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.

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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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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

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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-2

PLAN - PAD REGRADE

GR

AD

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ON

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40' 0 20' 40' 80'

40'SCALE: 1" =

GRAPHIC SCALE

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S

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B

A

C

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WV

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8

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P

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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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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

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ER

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40' 0 20' 40' 80'

40'SCALE: 1" =

GRAPHIC SCALE

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