SEPTEMBER 2018
PIKE
LETCHER
KNOTT
FLOYD
MARTIN
JOHNSON
LAWRENCE
HARLAN
LESLIE
PERRY
BREATHITT
MAGOFFIN
MORGAN
ELLIOTT
BELL
KNOX
CLAY
OWSLEY
LEE
WOLFE
MENIFEE
ROWAN
BATH
M
O
N
T
G
O
M
E
R
Y
POWELL
ESTILL
JACKSON
LAUREL
WHITLEY
McCREARY
PULASKI
ROCKCASTLE
MADISON
CLARK
FAYETTE
JESSAMINE
GARRARD
LINCOLN
CASEY
WAYNE
BOYLE
MERCER
W
O
O
D
F
O
R
D
BOYD
CARTER
GREENUP
LEWIS
FLEMING
MASON
ROBERTSON
NICHOLAS
BOURBON
HARRISON
PENDLETON
GRANT
SCOTT
C
A
M
P
B
E
L
L
K
E
N
T
O
N
BOONE
GALLATIN
OWEN
FRANKLIN
HENRY
CARROLL
TRIMBLE
OLDHAM
SHELBY
ANDERSON
SPENCER
BRACKEN
JEFFERSON
BULLITT
NELSON
WASHINGTON
MARION
TAYLOR
GREEN
ADAIR
RUSSELL
CLINTON
CUMBERLAND
METCALFE
MEADE
HARDIN
LARUE
HART
BARREN
MONROE
ALLEN
WARREN
EDMONSON
GRAYSON
BRECKINRIDGE
H
A
N
C
O
C
K
OHIO
BUTLER
SIMPSON
LOGAN
DAVIESS
McLEAN
MUHLENBERG
TODD
CHRISTIAN
HOPKINS
WEBSTER
HENDERSON
UNION
CRITTENDEN
CALDWELL
TRIGG
LYON
LIVINGSTON
MARSHALL
CALLOWAY
GRAVES
McCRACKEN
BALLARD
CARLISLE
HICKMAN
FULTON
COVER
EROSION CONTROL PLAN C-1
GRADING PLAN
LONDON - LAUREL COUNTY
INDUSTRIAL DEVELOPMENT AUTHORITY
LAUREL COUNTY, KENTUCKY
Lexington, KY 40503 Fax: (859)223-2607
624 Wellington Way Phone: (859)223-5694
www.mselex.com
OF KENTUCKY, INC.
GREER INDUSTRIAL PARK
LOT 12
BUILD READY PAD CONSTRUCTION
VICINITY MAPNOT TO SCALE
GENERAL NOTES
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NTS
'L'
SPACING BETWEEN CHECK DAMS
SECTION A - A
VIEW LOOKING UPSTREAM
POINT 'A'
È È
SILT CHECK DAM TYPE "D"
POINT 'B'
6"
A
È
A
È
ÈSTONE FILLED BAG CHECK DAMS MUST BE PLACED IN CHANNEL BY HAND, WITH
THE TIED ENDS OF THE BAGS POINTING UPSTREAM AND THE CENTER OVERFLOW
AREA AT LEAST 6" LOWER THAN THE OUTER EDGE. THE HIGHER ENDS OF THE
CHECK DAM MUST TIE TO THE CHANNEL TO PREVENT BYPASS.
'L' = THE DISTANCE SUCH THAT POINTS 'A' AND 'B'
ARE OF EQUAL ELEVATION.
DIVERSION RIDGE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
ON AN AREA STABILIZED WITH CRUSHED STONE
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED
REPAIR AND/OR CLEANOUT OF ANY MEASURES
OF-WAY. THIS MAY REQUIRE TOP DRESSING,
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-
CONDITION THAT WILL PREVENT TRACKING OR
1. THE ENTRANCE SHALL BE MAINTAINED IN A
EXISTING
PAVED
RO
AD
WA
Y
WHEELS IF NECESSARY.
SUPPLY WATER TO WASH
SILT CHECK DAM
FLOW
AA
NOTES:
EX
IS
TIN
G P
AV
ED
R
OA
DW
AY
OR SEDIMENT BASIN.
USED TO TRAP SEDIMENT.
2
0
'
R
50' MIN.
20' MIN.
SECTION A - A
SPILLWAY
FILTER FABRIC
2 %
O
R
G
R
E
A
T
E
R
WHERE GRADE EXCEEDS 2%
DIVERSION RIDGE REQUIRED
FLOW
MIN. 6" THICK
2"-3" COURSE
AGGREGATE
PLAN
F
L
O
W
F
L
O
W
NOTE:
USE SANDBAGS, STONE OR
OTHER APPROVED METHODS TO
CHANNELIZE RUNOFF TO BASIN
AS REQUIRED.
TEMP. SILT FENCE DETAILS
N.T.S.
STEEL OR
36" HIGH MAX
WOOD POST
12" MIN.
FILTER FABRIC
WITH COMPACTED
ATTACH SECURELY
SIDE OF POST.
TO UPSTREAM
RUNOFF
4"x6" TRENCH
BACKFILL
PONDING HT.
4. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT
AND REMOVE SEDIMENT WHEN NECESSARY.
5. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT
WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE
PERMANENTLY STABILIZED.
6. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO
MAXIMIZE PONDING EFFICIENCY.
ENTRANCE/EXIT
N.T.S.
TEMPORARY GRAVEL CONSTRUCTION
C
EXCAVATE TRENCH ALONG
LINE OF POSTS
S
H
E
E
T
F
L
O
W
S
H
E
E
T
F
L
O
W
S
H
E
E
T
F
L
O
W
S
H
E
E
T
F
L
O
W
BACKFILL AND
COMPACT EXCAVATED SOIL
STEP NO. 1 STEP NO. 2
STEP NO. 3 STEP NO. 4
NOTES
1.
SECTIONAL DETAIL
GEOTEXTILE FABRIC
POSTS MAY BE WOODEN OR METAL T-SECTION.
2
3
6
'-
0
'' O
.C
.
LINE TRENCH WITH GEOTEXTILE FABRIC
AND ATTACH TO POSTS
2
3 POSTS SHALL BE SET 1'-4'' DEEP.
SEE STANDARD SPECIFICATIONS FOR POST
AND ALL OTHER PERTINENT INFORMATION.
SIZE, GEOTEXTILE FABRIC, WIRE STAPLES
6''
4''
EROSION CONTROL NOTES:
THE EROSION CONTROL MEASURES NOTED BELOW ARE MINIMUMS AND DO NOT RELIEVE THE CONTRACTOR FROM THE
RESPONSIBILITY FOR COMPLIANCE WITH ANY AND ALL U.S. EPA , KENTUCKY DIVISION OF WATER AND/OR LOCAL REQUIREMENTS.
CONTRACTOR SHALL ESTABLISH EROSION CONTROL MEASURES BEFORE DISTURBING SITE. EROSION CONTROL MEASURES MUST
COMPLY WITH THE HENDERSON COUNTY EROSION PREVENTION AND SEDIMENTATION CONTROL REQUIREMENTS.
ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION
OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION, IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETED AND THE SITE IS
STABILIZED.
IT IS THE CONTRACTOR`S RESPONSIBILITY TO PREVENT EROSION ONTO ADJACENT PROPERTY. ANY REMEDIAL MEASURES REQUIRED
TO CORRECT DAMAGE CREATED BY EROSION SHALL BE AT THE CONTRACTOR`S EXPENSE.
TOPSOIL STOCKPILES THAT ARE NOT BEING UTILIZED FOR A PERIOD OF 14 DAYS TO BE SURROUNDED BY SILT FENCE, RESEEDED
AND PLACED WHERE SOIL EROSION WOULD GO TO THE SILT TRAPS.
SILT FENCES TO BE CLEANED OUT WHEN THEY BECOME ONE-THIRD FULL.
WHEN SEASONAL CONDITIONS PROHIBIT THE APPLICATION OF TEMPORARY OR PERMANENT SEEDING, NON-VEGETATIVE SOIL
STABILIZATION PRACTICES SUCH AS MULCHING AND MATTING SHALL BE USED, UNTIL SUCH TIME AS CONDITIONS PERMIT.
ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN DAYS AND AFTER ANY STORM EVENT OF
GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD. A FIELD LOG OF INSPECTIONS SHALL BE MADE AND A
COPY GIVEN TO THE OWNER.
ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UNTIL FINAL SOIL STABILIZATION HAS BEEN OBTAINED.
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT NO MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN
THAT PART OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED UNLESS THAT ACTIVITY IN THAT PORTION OF THE SITE WILL
RESUME WITHIN 21 DAYS.
THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE TRACKING OF MUD ONTO PAVED ROADWAY FROM CONSTRUCTION
AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED
PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE KENTUCKY
DEPARTMENT OF HIGHWAYS GUIDANCE MANUAL.
MAINTAIN ACCESS TO EXISTING BUSINESSES AND EXISTING ROADS.
ALL EARTHWORK TO COMPLY WITH KENTUCKY DEPT. OF HIGHWAYS (KY-DOH SECTION 400) SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, EDITION OF 2000 AND ANY AMENDMENTS.
THE CONTRACTOR SHALL LIMIT ACCESS TO THE SITE TO THE CONSTRUCTION ENTRANCES. THE LOCATION OF THE CONSTRUCTION
ENTRANCES SHALL BE APPROVED BY THE ENGINEER AND DESIGNATED ON THE SWPPP. THE CONTRACTOR SHALL INSTALL STONE
SURFACE AT THE LOCATION WHERE CONSTRUCTION TRAFFIC LEAVES AND ENTERS THE SITE. THESE ACCESS POINTS SHALL BE MIN.
20' WIDE, 50' LONG, 0.5' DEEP AND USE NO 7 STONE OVER GEOTEXTILE FABRIC. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING
STREETS AND PARKING AREAS FREE FORM MUD, DIRT, DEBRIS, AND ROCK. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING
SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ON ADHESIVES OR OTHER APPROVED METHODS. THIS ENTRANCE
SHALL BE MAINTAINED UNTIL THE SITE PAD HAS BEEN CONSTRUCTED.
SILT TRAP TYPE 'C"
N.T.S.C
PLAN VIEW
A
A
SECTION A-A
TYPICAL ROAD CROSS SECTION
NTS
FILTER FABRIC
4" NO. 2 STONE
2" CRUSHED STONE
BASE
COMPACTED EARTH
RDH-020
SLOPED & FLARED
HEADWALLS FOR
12" TO 27" PIPES
CLASS II CHANNEL LINING OVER FILTER FABRIC
10' - 0"
MAX. 10' OR TO R/W LINE
SHEET OF
DRAWING NO.
DATE REVISION BY
PROJECT NO.
DESIGNED BY
DRAWN BY
CHECKED BY
REVIEWED BY
DATE
SCALE
COPYRIGHT
C
Architects
Engineers
Planners
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NOTICE: This document discloses subject matter considered confidential by Mayes, Sudderth & Etheredge, Inc. and on which Mayes,
Sudderth & Etheredge, Inc. has property rights. Neither receipt nor possession thereof confers or transfer any rights to reproduce the
document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written
permission of Mayes, Sudderth & Etheredge, Inc.
C-3
ER
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CONTRACTOR SHALL LOCATE PROPERTY LINES, RIGHTS-OF-WAY AND UNDERGROUND
UTILITIES. PROTECT UNDERGROUND UTILITIES.
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY AREAS WHERE UNACCEPTABLE
SOILS, SINKHOLES, WET AREAS OR OTHER CONDITIONS ARE ENCOUNTERED WHICH
MAY ADVERSELY AFFECT THE SITE. IF DIRECTED BY ENGINEER, REMOVE UNSUITABLE
SOILS AND REPLACE THEM WITH ACCEPTABLE SOILS.
EARTH AND ROCK WORK IS UNCLASSIFIED. NO EXTRA PAYMENT WILL BE MADE FOR
ROCK EXCAVATION.
CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS IN GRADING PLAN AS NECESSARY
TO PROVIDE FOR SMOOTH TRANSITION FOR EXISTING ENTRANCES.
THE CONTRACTOR SHALL ESTABLISH EROSION CONTROL MEASURES BEFORE
DISTURBING SITE.
THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE TRACKING OF MUD
ONTO PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL
DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE KENTUCKY
DEPARTMENT OF HIGHWAYS GUIDANCE MANUAL.
THE CONTRACTOR MUST MAINTAIN ACCESS TO EXISTING BUSINESSES AND EXISTING
ROADS.
ALL EARTHWORK TO COMPLY WITH KENTUCKY DEPT. OF HIGHWAYS (KY-DOH
SECTION 400) SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, EDITION OF
2000 AND ANY AMENDMENTS.
811Call
Before you Dig
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2
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(
1
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0
0
'
+
-
)
7
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'
S
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C
K
WV
È È
8
"
P
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24'
1158
1160
1158
1158
1155
1160
1155
1
1
5
8
1
1
5
7
1158
24'
1159.0
1154.5
1159.5
1159.5
1159.5
1159.5
200,000 S.F. BUILDING PAD
SLOPE TO
DRAIN
SLOPE TO
DRAIN
SLOPE TO
DRAIN
SLOPE TO
DRAIN
SLOPE TO
DRAIN
PROJECT SIGN
STOCKPILE TOP
SOIL THIS AREA
BORROW AREA
LOT 12
EXISTING SEWER
EXISTING CULVERT
365.00
CENTER OF PAD ELEV.
1160.5
365.00'
550.00'
1158
1156
1157
NOTE:
CONTRACTOR WILL BE PROVIDED WITH
DIMENSIONS & BENCH MARK FOR HIS
OWN LAYOUT WORK
NOTE:
CONTRACTOR IS REPONSIBLE
FOR ANY DAMAGE DURING
CONSTRUCTION TO AIR PARK
DRIVE. DAMAGE REPAIR IS
REQUIRED & IS INCIDENTAL TO
CONTRACT.
NOTE:
GRADE UNIFORM PAD
SLOPE TO OUTER EDGE TO
PREVENT STANDING
WATER
3:1 SLOPE (TYP)
24' GRAVEL DRIVEWAY
(SEE DETAIL)
INSTALL 45 LF-18" RCP WITH SLOPED &
FLARED HEADWALLS
INLET INV. EL. =1152.5
OUTLET INVERT EL. =1152.0
EDGE OF PAD ELEV. = 1159.5
3:1 SLOPE (TYP)
NOTE:
RE-SEED PAD BUT, DO NOT
RE-SPREAD TOP-SOIL ON
TOP OF PAD.
1
+
0
0
55.60'
40.00
'
SHEET OF
DRAWING NO.
DATE REVISION BY
PROJECT NO.
DESIGNED BY
DRAWN BY
CHECKED BY
REVIEWED BY
DATE
SCALE
COPYRIGHT
C
Architects
Engineers
Planners
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: (8
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K
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C.
NOTICE: This document discloses subject matter considered confidential by Mayes, Sudderth & Etheredge, Inc. and on which Mayes,
Sudderth & Etheredge, Inc. has property rights. Neither receipt nor possession thereof confers or transfer any rights to reproduce the
document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written
permission of Mayes, Sudderth & Etheredge, Inc.
C-2
PLAN - PAD REGRADE
GR
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IN
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LA
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GR
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R IN
DU
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LO
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ON
-L
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DU
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PA
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40' 0 20' 40' 80'
40'SCALE: 1" =
GRAPHIC SCALE
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2
5
(
1
6
0
0
'
+
-
)
7
5
'
S
E
T
B
A
C
K
WV
È È
8
"
P
IP
E
2
7
7
.7
8
24'
1158
1160
1158
1158
1155
1160
1155
1
1
5
8
1
1
5
7
1158
24
'
1159.0
1154.5
1159.5
1159.5
1159.5
1159.5
200,000 S.F. BUILDING PAD
SLOPE TO
DRAIN
SLOPE TO
DRAIN
SLOPE TO
DRAIN
SLOPE TO
DRAIN
SLOPE TO
DRAIN
PROJECT SIGN
STOCKPILE TOP
SOIL THIS AREA
BORROW AREA
LOT 12
EXISTING SEWER
EXISTING CULVERT
365.00
CENTER OF PAD ELEV.
1160.5
365.00'
550.00'
1158
1156
1157
NOTE:
CONTRACTOR WILL BE PROVIDED WITH
DIMENSIONS & BENCH MARK FOR HIS
OWN LAYOUT WORK
NOTES:
(1) ALL CUT & FILL SLOPES TO BE COVERED WITH
TOP SOIL, SEEDED AND COVERED WITH
EROSION CONTROL MAT.
(2) TOP OF PAD TO BE SEEDED (NO TOP SOIL).
(3) INSTALL EROSION CONTROL MAT IN A 30' WIDE
STRIP ON TOP OF PAD AT OUTSIDE EDGE.
(4) CONTRACTOR SHALL NOT REMOVE ANY TOP
SOIL FROM THIS SITE. SEE BID ITEM NO. 2 FOR
TOP SOIL STRIPPING & STOCKPILE.
NOTE:
CONTRACTOR IS REPONSIBLE
FOR ANY DAMAGE DURING
CONSTRUCTION TO AIR PARK
DRIVE. DAMAGE REPAIR IS
REQUIRED & IS INCIDENTAL TO
CONTRACT.
STONE BAG SILT CHECKS -"D"
NOTE:
GRADE UNIFORM PAD
SLOPE TO OUTER EDGE TO
PREVENT STANDING
WATER
3:1 SLOPE (TYP)
24' GRAVEL DRIVEWAY
(SEE DETAIL)
INSTALL 45 LF-18" RCP WITH SLOPED &
FLARED HEADWALLS
INLET INV. EL. =1152.5
OUTLET INVERT EL. =1152.0
EDGE OF PAD ELEV. = 1159.5
STONE BAG SILT CHECKS
SILT FENCE
NOTE: Topographic map provided by owner.
3:1 SLOPE (TYP)
LEGEND
"D"
"D"
"D"
"D"
"D"
NOTE:
RE-SEED PAD BUT, DO NOT
RE-SPREAD TOP-SOIL ON
TOP OF PAD.
1
+
0
0
55.60'
40
.0
0'
SHEET OF
DRAWING NO.
DATE REVISION BY
PROJECT NO.
DESIGNED BY
DRAWN BY
CHECKED BY
REVIEWED BY
DATE
SCALE
COPYRIGHT
C
Architects
Engineers
Planners
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w.m
se
le
x.co
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4 W
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n W
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ne
: (8
59
)2
23
-5
69
4
OF
K
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TU
CK
Y, IN
C.
NOTICE: This document discloses subject matter considered confidential by Mayes, Sudderth & Etheredge, Inc. and on which Mayes,
Sudderth & Etheredge, Inc. has property rights. Neither receipt nor possession thereof confers or transfer any rights to reproduce the
document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written
permission of Mayes, Sudderth & Etheredge, Inc.
C-1
PLAN - PAD REGRADE
ER
OS
IO
N C
ON
TR
OL
GR
EE
R IN
DU
ST
RIA
L P
AR
K
LO
ND
ON
-L
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Y IN
DU
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2 S
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40' 0 20' 40' 80'
40'SCALE: 1" =
GRAPHIC SCALE
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