, Graves County, KY
Solicitation number: 12FPC324Q0045
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

About this file

Written by GovTribe AI · May 28, 2024

This document contains design drawings for the Credille and Chumbley Stream Crossings Rehabilitation project in Graves County, Kentucky. The project involves stabilizing two degraded stream crossings totaling approximately 246 linear feet. The design plans include a site plan, longitudinal profiles, cross-sections, and details for rehabilitating the two stream crossings. The work will be performed under Solicitation Number 12FPC324Q0045, issued by the Department of Agriculture Under Secretary for Farm Production and Conservation. The project includes installing erosion control measures, excavating and reconstructing the stream crossings with aggregate, and revegetating disturbed areas. Key details are provided for construction sequencing, erosion control, and planting specifications. The project is intended to restore the degraded stream crossings.

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Other files

File	Type	Posted
Attachment 5 Credille and Chumbley contractor list.pdf	PDF	Jun 21, 2024
Amendment 01 Site Visit Notes Credille and Chumbley WRE 12FPC324Q0045.pdf	PDF	Jun 21, 2024
Attachment 1 Construction and Material Specifications.pdf	PDF	May 28, 2024
Request for Quotes 12FPC324Q0045.pdf	PDF	May 28, 2024
Attachment 3 Credille Chumbley Location Map.pdf	PDF	May 28, 2024
Attachment 4 Wage Determination KY20240048.pdf	PDF	May 28, 2024

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100% DESIGN / FOR CONSTRUCTION

CREDILLE AND CHUMBLEY STREAM CROSSINGS REHABILITATION

100% DESIGN / FOR CONSTRUCTION

GRAVES COUNTY, KENTUCKY

DRAFT

SHEET INDEX

SHEET NO. SHEET TITLE

1 TITLE PAGE

2 SITE PLAN AND GENERAL NOTES

3 STREAM CROSSING 1 REHABILITATION - PROPOSED PLANFORM AND PROFILE

4 STREAM CROSSING 1 DETAIL (1 OF 2)

5 STREAM CROSSING 1 DETAIL (2 OF 2)

6 STREAM CROSSING 2 REHABILITATION - PROPOSED PLANFORM AND PROFILE

7 STREAM CROSSING 2 DETAIL (1 OF 2)

8 STREAM CROSSING 2 DETAIL (2 OF 2)

9 REHABILITATION DETAILS (1 OF 2)

10 REHABILITATION DETAILS (2 OF 2)

11 PLANTING PLAN

12 EROSION PREVENTION AND SEDIMENT CONTROL PLAN

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AutoCAD SHX Text R:\Rescad\Projects\106965 NRCS - Credille and Chumbley\Plan Sheets\TitlePage.dwg 11/30/2023 10:46:01 AM Matthew Graves 11/30/2023 10:46:01 AM Matthew Graves11/30/2023 10:46:01 AM Matthew Graves Matthew GravesMatthew Graves

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STREAM CROSSING 1 REHABILITATION

(SEE SHEETS 3, 4, AND 5)

STREAM CROSSING 2 REHABILITATION

(SEE SHEETS 6, 7, AND 8)

LAT: N36.911183

LONG: W88.553376

ELEVATION = 337.02'

CONTROL POINT 1

LAT: N36.911156

LONG: W88.552916

ELEVATION = 336.45'

CONTROL POINT 2LAT: N36.913170

LONG: W88.551756

ELEVATION = 335.13'

CONTROL POINT 4

LAT: N36.913028

LONG: W88.551499

ELEVATION = 335.61'

CONTROL POINT 3

LAT: N36.913417

LONG: W88.552008

ELEVATION = 335.88'

CONTROL POINT 5

LAT: N36.913543

LONG: W88.551786

ELEVATION = 335.37'

CONTROL POINT 6

ACCESS POINT TO THE SITE OFF

OF THE TERMINUS OF REID LANE

EXISTING ACCESS ROAD

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DRAFTPLANVIEW SHEET NUMBER

STREAM CROSSING 1 REHABILITATION 3, 4, AND 5

STREAM CROSSING 2 REHABILITATION 6, 7, AND 8

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GENERAL NOTES:

1. THE PROPOSED STREAM CROSSINGS REHABILITATION PROJECT WILL INVOLVE STABILIZING THE TWO DEGRADED STREAM CROSSINGS TOTALLING APPROXIMATELY 246 LINEAR FEET IN LENGTH.

2. HORIZONTAL AND VERTICAL CONTROL FOR PROPOSED PLANS ARE BASED ON KENTUCKY STATE PLANE, SOUTH ZONE, NAD83 US FEET. THE NATURAL RESOURCE CONSERVATION SERVICE (NRCS) WILL PROVIDE THE SURVEY DATA AND CONSTRUCTION PLANS IN ELECTRONIC FORMAT TO THE CONTRACTOR PRIOR TO CONSTRUCTION TO BE USED FOR CONSTRUCTION STAKING.

3. THE EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) PLAN (SHEET 12) SHALL BE IMPLEMENTED PRIOR TO ANY LAND DISTURBING ACTIVITY ON THE PROJECT SITE.

4. ACCESS TO THE SITE WILL BE OBTAINED VIA THE EXISTING GRAVEL ACCESS ROAD OFF OF THE TERMINUS OF REID LANE. THE CONTRACTOR SHALL UTILIZE THE EXISTING ACCESS ROADS AND IDENTIFIED PROPOSED STAGING AREAS WITHIN THE PROJECT SITE. ANY PROPOSED MODIFICATIONS FOR ACCESS AND STAGING MUST BE APPROVED BY NRCS. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE HAUL ROUTES AND STAGING AREAS ARE RESTORED AS IDENTIFIED IN CONSTRUCTION PLANS.

5. THE INSTALLATION AND MAINTENANCE OF BMPS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL EROSION CONTROL REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR KNOWING ALL PERTINENT REGULATIONS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING THE TRACKING OF MUD AND SOIL FROM CONSTRUCTION AREAS ONTO THE ADJACENT PUBLIC ROADWAYS. SOILS TRACKED ONTO THE ADJACENT PUBLIC ROADWAY SHALL BE REMOVED DAILY.

THE CONTRACTOR IS ALSO RESPONSIBLE FOR KEEPING DRAINAGE SYSTEMS FREE OF DIRT AND CONSTRUCTION DEBRIS.

7. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MAINTAINED TO PREVENT OIL, FUEL, OR LUBRICATING FLUID FROM LEAKING INTO STREAMS, WETLANDS, DRAINAGE SYSTEMS, OR ON THE GROUND.

8. IT IS THE CONTRACTORS' RESPONSIBILITY TO REPAIR ANY DAMAGED ITEMS THAT OCCUR DURING CONSTRUCTION ACTIVITIES, INCLUDING FENCING, ROADS, SIDEWALKS, ASPHALT TRAILS, CURBS, UTILITIES, ETC. AT NO COST TO NRCS.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING SIDEWALKS DAMAGED BY CONSTRUCTION ACTIVITY. ALL FENCES DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE REPLACED IN KIND WITH LIKE MATERIALS.

10. THE CONTRACTOR SHALL CONTACT THE UTILITY PROTECTION CENTER KENTUCKY 811 (TOLL FREE 1-800-752-6007) A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY ON THIS PROJECT.

11. THE CONTRACTOR WILL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITY SERVICE LINE(S) AT NO COST TO NRCS.

12. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL ENSURE ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED AND ARE PROPERLY DISPLAYED AND/OR MADE READILY AVAILABLE AT THE CONSTRUCTION SITE.

13. THE CONTRACTOR SHALL MARK THE PROPOSED STREAM CROSSING REHABILITATION ACTIVITIES IN THE FIELD FOR APPROVAL BY A NRCS REPRESENTATIVE AND THE ENGINEER PRIOR TO COMMENCING ANY STREAM CROSSING REHABILITATION

CONSTRUCTION ACTIVITIES ON THIS PROJECT.

14. THE CONTRACTOR IS RESPONSIBLE FOR ALL CLEARING AND GRUBBING ACTIVITIES REQUIRED TO IMPLEMENT THE PROPOSED STREAM CROSSING REHABILITATION ACTIVITIES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOT EXCEED THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS AND SHALL MAKE EVERY EFFORT TO CLEAR THE MINIMUM CORRIDOR NEEDED TO CONDUCT THE STREAM CROSSING REHABILITATION ACTIVITIES PER THE PLANS.

15. EXCAVATION AND DISPOSAL OF MATERIALS SHALL BE CONDUCTED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, CODES, AND ENVIRONMENTAL REGULATION. EXCAVATED SOIL MATERIAL WILL EITHER BE UTILIZED TO ACHIEVE FINAL GRADES WITHIN THE SITE OR HAULED OFF-SITE AND PLACED IN AN UPLAND AREA LOCATED OUTSIDE OF A JURISDICTIONAL STREAM, WETLAND, OR POND AND OUTSIDE OF THE FEMA-MAPPED 100-YEAR FLOODPLAIN.

16. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING CONSTRUCTION.

17. CONTRACTOR SHALL INSTALL AND MAINTAIN BARRIERS OR OTHER PROTECTION MEASURES TO PREVENT VEHICULAR AND PEDESTRIAN TRAFFIC FROM ENTERING THE CONSTRUCTION AREAS.

18. THE CONTRACTOR MUST NOTIFY A NRCS REPRESENTATIVE AND THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION OF ANY IN-STREAM STRUCTURES. THE CONTRACTOR SHALL MARK THE LOCATIONS OF ANY PROPOSED STRUCTURES IN THE FIELD FOR APPROVAL BY THE ENGINEER PRIOR TO INITIATING CONSTRUCTION OF THE STRUCTURE. DEPENDING ON SPECIFIC SITE CONDITIONS, SOME MODIFICATIONS TO THE STRUCTURES MAY BE REQUIRED, WHICH MUST BE APPROVED THE

ENGINEER AND NRCS REPRESENTATIVE.

19. AREAS USED FOR CONSTRUCTION STAGING SHALL BE RETURNED TO ORIGINAL CONDITIONS UPON COMPLETION OF CONSTRUCTION ACTIVITIE AND PLANTED WITH THE SPECIFIED SEED MIX IDENTIFIED IN THE PLANTING PLAN (SHEET 11).

20. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED STREAM CROSSING REHABILITATION ACTIVITIES IN ACCORDANCE WITH THE LENGTH, WIDTH, AND HEIGHT DIMENSIONS PROVIDED IN THE STREAM CROSSING REHABILITATION PLANVIEW LONGITUDINAL PROFILE CROSS SECTIONS AND DETAILS SHEETS (SHEETS 3 THROUGH 10). CONSTRUCTED STREAM CROSSING REHABILIATION STRUCTURES MUST BE WITHIN ONE-TENTH OF A FOOT OF THE DESIGNATED ELEVATIONS IN THE PLANS.

21. ONCE THE STREAM CROSSING REHABILITATION ACTIVITIES HAVE BEEN CONSTRUCTED IN A ACCORDANCE WITH THE PLANS, THE DISTURBED GROUND SURFACES WILL BE RESTORED IN ACCORDANCE WITH THE PROPOSED PLANTING PLAN (SHEET 11).

22. THE CONTRACTOR SHALL ONLY PERFORM STREAM CROSSING REHABILITATION ACTIVITIES, INCLUDING ALL GRADING AND PLACEMENT OF STREAM CROSSING STRUCTURES ON A SECTION OF STREAM THAT CAN BE ENTIRELY COMPLETED PRIOR TO THE LIKELIHOOD OF A RAIN OCCURRENCE. CONTRACTOR SHALL NOT EXCEED THREE DAYS BEFORE SEEDING, MULCHING, AND MATTING DISTURBED AREAS ALONG THE STREAM CROSSING REHABILITATION REACHES. SHOULD THE CHANCE OF RAIN BE PRESENT, THE CONTRACTOR WILL SEED, MULCH, AND MAT THE STREAM CROSSING REHABILITATION REACHES MORE FREQUENTLY.

23. WHERE CONSTRUCTION OR LAND DISTURBING ACTIVITIES WILL OR HAVE BEEN TEMPORARILY CEASED ON A PORTION OF THE SITE, TEMPORARY STABILIZATION MEASURES SHALL BE REQUIRED AS SOON AS PRACTICABLE, BUT NO LATER THAN 14 DAYS AFTER ACTIVITIES HAVE CEASED. THE MEASURES SHOULD INCLUDE SEEDING OF ANNUAL COVER AND MULCHING THE DISTURBED AREAS WITH CLEAN STRAW.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF EROSION CONTROL MEASURES ONCE THE PROPOSED CONSTRUCTION AREAS ARE STABILIZED AND SEEDING/MULCHING OF ALL DISTURBED AREAS IS COMPLETED IN ACCORDANCE WITH THE

PLANS.

CONSTRUCTION SEQUENCE:

1. CONTRACTOR SHALL CONDUCT THE STREAM CROSSING REHABILITATION ACTIVITIES IN ACCORDANCE WITH THE PLANS. ANY DEVIATION FROM PLANS MUST BE APPROVED BY A NRCS REPRESENTATIVE.

2. HORIZONTAL AND VERTICAL CONTROL FOR PROPOSED PLANS ARE BASED ON KENTUCKY STATE PLANE, SOUTH ZONE, NAD83 US FEET. NRCS WILL PROVIDE THE SURVEY DATA AND CONSTRUCTION PLANS IN ELECTRONIC FORMAT TO THE CONTRACTOR

PRIOR TO CONSTRUCTION TO BE USED FOR CONSTRUCTION STAKING.

3. IDENTIFY THE PROJECT BOUNDARY, EXISTING TREES TO BE REMOVED (TBR) BY FLAGGING, AND LIMITS OF DISTURBANCE WITH THE ENGINEER AND A NRCS REPRESENTATIVE.

4. ENHANCE EXISTING GRAVEL ENTRANCES TO THE SITE TO MEET THE REQUIREMENTS OF THE STABILIZED CONSTRUCTION ENTRANCE DETAIL (DETAIL 9

10) AND PER THE EPSC PLAN (SHEET 12). CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND GAINING

PROPOSED APPROVALS FOR ESTABLISHING ACCESS TO THE PROJECT SITE FROM THE ADJACENT PUBLIC ROAD. ADDITIONALLY, THE CONTRACTOR SHALL UTILIZE THE EXISTING ACCESS ROAD AND THE IDENTIFIED PROPOSED STAGING AREAS. ANY PROPOSED CHANGES TO THE SITE ACCESS AND STAGING MUST BE APPROVED BY A NRCS REPRESENTATIVE.

5. INSTALL AND MAINTAIN THE EROSION CONTROL MEASURES IN ACCORDANCE WITH THE EPSC PLAN (SHEET 12).

6. ALL STREAM CONSTRUCTION ACTIVITIES SHALL TAKE PLACE IN DRY OR LOW FLOW CONDITIONS. IF WATER IS PRESENT IN THE STREAM REACH UNDER CONSTRUCTION, CONTRACTOR SHALL UTILIZE PUMP AROUND (DETAIL 39) OPERATIONS IN CONJUNCTION WITH AN APPROVED SEDIMENT TRAPPING DEVICE SUCH AS A FILTER BAG (DETAIL 59) OR OTHER NRCS APPROVED SEDIMENT TRAPPING DEVICE.

7. STREAM CROSSING REHABILIATION ACTIVITIES WILL INVOLVE EXCAVATING THE EXISTING STREAM CROSSING IN ACCORDANCE WITH THE PLANFORM, LONGITUDINAL PROFILE, CROSS SECTIONS AND DETAIL SHEETS (SHEETS 3 THROUGH 10). ONCE THE STREAM CROSSING IS EXCAVATED TO THE DESIRED DEPTHS AND WIDTH, THE CONTRACTOR SHALL PLACE NON-WOVEN GEOTEXTILE FABRIC WITH THE UPSTREAM FILTER FABRIC OVERLAPPING THE UPSTREAM PORTION OF THE DOWNSTREAM FILTER FABRIC. A MINIMUM 15-FOOT WIDE BY 12-INCH THICK KYTC CLASS II CHANNEL LINING BASE ROCK MATERIAL SHALL BE PLACED. THE CONTRACTOR SHALL THEN PLACE A 2-INCH THICK WEARING SURFACE OF DENSE GRADED AGGREGATE (DGA) MATERIAL ON TOP OF THE KYTC CLASS II CHANNEL LINING. CONTRACTOR SHALL THEN GRADE OUTSIDE THE STREAM CROSSING LIMITS AT NO GREATER THAN A 3H:1V SLOPE TO TIE-INTO THE EXISTING GRADE. SOIL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12-INCHES AND THEN COMPACTED WITH AN EXCAVATOR OR A DOZER TO 85% TO 90% STANDARD PROCTOR DENSITY. CARE SHOULD BE TAKEN TO NOT OVER COMPACT THE SOILS, WHICH MAY PROHIBIT NATIVE VEGETATION GROWTH. DURING GRADING CONTRACTOR SHALL MAINTAIN WELL DRAINED EMBANKMENTS AND EXCAVATIONS TO PREVENT PONDING AND SOFTENING OF SOILS.

8. STREAM CROSSING REHABILIATION SHALL BE LAID OUT AND CONSTRUCTED IN ACCORDANCE WITH THE PLANFORM, LONGITUDINAL PROFILE, CROSS SECTIONS, AND DETAILS SHOWN IN THE PLANS (SHEET 3 THROUGH 10). CONSTRUCTED STREAM CROSSINGS MUST BE WITHIN ONE-TENTH OF A FOOT OF THE DESIGNATED DESIGN ELEVATIONS.

9. SEED AND STRAW MULCH ALL DISTURBED AREAS AND MAT STREAMBANKS AFTER COMPLETION OF THE STREAM CROSSING REHABILITATIONS PER THE PLANTING PLAN (SHEET 11). THE CONTRACTOR SHALL ONLY PERFORM STREAM CROSSING REHABILIATION ACTIVITIES ON A SECTION OF STREAM THAT CAN BE ENTIRELY COMPLETED PRIOR TO THE LIKELIHOOD OF RAIN OCCURRENCE. CONTRACTOR SHALL NOT EXCEED THREE DAYS BEFORE SEEDING, STRAW MULCHING AND MATTING DISTURBED AREAS ALONG THE STREAM CROSSING REHABILIATION REACHES. SHOULD THE CHANCE OF RAIN BE PRESENT, THE CONTRACTOR WILL SEED, STRAW MULCH, AND MAT MORE FREQUENTLY.

10. REMOVE ALL WASTE GENERATED AND MATERIALS NOT UTILIZED FOR THE REHABILITATION ACTIVITIES FROM THE PROJECT SITE. RESTORE ALL STAGING, STOCKPILES, AND HAUL ROADS TO THEIR ORIGINAL APPEARANCES OR BETTER. SEED AND MULCH

ALL DISTURBED AREAS IN ACCORDANCE WITH THE PROPOSED PLANTING PLAN (SHEET 11).

LEGEND

APPROXIMATE PROJECT BOUNDARY

PROPOSED STREAM CROSSING

EXISTING ACCESS ROAD CENTERLINE

EXISTING ACCESS ROAD EDGE

EXISTING STREAM THALWEG

EXISTING STREAMBANKS

PROPOSED ONE-FOOT CONTOURS

EXISTING ONE-FOOT CONTOURS

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LAT: N36.913417

LONG: W88.552008

ELEVATION = 335.88'

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LAT: N36.913543

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ELEVATION = 335.38'

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PROPOSED STREAM CROSSING 1

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NOTES:

1. THIS DRAWING HAS BEEN PREPARED IN PART BY UTILIZING INFORMATION PROVIDED BY

OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS

OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION

PROVIDED BY OTHERS.

2. THE INFORMATION SHOWN ON THIS DRAWING CONCERNING TYPE AND LOCATION OF

UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.

CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL

EXISTING UTILITIES IN THE PROJECT AREA. KENTUCKY 811 CALL CENTER MUST BE

CONTACTED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO ANY EXCAVATION FOR

VERIFICATION OF LOCATION, SIZE AND MATERIAL OF UNDERGROUND UTILITIES. CALL

811 OR 1-800-752-6007.

SOURCE: TOPOGRAPHIC BASEMAP SURVEYED BY RES SPECIALISTS ON OCTOBER 25, 2022

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EXISTING SURFACE ALONG ACCESS ROAD CENTERLINE

PROPOSED ACCESS ROAD CENTERLINE ELEVATION

STREAM CROSSING 1 REHABILITATION

SCALE: HORIZONTAL 1" = 20'

VERTICAL 1" = 4'

SCALE: HORIZONTAL 1" = 10'

VERTICAL 1" = 2'

SCALE: HORIZONTAL 1" = 10'

VERTICAL 1" = 2'

SCALE: HORIZONTAL 1" = 10'

VERTICAL 1" = 2'

CROSS SECTIONS ARE VIEWED LOOKING

UPSTATION

SCALE IN FEET

10 5 10

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CONTROL POINT 5: 335.88' AND CONTROL POINT 6: 335.38'

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48.0

13.0 30.4 13.0

50.9

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332.9 11 11

11 11

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O N

(F E

E T)

O N

(F E

E T)

OFFSET (FEET)

STREAM CROSSING 2 - PROPOSED CROSS SECTION 6-1 AT STATION 0+21.9

0 5 10 150-5-10-15

100:1100:1

3:1

EXISTING SURFACE

PROPOSED SURFACE

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OFFSET (FEET)

STREAM CROSSING 2 - PROPOSED CROSS SECTION 6-2 AT STATION 0+50.0

0 5 10 150-5-10-15

52:1 52:1Horizontal

95:1

EXISTING SURFACE

PROPOSED SURFACE

O N

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O N

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OFFSET (FEET)

STREAM CROSSING 2 - PROPOSED CROSS SECTION 6-3 AT STATION 0+81.8

0 5 10 150-5-10-15

100:1100:1

3:1

EXISTING SURFACE

PROPOSED SURFACE

LAT: N36.913170

LONG: W88.551756

ELEVATION = 335.14'

CONTROL POINT 4

33533

0+ 25 0+

50 0+

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PROPOSED STREAM CROSSING 2

LAT: N36.913028

LONG: W88.551499

ELEVATION = 335.61'

CONTROL POINT 3

O N

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STATION

STREAM CROSSING 2 - PROPOSED LONGITUDINAL PROFILE

0+00 0+50 0+91

47:1

67:1 21:1

47:1 21:1 17:1

205:1

LEGEND

APPROXIMATE PROJECT BOUNDARY

PROPOSED STREAM CROSSING REHABILITATION

EXISTING ACCESS ROAD CENTERLINE

EXISTING ACCESS ROAD EDGE

EXISTING STREAM THALWEG

EXISTING STREAMBANKS

PROPOSED ONE-FOOT CONTOURS

EXISTING ONE-FOOT CONTOURS

EXISTING SURVEY PIN

SCALE IN FEET

201020

STREAM CROSSING 2 REHABILITATION

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NOTES:

1. THIS DRAWING HAS BEEN PREPARED IN PART BY UTILIZING INFORMATION PROVIDED BY

OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS

OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION

PROVIDED BY OTHERS.

2. THE INFORMATION SHOWN ON THIS DRAWING CONCERNING TYPE AND LOCATION OF

UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.

CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL

EXISTING UTILITIES IN THE PROJECT AREA. KENTUCKY 811 CALL CENTER MUST BE

CONTACTED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO ANY EXCAVATION FOR

VERIFICATION OF LOCATION, SIZE AND MATERIAL OF UNDERGROUND UTILITIES. CALL

811 OR 1-800-752-6007.

SOURCE: TOPOGRAPHIC BASEMAP SURVEYED BY RES SPECIALISTS ON OCTOBER 25, 2022

DRAFT

SCALE: HORIZONTAL 1" = 20'

VERTICAL 1" = 4'

EXISTING SURFACE ALONG ACCESS ROAD CENTERLINE

PROPOSED ACCESS ROAD CENTERLINE ELEVATION

CROSS SECTIONS ARE VIEWED LOOKING

UPSTATION

SCALE: HORIZONTAL 1" = 10'

VERTICAL 1" = 2'

SCALE: HORIZONTAL 1" = 10'

VERTICAL 1" = 2'

SCALE: HORIZONTAL 1" = 10'

VERTICAL 1" = 2'

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36.915360N 88.549877W

CONTROL POINT 3 - LAT: 36.913028N, LONG: 88.551499W

CONTROL POINT 4 - LAT: 36.913170N, LONG: 88.551756W

CONTROL POINT 3: 335.61' AND CONTROL POINT 4: 335.14'

30 NET CUT

1,365

1,750

0.05

20.10

1.96

0.70

1.40

6 & 8

LAT: N36.913170

LONG: W88.551756

ELEVATION = 335.14'

CONTROL POINT 4

LAT: N36.913028

LONG: W88.551499

ELEVATION = 335.61'

CONTROL POINT 3

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GRAVES

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28.5

10.2 20.8 10.2

21.3

3.4 3.4

333.2 21 21

21 21

15 15

333.9 334.7

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2 (MAX)

SURFACE ROUGHENING

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DRAFT

EROSION CONTROL MAT - STREAM CHANNEL

ANCHOR

STREAM BED

START END

DETAIL 1

JUNCTION SLOT

DETAIL 2

ANCHOR SLOT

DETAIL 3

LAP JOINT

DETAIL 4

TERMINAL END

DETAIL 5

STAKE DETAIL

TAMP SOIL FIRMLY

12"

TAMP SOIL FIRMLY

6" 12"

3/4"

7/8" 5-7/8"

5-1/8"

1/4"

12"

3/4" 1"

NOTES FOR EROSION CONTROL MAT INSTALLATION ALONG STREAM CHANNELS:

1. ROLANKA BIOD-MAT 70 EROSION CONTROL MAT OR APPROVED EQUIVALENT SHALL BE USED FOR INSTALLATION ALONG STREAMBANKS.

2. CONTRACTOR MUST FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS.

3. PREPARE SOIL AREA BEFORE INSTALLING EROSION CONTROL MAT BY LOOSENING THE TOP 2-3" OF SOIL AND APPLYING LIME, FERTILIZER AND SEED AS SPECIFIED IN THE PLANTING PLAN (SHEET 11).

4. THE APPROVED SEED MIXTURE SHALL BE BROADCAST EVENLY OVER THE DISTURBED AREAS AT THE RATES SPECIFIED IN THE PLANTING PLAN ON SHEET 11. STRAW SHALL BE APPLIED AT A RATE OF TWO TONS PER ACRE OVER ALL

DISTURBED AREAS FROM THE TOE OF SLOPE INSIDE OF THE STREAM CHANNEL TO THE EXTENTS OF THE GROUND DISTURBANCE.

5. THE EROSION CONTROL MATTING SHALL BE PLACED FROM THE TOE OF SLOPE WITHIN THE CHANNEL TO A MINIMUM OF FIVE FEET BEYOND THE BANKFULL ELEVATION OF THE CHANNEL. ANCHORS SHALL BE 12" WOODEN STAKES AS

SPECIFIED IN STAKE DETAIL ABOVE OR APPROVED EQUIVALENT. STARTING AT THE UPSTREAM END OF THE CHANNEL, ANCHOR THE EROSION CONTROL MAT IN A 6" WIDE X 6" DEEP TRENCH WITH APPROXIMATELY 12" OF EROSION CONTROL MAT EXTENDING BEYOND THE UPSLOPE PORTION OF THE TRENCH. ANCHOR THE EROSION CONTROL MAT WITH STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH, AND THEN BACKFILL AND COMPACT SOIL IN THE TRENCH. APPLY LIME, FERTILIZER, AND SEED AS SPECIFIED IN THE PLANTING PLAN TO THE BACKFILLED SOIL AND THEN FOLD THE REMAINING 12" OF EROSION CONTROL MAT OVER THE BACKFILLED SOIL AND SECURE WITH A ROW OF

STAKES APPROXIMATELY 12" APART (DETAIL 1).

6. ROLL THE EROSION CONTROL MAT OUT ALONG THE CHANNEL BANKS IN THE DIRECTION OF FLOW. UNROLL THE EROSION CONTROL MAT WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. THE EROSION CONTROL MAT SHALL BE SECURED TO THE SOIL SURFACE BY PLACING ONE ROW OF ANCHORS AT 18" INTERVALS. THE MIDDLE OF THE MATS SHOULD BE ANCHORED EVERY 18". PLACE ANCHORS IN A STAGGERED PATTERN. LAY MATS LOOSELY ON THE GROUND, ALLOWING A GOOD CONTACT BETWEEN THE SOIL AND THE MAT.

7. THE FULL LENGTH EDGE OF THE EROSION CONTROL MAT AT THE TOES OF THE SLOPE SHALL BE SECURED WITH A ROW OF STAKES SPACED APPROXIMATELY 12" APART.

8. CONSECUTIVE EROSION CONTROL MATS SHALL BE OVERLAPPED 8" WITH THE UPSTREAM MAT ON THE TOP AND SHALL BE ANCHORED WITH TWO ROWS OF STAKES SPACED APPROXIMATELY 12" APART IN A STAGGERED PATTERN. ROWS

SHALL BE SPACED 6" APART (DETAIL 2).

9. THE FULL LENGTH EDGE OF THE EROSION CONTROL MAT ABOVE THE BANKFULL ELEVATION SHALL BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH (DETAIL 3).

10. ADJACENT EROSION CONTROL MATS SHALL OVERLAP APPROXIMATELY 2" - 5" AND SECURED WITH A ROW OF STAKES SPACED APPROXIMATELY 12" APART (DETAIL 4).

11. THE TERMINAL END OF THE EROSION CONTROL MAT SHALL BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH AND SECURED WITH A ROW OF STAPLES SPACED APPROXIMATELY 12" APART. THE TRENCH SHALL THEN BE BACKFILLED WITH SOIL

AND COMPACTED (DETAIL 5).

O F

STREAM CHANNEL

DETAIL

2"-5"

5' MIN

TOP OF BANK/BANKFULL

ELEVATION

`TRACKING' WITH MACHINERY UP AND

DOWN THE SLOPE PROVIDES

GROOVES THAT WILL CATCH SEED,

RAINFALL AND REDUCE RUNOFF.

SLOPE

DOZER TRACKS CREATING

GROOVES PERPENDICULAR

TO SLOPE

NOTE:

PUMP AROUND DETAIL

APPROVED

SILT TRAPPING

METHOD

CROSS SECTION NTS

PUMP AROUND METHOD

PLANVIEW NTS

FLOW

WORK AREA

NOTES:

1. CHECK DAMS SHALL BE CONSTRUCTED WITH SANDBAGS AND PLASTIC LINER AS SHOWN IN DETAIL ADJACENT. A WATER-INFLATABLE STRUCTURE MAY BE

SUBSTITUTED FOR THE SAND BAGS AND PLASTIC LINER IF APPROVED BY THE ENGINEER.

2. PRIOR TO ANY EXCAVATION IN THE STREAM CHANNEL, CHECK DAMS SHALL BE INSTALLED ACROSS THE STREAM AT BOTH THE UPSTREAM AND

DOWNSTREAM EXTENTS OF THE SECTION OF STREAM BEING RESTORED.

3. CHECK DAMS SHALL ONLY BE INSTALLED DURING LOW FLOW CONDITIONS.

4. PUMP STREAM FLOW AROUND THE WORK AREA AS SHOWN IN THE DETAIL ABOVE. PUMPING MUST MAINTAIN A MINIMUM OF 1-FOOT FREEBOARD ON THE CHECK DAMS. STABILIZE THE DISCHARGE END OF THE PUMP AROUND SYSTEM TO PREVENT SCOUR OF THE STREAM CHANNEL.

5. PUMP WATER FROM THE WORK AREA LOCATED BETWEEN THE CHECK DAMS TO A FILTER BAG, VEGETATED FILTER STRIP, OR OTHER APPROVED SILT

TRAPPING METHOD.

6. PROCEED WITH CONSTRUCTION OF STREAM RESTORATION REACHES.

7. ONCE STREAM CROSSING REHABILITATION ACTIVITIES IN THAT SECTION ARE COMPLETE, STABILIZE THE DISTURBED STREAMBANKS OUTSIDE THE CROSSING AREA WITH SEED, CLEAN STRAW MULCH, AND THE SPECIFIED EROSION CONTROL MAT PRIOR TO REINTRODUCING STREAM FLOWS INTO COMPLETED WORK

AREA.

8. PUMP WATER FROM THE STREAM INTO THE STABILIZED WORK AREA TO EQUALIZE WATER LEVELS PRIOR TO REMOVING CHECK DAMS.

9. CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED SO THAT THE STREAM WORK CAN BE COMPLETED AND STABILIZED WITHIN ONE WORK DAY. PUMP AROUND ACTIVITIES MUST BE MAINTAINED CONTINUOUSLY WHILE CHECK DAMS ARE INSTALLED IN STREAM CHANNEL.

PUMP AROUND METHOD

FLEXIBLE HOSE

FLOW

6-MIL PLASTIC

STREAMBED

CHECK DAM

(SANDBAGS)

SCOUR PROTECTION

STREAMBANK

CHECK DAM

FILTER BAG DETAIL

FILTER BAG

MULCH, LEAF/WOOD COMPOST,

WOODCHIPS, SAND, OR KYTC NO. 57 STONE

STRAP

PUMP DISCHARGE HOSE

FILTER BAG

12 IN MIN.

NOTES:

1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE.

2. PLACE FILTER BAG ON SUITABLE BASE MATERIAL (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR KYTC NO.57 STONE) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA. EXTEND

BASE MATERIAL A MINIMUM OF 12 INCHES FROM EDGES OF BAG.

3. INSTALL SILT FENCE PER DETAIL 7

10 AROUND THE FILTER BAGS SO THE FILTER BAG IS FULLY ENCIRCLED WITH SILT FENCE.

4. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE.

5. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THE SURFACE AREA

BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE.

6. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TO ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM A NONWOVEN GEOTEXTILE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL VALUES (MARV) FOR THE FOLLOWING:

GRAB TENSILE 250 LB ASTM D-4632

PUNCTURE 150 LB ASTM D-4833

FLOW RATE 70 GAL/MIN/FT² ASTM D-4491

PERMITTIVITY (SEC-1) 1.2 SEC-1 ASTM D-4491

UV RESISTANCE 70% STRENGTH @ 500 HOURS ASTM D-4355

APPARENT OPENING SIZE (AOS) 0.15-0.18 MM ASTM D-4751

SEAM STRENGTH 90% ASTM D-4632

7. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED.

PLAN VIEW

FILTER BAG

NTS

PROFILE VIEW

NTS

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SLOPE 5% MAX.

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8 IN MIN.

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FILTER BAG

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FLOW

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STRAP

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FLEXIBLE HOSE

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FLOW

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100% DESIGN / FOR CONSTRUCTION

DRAFT

12"

NOTES:

1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S),

INCLUDING ANY NECESSARY APPLICATION OF SEED MIX. BIONET SC150BN OR

APPROVED EQUIVALENT SHALL BE USED. NOTE: WHEN USING CELL-O-SEED DO NOT

SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6"

(15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30CM) OF RECP'S EXTENDED

BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW

OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE

TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO

COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER

SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW

OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH

OF THE RECP'S.

3. ROLL THE RECP'S DOWN THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE

AGAINST THE SOIL SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL

SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN

THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES/STAKES

SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO

THE APPROPRIATE STAPLE PATTERN.

4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM

- 12.5 CM) OVERLAP DEPENDING ON RECP'S TYPE.

5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END

(SHINGLE STYLE) WITH AN APPROXIMATE 4" (10 CM) OVERLAP. STAPLE THROUGH

OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP'S

WIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS

GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S.

6. SHALL BE USED ON ALL SLOPES 3H:1V AND STEEPER.

SOURCE: ORIGINAL PLAN DETAIL PROVIDED BY NORTH AMERICAN GREEN EROSION

CONTROL PRODUCTS

EROSION CONTROL BLANKET - STEEP SLOPES

2"-5"

SILT FENCE

1. TEMPORARY SILT FENCE SHALL BE INSTALLED, AS NEEDED, PRIOR TO ANY GRADING WORK IN THE PROPOSED CONSTRUCTION AREAS. THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED ONCE THE CONSTRUCTION AREAS ARE STABILIZED. SILT FENCE SHOULD BE INSTALLED ALONG THE CONTOURS (UNIFORM ELEVATION) AND PERPENDICULAR TO DIRECTION OF FLOW WITH ENDS OF SILT FENCE TURNED UPSLOPE AS SHOWN IN DETAIL ABOVE.

2. A FLAT BOTTOMED TRENCH APPROXIMATELY 4 TO 6-INCHES WIDE AND 6 TO 8-INCHES DEEP, OR A V-SHAPED TRENCH 6 TO 8-INCHES DEEP SHOULD BE EXCAVATED. ON THE DOWNSLOPE SIDE OF THE TRENCH, DRIVE THE 2-INCH BY 2-INCH WOOD POSTS A MINIMUM OF 18-INCHES INTO THE GROUND SPACING THEM NO MORE THAN 5-FEET

APART.

3. POSTS SHOULD BE INSTALLED WITH 1 TO 2-INCHES OF THE POST PROTRUDING ABOVE THE FILTER FABRIC WITH THE HEIGHT OF THE FILTER FABRIC RANGING FROM 18 TO

24-INCHES ABOVE GRADE.

4. FILTER FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO LENGTH NEEDED TO MINIMIZE USE OF JOINTS. IF JOINTS ARE REQUIRED, FILTER FABRIC SHOULD BE WRAPPED TOGETHER ONLY AT SUPPORT POST WITH BOTH ENDS SECURELY FASTENED TO THE POST, WITH A MINIMUM OF 6-INCH OVERLAP.

5. EXTRA STRENGTH FILTER FABRIC (50 POUNDS/LINEAR INCH MINIMUM TENSILE STRENGTH) SHOULD BE USED. A 2-INCH WIDE LATHE SHALL BE STAPLED OVER THE FILTER FABRIC TO SECURE IT TO THE UPSLOPE SIDE OF THE POSTS. STAPLES USED TO SECURE LATH AND FILTER FABRIC TO THE POST SHOULD BE 1.5-INCH HEAVY DUTY WIRE

STAPLES SPACED A MAXIMUM OF 8-INCHES APART.

6. PLACE THE BOTTOM 12-INCHES OF FILTER FABRIC IN THE 6 TO 8-INCH DEEP TRENCH, EXTENDING THE REMAINING 4 TO 6-INCHES OF FILTER FABRIC TOWARDS THE

UP-SLOPE SIDE OF THE TRENCH. THEN BACKFILL THE TRENCH WITH SOIL AND COMPACT.

NOTES:

MIN

4-6"

COMPACTED BACKFILL

UNDISTURBED GROUND LINEDIRECTION OF FLOW

MIN

6-8"

FILTER FABRIC

(TYP)

18" MIN

(TYP)

18"-24"

5' MAX

FILTER FABRIC

POSTS

2" WIDE LATHE

ATTACH LATHE WITH 1-1/2" STAPLES

HARDWOOD

2"x2"

END TURNED UPHILL

SILT FENCE

IREC

TIO

F FLO

CONTOURS

SILT FENCE

CONTOURS

DISTURBED AREA

SILT FENCE

DIRECTIO

N O

F FLO

LAYOUT

SILT FENCE

SIDEVIEW

SILT FENCE

FRONT VIEW

LAYOUT - INSTALLED ALONG SLOPE NTS

NTS

NTS NTS

14' to 24'

1. REMOVE ALL VEGETATION AND ANY OBJECTIONABLE MATERIAL FROM THE

FOUNDATION AREA.

2. INSTALL A GEOTEXTILE FABRIC, PRIOR TO PLACING ANY STONE.

3. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN NEEDED TO PROVIDE

POSITIVE DRAINAGE.

4. THE ENTRANCE SHALL CONSIST OF KYTC NO. 3 AGGREGATE WITH A MINIMUM

THICKNESS OF 6-INCHES.

5. MINIMUM WIDTH IS 14-FEET FOR ONE-WAY TRAFFIC AND 24-FEET FOR TWO-WAY

TRAFFIC. MINIMUM LENGTH IS 50-FEET.

6. ROADWAY SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE

EXTENT POSSIBLE.

NOTES:

STABILIZED CONSTRUCTION ENTRANCE

INSTALL A CULVERT PIPE ACROSS

THE ENTRANCE WHEN NEEDED TO

PROVIDE POSITIVE DRAINAGE.

50' MIN.

UNDERLINING GEOTEXTILE FABRIC

MIN.

EXISTING ROAD

STABILIZED CONSTRUCTION ENTRANCE

PLAN VIEW

NTS

COARSE AGGREGATE

KYTC NO. 3

6" MINIMUM DEPTH

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0+25

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1+75

LAT: N36.913417

LONG: W88.552008

ELEVATION = 335.88'

CONTROL POINT 5

LAT: N36.913543

LONG: W88.551786

ELEVATION = 335.38'

CONTROL POINT 6

FLOW

BEAR CREEK

O N

-1

C R

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-3

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LONG: W88.551756

ELEVATION = 335.14'

CONTROL POINT 4

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LONG: W88.551499

ELEVATION = 335.61'

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DRAFT

STREAM MITIGATION PLANTING NOTES:

1. THE PROPOSED RIPARIAN RESTORATION ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROVIDED PLANS AND SPECIFICATIONS

AND THE STREAMBANK PLANTING DETAIL 10

11.

2. ONCE REACHING FINAL GRADES ALONG REHABILITATED STREAM CROSSINGS AND ADJACENT RIPARIAN AREAS, LOOSEN THE TOP LAYER OF SOIL

FOR SEEDBED PREPARATION.

3. SEED ALL DISTURBED GROUND SURFACES FROM THE TOE OF SLOPE IN THE CHANNEL TO EXTENT OF SITE DISTURBANCES ACCORDING TO TABLE 1

ON THIS SHEET AT A RATE OF 50 POUNDS PER ACRE.

4. AFTER SEEDING IS COMPLETE, COVER DISTURBED GROUND SURFACES WITH CLEAN STRAW MULCH AT A RATE OF TWO TONS PER ACRE, AND

ANCHOR THE STRAW MULCH WITH AN APPROPRIATE ANCHORING METHOD.

5. INSTALL THE SPECIFIED STREAM CHANNEL EROSION CONTROL MAT (BIOD-MAT 70 OR APPROVED EQUIVALENT) FROM THE TOE OF SLOPE INSIDE THE STREAM CHANNEL TO A MINIMUM OF FIVE FEET BEYOND THE TOP OF BANK IN ACCORDANCE WITH THE PLANS AND DETAIL 69.

STREAMBANK PLANTING DETAIL

NOT TO SCALE

BANKFULL WIDTH

VARIES

RIPARIAN PLANTING ZONE:

NATIVE GRASSES FROM TABLE 1 WILL BE SOWN ON CHANNEL SIDESLOPES AND ADJACENT DISTURBED AREAS AT A RATE OF 40 POUNDS PER ACRE.

EROSION CONTROL MATTING

INSTALLATION AREA

BANKFULL FLOW

EROSION CONTROL MATTING

INSTALLATION AREA

RIPARIAN

PLANTING ZONE

SCALE IN FEET

STREAM CROSSING 1 STREAM CROSSING 2

201020201020

LEGEND

APPROXIMATE PROJECT BOUNDARY

PROPOSED STREAM CROSSING

EXISTING ACCESS ROAD CENTERLINE

EXISTING ACCESS ROAD EDGE

EXISTING STREAM THALWEG

EXISTING STREAMBANKS

PROPOSED ONE-FOOT CONTOURS

EXISTING ONE-FOOT CONTOURS

EXISTING SURVEY PIN

PROPOSED RIPARIAN PLANTING ZONE (TABLE 1)

NOTES:

1. THIS DRAWING HAS BEEN PREPARED IN PART BY UTILIZING INFORMATION PROVIDED BY

OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS

OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR

OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION

PROVIDED BY OTHERS.

2. THE INFORMATION SHOWN ON THIS DRAWING CONCERNING TYPE AND LOCATION OF

UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.

CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL

EXISTING UTILITIES IN THE PROJECT AREA. KENTUCKY 811 CALL CENTER MUST BE

CONTACTED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO ANY EXCAVATION FOR

VERIFICATION OF LOCATION, SIZE AND MATERIAL OF UNDERGROUND UTILITIES. CALL

811 OR 1-800-752-6007.

SOURCE: TOPOGRAPHIC BASEMAP SURVEYED BY RES SPECIALISTS ON OCTOBER 25, 2022

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BCR

AutoCAD SHX Text 11/01/23

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BCR

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BMA/MSG

AutoCAD SHX Text 11/17/23

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DRAWING NO:

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REVISION

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NO.

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DATE

AutoCAD SHX Text PLANS PREPARED and SUBMITTED BY:

AutoCAD SHX Text Professional Seal

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DRAWN BY:

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FILE NAME:

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PLOT DATE:

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RECORD DWGS:

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CHECKED BY:

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SHEET

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CONTRACT NO.

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ECTIO

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SILT FENCE 2

LAT: N36.913170

LONG: W88.551756

ELEVATION = 335.14'

CONTROL POINT 4

LAT: N36.913028

LONG: W88.551499

ELEVATION = 335.61'

CONTROL POINT 3

LAT: N36.913417

LONG: W88.552008

ELEVATION = 335.88'

CONTROL POINT 5

LAT: N36.913543

LONG: W88.551786

ELEVATION = 335.38'

CONTROL POINT 6

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PROPOSED STREAM CROSSING

EXISTING ACCESS ROAD CENTERLINE

EXISTING ACCESS ROAD EDGE

EXISTING STREAM THALWEG

EXISTING STREAMBANKS

PROPOSED ONE-FOOT CONTOURS

EXISTING ONE-FOOT CONTOURS

EXISTING SURVEY PIN

PROPOSED SILT FENCE

EPSC PLAN GENERAL NOTES: EPSC PLAN PHASING:

ALL EPSC BMPS SHALL BE INSTALLED, INSPECTED, AND MAINTAINED PER THE PLAN. THE EPSC INSTALLATION PHASING IS AS FOLLOWS:

1. THE GRAVEL ACCESS ROAD ENTRANCE TO THE SITE WILL BE ENGANCED TO MEET THE REQUIREMENTS OF THE STABILIZED CONSTRUCTION ENTRANCE (DETAIL 9

10) AND SHALL BE

INSTALLED, INSPECTED, AND MAINTAINED IN ACCORDANCE WITH STANDARD DRAWING 9

10 AND SPECIFICATIONS. ANY DIRT OR MUD TRACKED ON TO PUBLIC ROADWAYS ADJACENT TO THE

PROJECT SITE SHALL BE CLEANED UP DAILY.

2. PRIOR TO ANY LAND-DISTURBING ACTIVITIES, SILT FENCING SHALL BE INSTALLED, INSPECTED, AND MAINTAINED PER THE PLAN AND DETAIL 7 10.

3. ANY TEMPORARY SOIL STOCKPILES CREATED AS PART OF THE CONSTRUCTION PROJECT SHALL BE PROPERLY PROTECTED AGAINST SOIL EROSION BY SILT FENCING, TEMPORARY SEED, AND MULCH PER THE PLAN.

4. THE CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED TO MINIMIZE THE EXTENT OF DISTURBED SOILS EXPOSED AT ANY ONE TIME AND THE LENGTH OF SOIL EXPOSURE. THE CONTRACTOR SHALL ONLY PERFORM STREAM CROSSING REHABILITATION ACTIVITIES, INCLUDING ALL IN-STREAM GRADING, BANK STABILIZATION, AND IN-STREAM STRUCTURES ON A SECTION OF STREAM THAT CAN BE COMPLETED PRIOR TO THE LIKLIHOOD OF A RAIN OCCURRENCE. CONTRACTOR SHOULD NOT EXCEED THREE DAYS BEFORE SEEDING, STRAW MULCHING, AND MATTING DISTURBED AREAS ALONG THE STREAM CROSSING REHABILITATION REACHES. SHOULD THERE BE A CHANCE OF RAIN PRESENT, THE CONTRACOTR SHALL SEED, STRAW MULCH, AND MAT MORE FREQUENTLY.

5. THE CONTRACTOR SHALL NOT CONDUCT ANY STREAM CONSTRUCTION ACTIVITIES IN FLOWING WATER. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN FLOW DIVERSION INCLUDING A PUMP AROUND SYSTEM AS SHOWN IN DETAIL 39. ANY COLLECTED SEDIMENT-LADEN WATER SHALL BE PUMPED THROUGH A SEDIMENT FILTERING DEVICE SUCH AS A FILTER BAG PROVIDED

AS DETAIL 59.

6. ALL DISTURBED SOILS WILL BE GRADED AND STABILIZED AS SOON AS POSSIBLE. PERMANENT STABILIZATION WILL OCCUR WITHIN 14 DAYS OF REACHING FINAL GRADE PER THE PLANTING PLAN (SHEET 11). WHERE CONSTRUCTION OR LAND-DISTURBING ACTIVITY WILL OR HAS TEMPORARILY CEASED ON ANY PORTION OF THE SITE, TEMPORARY SITE STABILIZATION MEASURES SHALL BE REQUIRED AS SOON AS PRACTICAL, BUT NO LATER THAN 14 CALENDAR DAYS AFTER THE ACTIVITY HAS CEASED PER THE PLAN.

7. THROUGHOUT THE CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PRACTICES NOT SHOWN ON THESE PLANS AS NECESSARY TO CONTROL

SEDIMENT.

GENERAL EROSION PREVENTION AND SEDIMENT CONTROL NOTES:

A. THE EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) PLAN SHALL BE IMPLEMENTED PRIOR…

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