Plans - KY ERFO COE 2019-1(1).pdf
PDF 12 MB Posted
- Attached to
- Lake Cumberland Kendall Recreation Area
- Solicitation number
- 693C73-22-B-000009
About this file
This solicitation is for a construction project at Lake Cumberland Kendall Recreation Area in Russell County, Kentucky. The project consists of repairs to the day use parking, boat launch ramp, and campground loop road, including roadway excavation, gabion-faced soil nails, aggregate base, asphalt pavement milling and overlay, curb, gutter, guardrail installation, and drainage improvements. The project will be split into multiple schedules or contract options, with a total cost expected between $2,000,000 and $5,000,000. Sealed bids from certified Small Business Concerns will be accepted until the bid due date specified in Block 13a of the SF1442 solicitation form. The solicitation number is 693C73-22-B-000009. Bidders must complete annual Representations and Certifications in the System for Award Management and on VETS-4212. The soliciting agency is the Department of Transportation Federal Highway Administration.
View the file
Other files
Show all 12
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Title Sheet
Symbols And Abbreviations
Location Map & Temporary Traffic Control
Typical Sections
Tabulation of Quantities
Erosion and Sediment Control Plan
DESCRIPTION
INDEX TO SHEETS
PLANS FOR PROPOSED
N
PLANS PREPARED BY
RUSSELL COUNTY, KENTUCKY
EASTERN FEDERAL LANDS HIGHWAY DIVISION
ASHBURN, VIRGINIA
DESCRIPTION OF PROJECT
IMPROVEMENT:
PROJECT LENGTH: 0.06 Miles
ADT (2021)
ADT (2041)
DHV
%Truck
D
V (MPH)
50/50
1%
SPECIFICATIONS:
DESIGN DESIGNATION:
e(max) N/A
C/A None
BOAT LAUNCH RAMP, AND CAMPGROUND ENTRANCE LOOP ROAD
KENDALL CAMPGROUND REPAIRS AT DAY USE PARKING,
PROJECT KY ERFO COE 2019-1(1)
KY ERFO COE 2019-1(1)
KY ERFO COE 2019-1(1)
PROJECT
installation and other miscellaneous work.
of damaged pavement, curb and gutter and guardrail
Construction of gabion-faced soil nails, reconstruction
SCALE IN MILES
0 10 20
U.S. Department of Transportation
Administration
Federal Highway
SHEET
NO
A01
A02-A03
A04
B01-BO3
C01-C02
D01-D06
100% PLANS
DISASTER NO. KY2019-1-COE
and Bridges on Federal Highway Projects", FP-14.
"Standard Specifications for Construction of Roads
U.S. DEPARTMENT OF DEFENSE
U.S. ARMY CORPS OF ENGINEERS
LAKE CUMBERLAND
KENDALL RECREATION AREA
BRIDGE:
WIDTH
12'-22'
SURFACE BASE
5"
6.5"
N/A
N/A
SUBGRADE
5.5" ACP
7" ACP 5" N/A
7" ACP
SCHEDULE
16'+/-
160'+/-
N/A
B
A
A
AUGUST, 2021
Project Manager
Jay Bains
Lead Designer
Shoukat Nawaz
Highway Design Manager
Jamal Ghazi Alam
STATE OF KENTUCKY
KEY MAP
LEXINGTON
NEWPORT
COVINGTON
HENDERSON
OWENSBORO
LOUISVILLE
PADUCAH
GREEN
BOWLING
ELIZABETHTOWN
ASHLAND
HOPKINSVILLE
SCALE IN MILES
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
N
National Forest Daniel Boone
Monticello
Kentucky
Greensburg
Columbia
Jamestown
Burkesville
Topmkinsville Williamsburg
Corbin
London
Somerset Springs Russell
Tennessee
Lake Cumberland
Dale Hallow Lake www.kentucky811.org
811 or 800-752-6007
Call Kentucky811 prior to digging:
0.34 Miles
Erosion and Sediment Control NarrativeM01
Plans And Profiles
M02-M04
A05-A07 Survey Information
C03-C05 Summaries and Schedules
T01-T25 Roadway Cross Sections
S01-S09 Standards And Details
P01 Permanent Signing and Striping Plans
ROAD
Road (Existing)
Entrance Loop
Use Parking (Existing)
Kendall Day
Ramp (Existing)
Boat Launch
LANE MILES:
:2
A
M
S e p te m b e r
A
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1 (1
H
W Y
D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n
\A
-K
Y E
R F
O C
O E
-1 (1 tt l.
d g n
STATE PROJECT
NUMBER
SHEET
KY KY ERFO COE 2019-1(1) A01
pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve original ground outside diameter out to out ordinary high water mark on center nominal maximum size aggregate normal crown north mon.
min.
max.
MP
ML
monument minimum maximum mile post main line spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south spa.
shldr.
sec.
SC
SADT
S
NMSA
NC
N
OG
OD
o. to o.
ohwm
o. c.
pvmt.
PT
PST
PSC
PS
POT
POS
POC
pl.
PI
PCS
PCC
PC
rte.
rt. or RT reqd.
reinf.
RECP
rdwy.
R/W
R.
R route right required reinforcement rolled erosion control product roadway right-of-way range radius symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot sym.
STS
struc.
stiff.
stgr.
std.
Sta.
ST
SS
SRS
sqyd sqft typ.
Ts
TS
thd.
TBM
T.
T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance
VPI
vph
V vertical point of intersection vehicles per hour design speed
W west
1 6
1 6
SEC.
SEC.
0.00EL. E
N 0
RBAR
NO. DATE BY REVISIONS
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION LAKE CUMBERLAND KENDALL RECREATION AREA
SYMBOLS AND ABBREVIATIONS
DSY
drwg(s).
dist.
diaph.
diag.
dia.
DHV
D ctrs.
CS
cont.
constr. jt.
conn.
conc.
col.
CO
CMP
CL
cc or c. to c.
brg.
br.
BP
BM
BK
appr.
AH
ADT
ACP
abut.
double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column contracting officer corrugated metal pipe centerline center to center bearing bridge balance point benck mark back approach ahead average daily traffic asphalt concrete pavement abutment expansion joint excavation edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation elevation with number superelevation rate east flg.
fin.
flange finish exp. jt.
exc.
EW
ESAL
ER
EQ or eq.
EOT
EOS
EOP
emb.
elev.
elev.
e
E θs Ø ∆c spiral central angle diameter curve central angle total central angle ftg.
galv.
ga.
HW
hex.
hdwl.
ID
jt.
footing galvanized gage (gauge) high water hexagon headwall inside diameter joint lat.
lam.
L latitude lamination length of curve
LW
lt. or LT Ls
LPSM
long.
LOD
low water left length of spiral lump sum longitudinal Limits of Disturbance
National Boundary
State Boundary
County Boundary
City Boundary
Township or Range Line
Section Line
Section Corner (Found, Projected)
Section Line4
Section Corner (Found, Projected)4
Section Line16
Section Corner (Found, Projected)16
Property Line w/Found Property Corner
Parcel Number
National Park Boundary
National Forest Boundary
National Wildlife Refuge Boundary
BLM Lands Boundary
Indian Reservation Boundary
Existing Roadway (Road, Paved, Gravel)
Railroad
Trail
Intermittent Drainage or Small Creek
Large Creek or River
Lake, Pond or Reservoir; Marshland
Spring or Seep
Treeline; Individual Trees, Pine
Material Source; Bore Hole; Test Pit
Spot Elevation; Coordinate Grid Tick
Control Point (Terrestrial and GPS); Jump Hub
Sheet 1 of 2
:0
P
S e p te m b e r
S
H E
E T
P
R O
J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1 (1
H
W Y
D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n
\A
-A
-K Y
E R
F O
C O
E
-1
(1 s y m
.d g n
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) A02
N
AREA PATTERN
BaselineBL
PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:
U.S. DEPARTMENT OF TRANSPORTATION LAKE CUMBERLAND KENDALL RECREATION AREA
SYMBOLS AND ABBREVIATIONS
NOTE:
Fiber Roll or Wattle
North Arrow
Fence
Gate with Fence
Cattleguard
Guardrail
Retaining Wall
Concrete Barrier
Slope Stake Limits
Delineators
Signs (single, double post; portable)
Transition
Toe of Fill
Top of Cut
Pipe Culvert (arrow shows flow)
Pipe Culvert with End Section
Pipe Culvert with Headwall
Underdrain
Pipe Culvert with Drop Inlet
Box Culvert
Underground Utilities
Overhead/Above Ground Utilities
STEAM = steam, T = telephone, TV = CATV, W = water
P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor)
Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features
UP = transformer or junction box, WF = water fountain
EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building
Right-of-Way Line with Monument
Permanent Easement
Construction Easement
Riprap
EXISTING PROPOSED
DI
Pavement Removal / Roadway Obliteration
Full Depth Pavement
Sidewalk Asphalt/Concrete
Mill and Overlay
Overlay
Silt Fence
Diversion Berm
Drainage Divide
Check Dam
Limits of Disturbance
Sheet 2 of 2
:0
O c to b e r
S H
E E
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1 (1
H
W Y
D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n
\A
-A
-K Y
E R
F O
C O
E
-1
(1 s y m .d g n
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) A03
Lake Cumberland
Creelsboro
H el m R d
Wells Bottom Rd
Swa n P ond Rd
M a n n to w n R d
Da m
Rd
Rowena
C u m b er la n d R iv er
N
N
Not to Scale
ROAD
CLOSED1
48" x 30"
R11-2
Note:
C u m b e rl a n d R iv e r sign as approved by the CO.
Barricades, Type 3 with a "Road Closed"
Install Temporary Traffic Control
Wolf Creek Dam
200+00 to 201+34.15
Kendall Day Use Parking
300+20 to 301+50
Campground Entrance Loop Road
100+79.75 to 103+14
Boat Ramp Access Road
U.S. DEPARTMENT OF TRANSPORTATION LAKE CUMBERLAND KENDALL RECREATION AREA
TRAFFIC CONTROL
LOCATION MAP & TEMPORARY
SCALE IN MILE
0 .5 1
:2
O c to b e r
A
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1 (1
H
W Y
D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n
\A
-K
Y E
R F
O C
O E
-1 (1 lo c .d g n
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) A04
NAIL589.3945096982.2923478051.1073002
NAIL563.8165096853.8903478189.7281001
NUMBER
REMARKSELEVATIONEASTINGNORTHINGPOINT
Site : Boat Ramp Access Rd
Geoid Model : GEIOD18 (Conus)
Vert. Datum : NAVD 1988
Hor. Datum : NAD 1983 (Conus)
Zone : KENTUCKY 1600 (ONE ZONE)
Coordinate System : US State Plane 1983
Project Datum
N A
IL
B o a t R a m p
.1
.1
.4
.8
12"X35.05'CMP
Az . 2
.9 °2.
2'
A z . 1
.7
.5
S ta ir s
S ta ir s
T B
A R
NO SCALE
U.S. DEPARTMENT OF TRANSPORTATION
SURVEY INFORMATION
BOAT RAMP ACCESS ROAD
LAKE CUMBERLAND KENDALL RECREATION AREA
Note:
north axis at clockwise rotation.
Azimuth angle shown is based on
N
N
:4
S e p te m b e r
S u r v e y I n f o r m a ti o n
S h e e t]
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1
(1
H W
Y D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n \A
-A
K
Y E
R F
O C
O E
-1
(1 s u r.
d g n
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) A05
NAIL589.3945096982.2923478051.1073002
PK592.8655096989.7133477982.2723001
TBAR598.2655097201.5973477932.4793000
NUMBER
REMARKSELEVATIONEASTINGNORTHINGPOINT
Site : Kendall Day Use Parking
Geoid Model : GEIOD18 (Conus)
Vert. Datum : NAVD 1988
Hor. Datum : NAD 1983 (Conus)
Zone : KENTUCKY 1600 (ONE ZONE)
Coordinate System : US State Plane 1983
Project Datum
A
z. 1
.3
Az . 2
.2°
.7'
A z .1
.5
A z.
°2
.3
C P
N A
IL
L O
A N E R S
IG
N
L
IF
E
JA
C K E T
F E E S S
IG
N
D A
IL
Y U
S E
SIGN
DANGER
B E
N C
H
TBAR
A z .6
.8
A z .5
.6
C o u n te r
T ra ff ic
TB
EB
U.S. DEPARTMENT OF TRANSPORTATION
KENDALL DAY USE PARKING
north axis at clockwise rotation.
Azimuth angle shown is based on
N
N
:4
S e p te m b e r
S u r v e y I n f o r m a ti o n
S h e
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1
(1
H W
Y D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n \A
-A
K
Y E
R F
O C
O E
-1
(1 s u r.
d g n
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) A06
PK604.0525096768.7393478743.6943005
NAIL602.0475096755.3513478973.9651003
NAIL602.2975096787.5713478970.8791002
NUMBER
REMARKSELEVATIONEASTINGNORTHINGPOINT
Site : Kendall Forest Campground Entrance Loop Rd.
Geoid Model : GEIOD18 (Conus)
Vert. Datum : NAVD 1988
Hor. Datum : NAD 1983 (Conus)
Zone : KENTUCKY 1600 (ONE ZONE)
Coordinate System : US State Plane 1983
Project Datum
P K
J B
S
IG
N
STAIRS
113.2°
2.9'
.7
N A I L
N A I L
O A
K
Ø
S
IG
N
STAIRS
1003 1002
A z.
1.
2°4.
1' A z . 3
.9
.1
Az. 90°
2.6'
A z .9
.8
U.S. DEPARTMENT OF TRANSPORTATION
CAMPGROUND ENTRANCE LOOP ROAD
north axis at clockwise rotation.
Azimuth angle shown is based on
NN
:4
S e p te m b e r
S u r v e y I n f o r m a ti o n
S h e
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1
(1
H W
Y D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n \A
-A
K
Y E
R F
O C
O E
-1
(1 s u r.
d g n
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) A07
100+40 101+00 102+00 103+00
550 550
560 560
570 570
580 580
590 590
600 600
BEGIN WALL
101+16
EL 564.50'
EL 567.50'
101+46
EL 570.50'
101+67
EL 576.50'
102+03
EL 582.50'
102+54
END WALL
103+14
EL 588.50'
Top of gabion wall (typ.)
Match existing profile grade at centerline
Bottom of gabion wall (typ.)
Existing ground at front of gabion wall (typ.)
EL 573.50'
101+82
EL 579.50'
1020+30
EL 585.50'
102+78
EL 588.50'
103+02
Soil nail bearing plate (typ.)
EL 558.50
102+03
EL 561.50
102+30
EL 564.50
102+78
EL 567.50
103+02
EL 570.50
103+14
U.S. DEPARTMENT OF TRANSPORTATION LAKE CUMBERLAND KENDALL RECREATION AREA
GABION WALL PROFILE
BOAT RAMP ACCESS ROAD
SCALE IN FEET
0 10 20 ty p ty p
.5 ty p ty p ty p ty p
3' (typ.)
6' (typ.)
ty p
:0
S e p te m b e r
D
S h e
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1 (1
H
W Y
D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n
\D
-D
-K Y
E R
F O
C O
E
-1
(1 d g n
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) D02
EL 588.50'
20+38.54
EL 588.50'
20+24.69
EL 590.00'
20+53.97 at parking baseline
Existing profile grade line existing sewer
Do not disturb
BEGIN WALL
20+00
EL 588.50'
END WALL
21+56.35
EL 590.00'
Bottom of gabion wall (typ.)
of gabion wall (typ.)
Existing ground at front
Top of gabion wall (typ.)
plate (typ.)
Soil Nail bearing
EL 569.00
21+56.35
EL 567.50
20+53.97
U.S. DEPARTMENT OF TRANSPORTATION
KENDALL DAY USE PARKING
20+0020+00 21+00
560 560
570 570
580 580
590 590
600 600
610 610
620 620 ty p ty p ty p
.5 ty p
.5 ty p
.5 ty p ty p ty p
.5 ty p ty p ty p
.5
6' (typ.)
:2
S e p te m b e r
P a r k in g
G a b io n
W a ll
G a b io n
W a ll
P a r k in g
S h e
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1 (1
H
W Y
D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n
\D
-D
-K Y
E R
F O
C O
E
-1
(1 d g n
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) D04
300+00 301+00 302+00
510 510
520 520
530 530
540 540
550 550
560 560
570 570
580 580
590 590
600 600
610 610
620 620
630 630
640 640
650 650
660 660
BEGIN WALL
300+42.00
EL 602.50'
Top of gabion wall (typ.)
Bottom of gabion wall (typ.)
301+50.00
EL 602.50'
END WALLExisting profile grade at centerline
Existing ground at front of gabion wall (typ.)
Soil Nail bearing plate (typ.)
EL 566.50
301+38
EL 578.50
301+44
EL 584.50
301+50
U.S. DEPARTMENT OF TRANSPORTATION LAKE CUMBERLAND KENDALL RECREATION AREA
CAMPGROUND ENTRANCE LOOP ROAD
SCALE IN FEET
0 10 20 ty p ty p
6' (typ.)
:4
O c to b e r
D P r o f il e
S h e
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1 (1
H
W Y
D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n
\D
-D
-K Y
E R
F O
C O
E
-1
(1 d g n
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) D06
construction limits.
does not leave the project site. Perimeter controls include fiber roll and other specified measures outside the
Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment
Phase I Establish Perimeter Controls
Sequence of Construction
Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.
measures.
Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control
Do not allow construction vehicles to track sediment outside the project limits.
No construction access will be permitted through a wetland or waterway.
Officer (CO).
Do not modify the type, size, or location of any control or practice without prior approval from the Contracting for Construction of Roads and Bridges on Federal Highway Projects, FP-14, and the Special Contract Requirements.
measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The
The work consists of applying measures throughout the life of the project to control erosion and to minimize the
The Erosion & Sediment Control Narrative is meant as a guideline for preventing erosion and controlling sediment.
General Guidelines
Response Center at 1-800-424-8802.
requirements under 40 CFR 112. Report spills large enough to discharge to surface waters to the National
Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the material according to Federal, State, and local regulations.
waste materials. Do not dispose of hazardous waste materials into the on-site dumpsters. Dispose of
Store all hazardous waste materials in appropriate and clearly marked containers away from other non-battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water.
maintenance could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and
Hazardous waste will not be generated from normal construction activities. Equipment fueling and containers. Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate.
Solid waste generated from the project will consist of construction debris, garbage, and empty prevent contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.
Inspect and maintain on a regular basis, all mechanized equipment used in or near surface water to
Waste, garbage, sanitary waste
Soaps, solvents used for vehicle washing
Fuels, oils, equipment-related compounds
Wash-water from concrete, paint, curing compounds, and other construction materials
The following discharges are prohibited:
Prohibited Discharges
No new impervious surface will be created under work of this project.
River.
The total disturbed area for the project is approximately 0.91 acres. The receiving water is Cumberland guardrail installation and slope stabilization.
Soil disturbing activities include clearing and grubbing, gabion-faced soil nails construction, roadway reconstruction, and guardrail installation and other miscellaneous work..
This project consists of the construction of gabion-faced soil nails, reconstruction of damaged pavement, curb and gutter
Project Description
Record the inspection date and summary of findings within 24 hours of completing a site inspection.
all materials tracked from vehicles onto roadways.
existing roads. Top dress and rework the stones on construction exits as needed. Remove and wash maintain stabilized construction exits to minimize tracking of soil onto Stabiized construction exit -device. Dispose of the sediment legally off-site.
Fiber roll - remove sediment deposits from behind the fiber roll when they reach half the height of the end of the day.
0.25 inches or more, and daily during wet weather. Repair or replace any damaged measures by the
Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of according to Section 157, the details shown in the plans, and the individual permitting requirements.
Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices
Maintenance and Inspection Procedures
Remove all other perimeter controls when directed by the CO.
Remove fiber roll only after all upslope areas are stabilized and vegetation is well established.
Remove all devices used for dewatering.
Inspect, clean, and repair all culvert outlet protection, riprap basins, and stabilized channels.
where vegetation has not established.
Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas
Finish grading, place riprap, and apply permanent turf establishment to any remaining disturbed areas.
After completion of roadway construction, do the following as directed by the CO:
Phase III Final Construction / Stabilization areas.
Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging stockpiles remaining in place longer than 14 days within 7 days of stockpiling.
Provide fiber roll around all stockpiled excavated roadway material. Apply temporary turf establishment to culverts.
and are stabilized (with vegetation, riprap, or pavement) before routing drainage through completed
Upon completion of culverts, ensure that culvert entrances, outlets, and outlet channels are at final grade
Install inlet protection prior to diverting water through inlets.
runoff.
At the end of each day’s grading operations, shape earthwork to minimize and control erosion from storm within 7 days. Apply permanent turf establishment to the finished slopes according to Section 625.
Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar days problems.
The CO may direct installation of certain controls in order to forestall or mitigate potential or existing erosion
Apply intermediate controls during rough grading operations.
Phase II Intermediate Controls
U.S. DEPARTMENT OF TRANSPORTATION LAKE CUMBERLAND KENDALL RECREATION AREA
CONTROL NARRATIVE
EROSION AND SEDIMENT
:5
O c to b e r
M
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1 (1
H
W Y
D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n
\M
-K
Y E
R F
O C
O E
-1 (1 e s c n a r.
d g n
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) M01
S
A I R
S
JB
25 S
IGN
PK
N
300+20.00
LOOP ROAD WORK
ENTRANCE
BEGIN CAMPGOUND
N 3478856.744
E 5096773.038
301+50
LOOP ROAD WORK
ENTRANCE
END CAMPGOUND
N 3478742.801
E 5096779.432
Fill line
Install fiber roll
Fill line
Elev. 553.95'
OHWM line (typ.)
Gabion wall. See Plan and Profile sheets.
U.S. DEPARTMENT OF TRANSPORTATION LAKE CUMBERLAND KENDALL RECREATION AREA
CONTROL PLAN
EROSION AND SEDIMENT
CAMPGROUND ENTRANCE LOOP ROAD SCALE IN FEET
0 10 20
S02°11'29"W
S2 6°0
8'1 8"E
:0
S e p te m b e r
M
S h e
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1
(1
H W
Y D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n \M
-K
Y E
R F
O C
O E
-1
(1 e s c .d g n
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) M04
S
IG
N
D A
N G E R
NAIL
SS
TELE
NAIL
1000TELE
FEES SIG
N
DAILY U
SE
LOANER SIGN
LIFEJACKET
NOTICE SIGN
LIFEJA
CKET
PK
SIGN
RIVER
CUMBERLAND
SS
JB
W V
EM
JB
S
IG
NN
O T
IC
E
W
BENCH
N
26.05' RT
200+41.63
18.04' RT
200+99.28 markings, Type B
Place 4" white solid pavement pavement markings, Type B
Place 4" diagonal white solid pavement markings, Type B
Place 4" diagonal white solid
Proposed EOP (typ.)
U.S. DEPARTMENT OF TRANSPORTATION LAKE CUMBERLAND KENDALL RECREATION AREA
AND STRIPING PLANS
PERMANENT SIGNING
KENDALL DAY USE PARKING SCALE IN FEET
0 10 20
.0
P
E
20+00.00POB
.3
P
E e = ___
'48.00L =
'30.89T =
'30.00R =
(LT)91°40'24"Δ =
200+50.89PI
200+ 20.00
PC
.0
200+ 00.00
POB 2
.0
P O
E
(ty p
(typ.)
9.25
(ty p
(typ.)
9'
(t y p
(typ.)
6.4'
:5
A u g u s t
P
S h e
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1 (1
H
W Y
D
E S
\C A
D D
\K Y
E R
F O
C O
E
\d g n
\P -K
Y E
R F
O C
O E
-1 (1 s s p
.d g n
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) P01
2%
3%
4%
5%
33'
22'
16'
13'
INLET PROTECTION
set under drain inlet.
Non-woven filter fabricFl ow
FlowFlow
Fl ow
F lo w
F lo w
PLAN VIEW
Area
Undisturbed
Flow
Flow
** Adjust spacing as approved based on site conditions
* Do not install check dams on grades below 2%
50'
33'
25'
20'
PLAN VIEW
FIBER ROLL CHECK DAM
20 ft
15 ft
10 ft1V:2H or Steeper
1V:4H - 1V:2H downslope stakes equidistant between
Upslope stake, place
Flow
8' max
Flow
4' max
Contour line (typ.)
E157-04 height of roll2 1to
Wood mulch or compost
See Note 6
Wood stake (typ.)
See Note 6
Wood stake (typ.)
See Note 11 ends and 36" o.c. (typ.)
Gravel bag weights at
See Note 6
Wood stake (typ.)
FIBER ROLL CHECK DAM CROSS SECTIONS
V-DITCH TRAPEZOIDAL DITCH
ENTRENCHED INSTALLATION
FIBER ROLL ISOMETRIC VIEW
requirements of Subsection 713.13.
Provide gravel bag weights meeting the inlet protection detail.
use gravel bags to support them as shown on the
When fiber rolls are required on paved surfaces, months after installation.
installation and photodegradable fiber rolls 12
Replace biodegradable fiber rolls 6 months after one-half the height of the exposed fiber roll.
Remove sediment deposits when accumulation is ends 12 inches minimum and stake.
When more than one fiber roll is needed, overlap
Subsection 713.08(a).
Furnish wood stakes meeting the requirements of ground and 3 inches protruding above the roll.
length to attain a minimum of 12 inches into the section of 2-inch x 2-inch and of sufficient
Use wood stakes with a minimum nominal cross alignment.
least 8 feet upslope at 45 degrees to the main contours. Extend both ends of the fiber roll at
Place fiber rolls on level grade and parallel to along the fiber roll.
mulch or compost on uphill side of the slope
For untrenched installation, blow or hand place the fiber roll.
1-inch that may interfere with proper function of including rocks, clods, and debris greater than
Prior to installation, clear all obstructions a minimum 12-inch diameter.
For drain inlet protection, use fiber rolls with
Use fiber rolls with a minimum 8-inch diameter.
Subsection 713.12.
Provide fiber rolls meeting the requirements of
NOTES:
See Note 6
Wood stake (typ.)
See Note 6
Wood stake (typ.)
UNTRENCHED INSTALLATION
SLOPE MAX INTERVAL
1V:4H or Flatter
LENGTH ABOVE FIBER ROLLS
MAXIMUM ALLOWABLE SLOPE
SPACING TABLE
FIBER ROLL CHECK DAM
*GRADE
DITCH SPACING (S)
CHECK DAM
8" HIGH 12" HIGH
Downslope stake (typ.)
Upslope stake (typ.)
Downslope stake (typ.)
Upslope stake (typ.)
Downslope stake (typ.)
8" dia. (min.)
Fiber roll, 8" dia. (min.)
Fiber roll, the diameter of the roll (max.)
1Trench into ground
1' (min.)
12" dia. (min.)
Fiber roll, 8" dia. (min.)
Fiber roll, 8" dia. (min.)
Fiber roll, 8" dia. (min.)
Fiber roll, 2' (max.)
(typ.)
Fiber roll
FIBER ROLL OVERLAP
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
FIBER ROLL
DETAIL APPROVED FOR USE
REVISED: SEPTEMBER 2020
APPROVED: MAY 2016
:1
O c to b e r
S h e t
P R
O J E
C T
S
A C
E \K
Y E
R F
O C
O E
-1
(1
H W
Y D
E S
\C A
D D
\S td
-D e t\
S s t1 d e ta il .d g n
FLH STANDARD
DETAIL
OFFICE OF FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
STATE PROJECT
NUMBER
KY KY ERFO COE 2019-1(1) S02
File details come from the government source that posted it. Updated .