Commonwealth of Kentucky DEPARTMENT OF HIGHWAYS

FILE NAME: K:\190060-3 HSIP D-11MINI ROUNDABOUTS\CADD\CURRENT DRAWINGS\BELL FINAL PLANS\R00100LS.DGN

INDEX OF SHEETS

SHEET NO.

DESCRIPTION

R1 R2 R2A R2B R2C R2D R3-R5 R6 R7-R8 R9 R10

LAYOUT SHEET TYPICAL SECTIONS GENERAL SUMMARY PAVING SUMMARY GENERAL NOTES LEGEND AND UTILITY OWNERS PLAN AND PROFILE SHEETS PAVEMENT DETAIL SHEETS MAINTENANCE OF TRAFFIC DETOUR PLAN FLUME DETAIL PAVEMENT MARKING DETAILS

T001 T002 T003-T006 T007 T008-T009

SIGNING AND STRIPING SUMMARY SIGNING GENERAL NOTES SIGNING DETAIL SHEETS SIGNING AND STRIPING PLAN SHEETS SHEETING SIGN SUMMARY SHEETS

S1

SANITARY SEWER GENERAL NOTES

S2

SANITARY SEWER PLAN AND PROFILE

X1-X18

CROSS SECTION SHEETS

SHEETS NOT INCLUDED IN TOTAL SHEETS

STANDARD DRAWINGS

NUMBER RDX-210-03 RDX-220-05 RDX-225-01 RDX-230-01 RPM-011-06 RPM-100-11 RPM-110-07

Commonwealth of Kentucky DEPARTMENT OF HIGHWAYS

PLANS OF PROPOSED PROJECT

KY 2079 & KY 2401 INTERSECTION

MINI-ROUNDABOUT INSTALLATION CITY OF MIDDLESBORO, KENTUCKY

END CONSTRUCTION KY 2401 STA. 203+33.52

END CONSTRUCTION KY 2079 STA. 103+08.52

COUNTY OF BELL

ITEM NO. 11-9016.20

SHEET NO. R1

USER: bhicks DATE PLOTTED: January 7, 2022

BEGIN CONSTRUCTION KY 2079 STA. 100+91.49

BEGIN CONSTRUCTION KY 2401 STA. 201+16.50

DESIGN CRITERIA

CLASS OF HIGHWAY MAJOR COLLECTOR

TYPE OF TERRAIN LEVEL

DESIGN SPEED

35 MPH

REQUIRED NPSD

REQUIRED PSD

LEVEL OF SERVICE ADT KY 2079(2017) 3448 ADT KY 2401(2018) 2281

DHV

D % T % 9.812% (KY 2079)/5.675% (KY 2401)

GEOGRAPHIC COORDINATES

LATITUDE 36 DEGREES 36 LONGITUDE 83 DEGREES 43

MINUTES 13 SECONDS NORTH MINUTES 47 SECONDS WEST

KY 2079

DESIGNED

% RESTRICTED SD LEVEL OF SERVICE

LENGTH 217

LIN. FT.

ADDED DEDUCTED

FOR EQUALITIES NOT INCLUDED

RAILROAD CROSSINGS NO.

BRIDGES

MAX. DISTANCE W/O PASSING

KY 2401

MILES

LENGTH 217

LIN. FT.

ADDED LIN. FT.

DEDUCTED

FOR EQUALITIES NOT INCLUDED

LIN. FT. RAILROAD CROSSINGS NO. LIN. FT. BRIDGES

LAYOUT MAP

MILES

LENGTH

LIN. FT.

ADDED LIN. FT. DEDUCTED

FOR EQUALITIES NOT INCLUDED

LIN. FT. RAILROAD CROSSINGS NO.

LIN. FT. BRIDGES

MILES

LENGTH

LIN. FT.

ADDED LIN. FT. DEDUCTED

FOR EQUALITIES NOT INCLUDED

LIN. FT. RAILROAD CROSSINGS NO.

LIN. FT. BRIDGES

Commonwealth of Kentucky DEPARTMENT OF HIGHWAYS

COUNTY OF

BELL

ITEM NO.11-9016.20

PROJECT NUMBER:

MILES

LETTING DATE:

LIN. FT.

LIN. FT. LIN. FT.

RECOMMENDED BY:

PROJECT MANAGER

PLAN APPROVED BY:

STATE HIGHWAY ENGINEER

DATE: DATE:

166 PROSPEROUS PLACE SUITE 220 LEXINGTON, KY 40509 859.368.0145

1/7/2022

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TYPICAL SECTIONS

MATCH APPROACH

15' DRIVING LANE

2%

CL

15' - 17' MATCH EXISTING

DRIVING LANE

15' - 17' MATCH EXISTING

DRIVING LANE

CL

18.5' MOUNTABLE MEDIAN TYPE 3A

2

18.5' MOUNTABLE MEDIAN TYPE 3A

2

VARIES

GRADE POINT

VARIES

CENTER OF MINI-ROUNDABOUT KY 2079 (STA. 101+66 TO STA. 102+33) KY 2401 (STA. 201+66 TO STA. 202+33)

15' DRIVING LANE

2%

MATCH APPROACH

PAVEMENT OVERLAY

1.50" CL2 ASPH SURF

0.38D PG64-22 4

MATCH EX.

MATCH EX.

4

PAVEMENT OVERLAY 1.50" CL2 ASPH SURF 0.38D PG64-22

EXISTING PAVEMENT

KY 2079 STA. 100+56 TO STA. 100+91 STA. 103+08 TO STA. 103+43

0'- 0'1.5' 2.5'

12' - 15' DRIVING LANE

CL

1

0' - 6'

MOUNTABLE MEDIAN TYPE 3A

OR CROSS-HATCH MEDIAN

12' - 15' DRIVING LANE

0'- 0'2.5' 1.5'

0'- 0'1.5' 2.5'

12' - 16' DRIVING LANE

CL

1

0' - 8'

MOUNTABLE MEDIAN TYPE 3A

OR CROSS-HATCH MEDIAN

12' - 16' DRIVING LANE

0'- 0'2.5' 1.5'

PAVED SHOULDER

EARTH SHOULDER

EARTH SHOULDER

PAVED SHOULDER

2'

VAR. 1 4:1DES. 4:1DES.

DETAIL A

GRADE POINT MATCH EX.

LONGITUDINAL EDGE KEY

2

EXISTING PAVEMENT

GRADE POINT

2'

MATCH EX.

LONGITUDINAL EDGE KEY

VAR.

2:14 M: A1XD .ESIRABLE 1

DETAIL A

REMOVE 2' OF 2 3 EXISTING PAVEMENT.

KY 2401 STA. 201+16 TO STA. 201+46

REMOVE 2' OF

23

EXISTING PAVEMENT.

STA. 202+51 TO STA. 203+33

NOTES

COUNTY OF

1 SEE CROSS SECTIONS FOR FINAL SLOPES.

2 REMOVE EXISTING PAVEMENT BY SHOULDER MILLING-TRENCHING.

3 WIDTH OF PROPOSED PAVEMENT VARIES. SEE CROSS SECTIONS FOR DETAILS.

4 MILL 8 FT SHOULDER EDGE KEY TO MAINLINE FOR BOTH DIRECTIONS. QUANTITY INCLUDED IN THE SHOULDER MILLING/TRENCHING BID ITEM.

BELL

ITEM NO. 11-9016.20

SHEET NO. R2

3.50"

1.50"

1.50"

3.00"

3.00" 3.50"

1.50" CL2 ASPH SURF 0.38D PG64-22

3.00" CL2 ASPH BASE 1.00D PG64-22

3.50" CL2 ASPH BASE 1.00D PG64-22 8.00" DGA

DETAIL A

10"

9" STAMPED CONCRETE FOR TRUCK APRON

LIP CURB AND GUTTER

1.50" CL2 ASPH SURF 0.38D PG64-22 3.00" CL2 ASPH BASE 1.00D PG64-22 3.50" CL2 ASPH BASE 1.00D PG64-22 8.00"-10.00" DGA 8"

DETAIL B

4" TRAFFIC BOUND BASE

EARTH SHOULDER

EDGE OF GRAVEL

PAVED SHOULDER

EARTH SHOULDER

EARTH SHOULDER

PAVED SHOULDER

USER: bhicks DATE PLOTTED: January 7, 2022

2'

VAR. 1 4:1DES. 4:1DES.

DETAIL A

GRADE POINT MATCH EX.

LONGITUDINAL EDGE KEY

2

EXISTING PAVEMENT

GRADE POINT

2'

MATCH EX.

LONGITUDINAL EDGE KEY

VAR.

2:14 M: A1XD .ESIRABLE 1

DETAIL A

REMOVE 2' OF 2 3 EXISTING PAVEMENT.

KY 2079 STA. 100+91 TO STA. 101+37

REMOVE 2' OF

23

EXISTING PAVEMENT.

STA. 102+55 TO STA. 103+08

2' 2'-8.8' 2.75'

12' DRIVING LANE

CL 1

6' - 12' MOUNTABLE MEDIAN

TYPE 3A

12' DRIVING LANE

2.75' 2'-8.8' 2'

LIP CURB AND GUTTER VARIED WIDTH TRUCK APON

EARTH SHOULDER

EARTH SHOULDER VARIED WIDTH TRUCK APON LIP CURB AND GUTTER

2'

1 4:1DES. 4:1DES.

2%

DETAIL B

GRADE POINT MATCH EX.

LONGITUDINAL EDGE KEY

2

EXISTING PAVEMENT

GRADE POINT

2'

MATCH EX.

2%

LONGITUDINAL EDGE KEY

DETAIL B

2:14 M: A1XD .ESIRABLE 1

REMOVE 2' OF 2 3 EXISTING PAVEMENT.

KY 2079 STA. 101+37 TO STA. 101+66 STA. 102+33 TO STA. 102+55

REMOVE 2' OF

23

EXISTING PAVEMENT.

2' 2'-8.8' 2.75'

12' DRIVING LANE

CL 1

4' - 14' MOUNTABLE MEDIAN

TYPE 3A

12' DRIVING LANE

2.75' 2'-8.8' 2'

LIP CURB AND GUTTER VARIED WIDTH TRUCK APON

EARTH SHOULDER

EARTH SHOULDER VARIED WIDTH TRUCK APON LIP CURB AND GUTTER

2'

1 4:1DES. 4:1DES.

2%

DETAIL B

GRADE POINT MATCH EX.

LONGITUDINAL EDGE KEY

2

EXISTING PAVEMENT

GRADE POINT

2'

MATCH EX.

2%

LONGITUDINAL EDGE KEY

DETAIL B

2:14 M: A1XD .ESIRABLE 1

REMOVE 2' OF 2 3 EXISTING PAVEMENT.

KY 2401 STA. 201+46 TO STA. 201+66 STA. 202+33 TO STA. 202+51

REMOVE 2' OF

23

EXISTING PAVEMENT.

SCALE: NTS

GRAVEL ENTRANCE DETAIL

EDGE KEY

12"

PAVEMENT LAYERS SAME AS ADJACENT PVMT.

LONGITUDINAL EDGE KEY DETAIL

FULL-DEPTH PAVEMENT DESIGN

TRAFFIC LANES DENSE GRADED AGGREGATE CL2 ASPH BASE 1.00D PG64-22 CL2 ASPH BASE 1.00D PG64-22 CL2 ASPH SURF 0.38D PG64-22

8" DEPTH 3.50" DEPTH 3.00" DEPTH 1.50" DEPTH

GRAVEL ENTRANCE TRAFFIC BOUND BASE

4" DEPTH

KY 2079 AND KY 2401 MINI-ROUNDABOUT TYPICAL SECTION

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TOTAL PROJECT

TOTAL PROJECT

GENERAL SUMMARY

ITEM

DESCRIPTION

UNIT

1 20 190 212 301 356 1689 1787 1820 1947 2014 2159 2160 2200 2200 2483 2562 2569 2585 2650 2671 2701 2703 2704 2705 2706 2707 2708 2726 3262 5950 5952 5953 5963 5964 5985 5992 6406 6407 6410 6510 6542 6543 6569 6575 6575

DGA BASE TRAFFIC BOUND BASE LEVEL & WEDGING PG64-22 CL2 ASPH BASE 1.00D PG64-22 CL2 ASPH SURF 0.38D PG64-22 ASPHALT MATERIAL FOR TACK FLUME INLET TYPE 1 MOD REMOVE MANHOLE LIP CURB AND GUTTER MOUNTABLE MEDIAN TYPE 3A (STAMPED & DYED) BARRICADE - TYPE III TEMP DITCH CLEAN TEMP DITCH ROADWAY EXCAVATION ROADWAY EXCAVATION (TRENCHING) CHANNEL LINING CLASS II TEMPORARY SIGNS DEMOBILIZATION EDGE KEY MAINTAIN & CONTROL TRAFFIC PORTABLE CHANGEABLE MESSAGE SIGN TEMP SILT FENCE SILT TRAP TYPE A SILT TRAP TYPE B SILT TRAP TYPE C CLEAN SILT TRAP TYPE A CLEAN SILT TRAP TYPE B CLEAN SILT TRAP TYPE C STAKING CLEAN PIPE STRUCTURE EROSION CONTROL BLANKET TEMP MULCH TEMP SEEDING AND PROTECTION INITIAL FERTILIZER MAINTENANCE FERTILIZER SEEDING & PROTECTION AGRICULTURAL LIMESTONE SBM ALUM SHEET SIGNS .080 IN SBM ALUM SHEET SIGNS .125 IN STEEL POST TYPE 1 PAVE STRIPING-TEMP PAINT-4 IN PAVE STRIPING-THERMO-6 IN W PAVE STRIPING-THERMO-6 IN Y PAVE MARKING-THERMO CROSS-HATCH PAVE MARKING-THERMO COMB ARROW PAVE MARKING-THERMO COMB ARROW (SPECIAL - FISH HOOK)

16 1 1 1 1 1

45

2 2 2 3 3 3 3 3 3

TON TON TON TON TON TON EACH EACH

LF SQYD EACH

LF LF CUYD CUYD TON SQFT LS LF LS EACH LF EACH EACH EACH EACH EACH EACH LS EACH SQYD SQYD SQYD TON TON SQYD TON SQFT SQFT LF LF LF LF SQFT EACH EACH

529 5 30

134 128 0.8

1 1 297 247 2 220 110 142 450 2 791 1 116 1 2 220 1 1 1 1 1 1 1 1 79 1,291 968 0.1 0.1 78 0.1 213 15 278 1,740 886 870 279 4 4

ITEM

DESCRIPTION

15000 15090 15092 15113 20748ED 21289ED 21373ND 21596ND 21813NN 22520EN 23379EC 24631EC 24683ED 23131ER701

S BYPASS PUMPING S LATERAL SHORT SIDE 06 INCH S MANHOLE S PIPE PVC 10 INCH SHOULDER MILLING/TRENCHING LONGITUDINAL EDGE KEY REMOVE SIGN GMSS TYPE D (SURFACE MOUNT) REMOVE AND RELOCATE SHEET SIGNS PAVE MARKING-THERMO YIELD BAR-36 IN STAMPED CONCRETE (TRUCK APRON, STAMPED & DYED) BARCODE SIGN INVENTORY PAVE MARKING-THERMO DOTTED LANE EXTEN PIPELINE VIDEO INSPECTION

UNIT

1

2 2 2 3 45 2 3

EACH EACH EACH

LF SQYD

LF EACH EACH EACH

LF SQYD EACH

LF LF

1 5 2 270 527 714 2 4 1 44 143 72 77 270

COUNTY OF BELL

ITEM NO. 11-9016.20

SHEET NO. R2A

NOTES

1 QUANTITY CARRIED OVER FROM PAVING SUMMARY.

2 QUANTITY CARRIED OVER FROM SIGNING SUMMARY.

3 QUANTITIY CARRIED OVER FROM STRIPING SUMMARY.

4 STAMPED AND DYED MOUNTABLE MEDIAN TYPE 3A/TRUCK APRON IS TO BE AS FOLLOWS: STAMP = STONE OR EQUIVALENT APPROVED BY SECTION ENGINEER. COLOR = BAJA RED, 2-BAG (RG-2827R INTERSTAR) OR EQUIVALENT COLOR AS APPROVED BY SECTION ENGINEER. COLOR TO BE APPLIED THROUGHOUT CONCRETE, NOT ONLY AS SURFACE APPLICATION. FINISHING, TEXTURING, AND COLORING SHALL BE INCIDENTAL TO THE MOUNTABLE MEDIAN TYPE 3A.

5 PRE-CONSTRUCTION MOCK-UP: A MOCK-UP A MINIMUM OF 4 FEET BY 8 FEET SHALL BE BUILT AT A LOCATION DETERMINED BY THE ENGINEER PRIOR TO ANY MEDIAN CONSTRUCTION. THE MOCK-UP SHALL BE USED TO EXPERIMENT WITH THE STAMP PATTERN AND COLOR. THE APPROVED MOCK-UP SHALL SERVE AS A STANDARD OF ACCEPTANCE FOR ALL ADDITIONAL WORK. THE COST OF THIS MOCK-UP SHALL BE INCLUDED IN THE PRICE BID FOR MOUNTABLE MEDIAN TYPE 3A.

6 250 TONS OF ADDITIONAL DGA HAVE BEEN INCLUDED FOR POTENTIAL LEVEL & WEDGING REQUIRED FOR MAINTENANCE OF TRAFFIC.

USER: bhicks DATE PLOTTED: July 7, 2021

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KY 2079 AND KY 2401 MINI-ROUNDABOUT GENERAL SUMMARY

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ITEM

8" DGA BASE 10" DGA BASE TRAFFIC BOUND BASE LEVEL & WEDGING PG64-22 3.50" CL2 ASPH BASE 1.00D PG64-22 3.00" CL2 ASPH BASE 1.00D PG64-22 1.50" CL2 ASPH SURF 0.38D PG64-22 ASPHALT MATERIAL FOR TACK SHOULDER MILLING/TRENCHING

PAVING AREAS

KY 2079

KY 2401

S

Q

U

203 87 3 144 288 1,023 1,171 389

A

R

E

176 94 3 134 192 519 794 138

ENTRANCES

TOTAL PROJECT

Y

A

R

D

S

-

379

-

181

19

19

-

3

-

278

-

480

-

1,542

-

1,965

-

527

PAVING SUMMARY

ITEM

DESCRIPTION

UNIT

KY 2079

KY 2401

ENTRANCES

TOTAL PROJECT

1 20 190 212 301 356 20748ED

DGA BASE TRAFFIC BOUND BASE LEVEL & WEDGING PG64-22 CL2 ASPH BASE 1.00D PG64-22 CL2 ASPH SURF 0.38D PG64-22 ASPHALT MATERIAL FOR TACK SHOULDER MILLING/TRENCHING

1

TON

1

TON

3

TON

TON

TON

2

TON

SQYD

144 -

20 76 85 0.5 389

135 10 58 43 0.3 138

-

279

5

5

-

30

-

134

-

128

-

0.8

-

527

COUNTY OF BELL

ITEM NO. 11-9016.20

SHEET NO. R2B

NOTES

ALL ASPHALT MIXTURES SHALL BE ESTIMATED AT 110 LBS. PER SQ. YD. PER INCH OF DEPTH, UNLESS NOTED OTHERWISE.

1 ESTIMATED AT 115 LBS. PER SQ. YD. PER INCH OF DEPTH.

2 ESTIMATED AT 0.84 LBS. PER SQ. YD.

3 CALCULATED USING THE AVERAGE END AREA METHOD.

KY 2079 AND KY 2401 MINI-ROUNDABOUT PAVING SUMMARY

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GENERAL NOTES

CLEANING PAVEMENT BEFORE PLACING ANY HMA MIXTURE, THE SURFACE OF THE EXISTING PAVEMENT INCLUDING ALL CRACKS, JOINTS AND THE SURFACE OF THE NEW BASE AND LEVELING COURSES, SHALL BE THOROUGHLY CLEANED OF ALL DEBRIS AND DIRT. THIS WILL BE CONSIDERED INCIDENTAL TO ASPHALT SURFACING

DRIVEWAY APPROACHES MINOR GRADING OF DRIVEWAYS APPROACHES AND ALL SAW CUTS REQUIRED FOR ASPHALT AND CONCRETE DRIVEWAY APPROACHES WILL NOT BE PAID FOR SEPARATELY.

LANDSCAPING THE CONTRACTOR SHALL NOT DISTURB ANY LANSCAPING FEATURES PROTECTED BY FENCING OR LOCATED OUTSIDE OF THE SLOPE STAKE LIMITS. ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED DURING CONSTRUCTION WILL BE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR.

PARKING SPACES UNLESS AUTHORIZED BY THE PROPERTY OWNER/TENANT, THE CONTRACTOR SHALL NOT USE PARKING SPACES TO PARK PERSONAL VEHICLES, CONSTRUCTION EQUIPMENT, OR STOCKPILE MATERIALS.

OMISSIONS THE INFORMATION CONTAINED ON THESE DRAWINGS PERTAINING TO EXISTING CONDITIONS, SUCH AS BUT NOT LIMITED TO UTILITIES, TOPOGRAPHY, SUBSURFACE CONDITIONS, IS SOLELY AS THE BEST INFORMATION AVAILABLE AND ITS ACCURACY IS NOT GUARANTEED. THE USE OF THIS INFORMATION DOES NOT PROVIDE RELIEF FOR ANY RESPONSIBILITY FOR DAMAGES DUE TO ANY INACCURACIES.

OPEN EXCAVATIONS THE PLACEMENT OF PROTECTIVE FENCING MEETING OSHA STANDARDS IS REQUIRED AROUND ALL OPEN EXCAVATIONS. THIS WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED INCIDENTAL TO PIPE CULVERT.

ORDINANCES ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES, RULES AND REGULATIONS. CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS AND PAY PERMIT FEES FOR THE WORK OR CONFIRM REQUIRED PERMITS HAVE BEEN OBTAINED BY OTHERS PRIOR TO COMMENCING CONSTRUCTION.

PERMANENT TRAFFIC SIGNS THE CONTRACTOR SHALL PROVIDE THE KYTC AND THE CITY OF MIDDLESBORO WITH A MINIMUM OF 72 HOURS OF ADVANCE NOTICE PRIOR TO INSTALLING ANY PERMANENT TRAFFIC SIGNS.

PLAN DISCREPANCIES REFER PLAN DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION.

BEFORE YOU DIG THE CONTRACTOR IS INSTRUCTED TO CALL 1-800-752-6007 TO REACH KY 811, THE ONE-CALL SYSTEM FOR INFORMATION ON THE LOCATION OF EXISTING UNDERGROUND UTILITIES.THE CALL IS TO BE PLACED A MINIMUM OF TWO (2) AND NO MORE THAN TEN (10) BUSINESS DAYS PRIOR TO EXCAVATION. THE CONTRACTOR SHOULD BE AWARE THAT OWNERS OF UNDERGROUND FACILITIES ARE NOT REQUIRED TO BE MEMBERS OF THE KY 811 ONE-CALL BEFORE-U-DIG (BUD) SERVICE. THE CONTRACTOR MUST COORDINATE EXCAVATION WITH THE UTILITY OWNERS, INCLUDING THOSE WHOM DO NOT SUBSCRIBE TO KY 811. IT MAY BE NECESSARY FOR THE CONTRACTOR TO CONTACT THE COUNTY COURT CLERK TO DETERMINE WHAT UTILITY COMPANIES HAVE FACILITIES IN THE AREA.

CONTROL OF WORK THE RIGHT IS RESERVED BY THE DEPARTMENT TO HAVE OTHER WORK PERFORMED BY OTHER CONTRACTORS AND BY ITS OWN FORCES AND TO PERMIT PUBLIC UTILITY COMPANIES AND OTHERS TO DO WORK DURING THE CONSTRUCTION OF, AND WITHIN THE LIMITS OF OR ADJACENT TO, THE PROJECT. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS AND COOPERATE WITH SUCH OTHER PARTIES SO THAT INTERFERENCE WITH SUCH OTHER WORK WILL BE REDUCED TO A MINIMUM. THE CONTRACTOR SHALL AGREE, AND HEREBY DOES AGREE, TO MAKE NO CLAIMS AGAINST THE DEPARTMENT FOR ADDITIONAL COMPENSATION DUE TO DELAYS OR OTHER CONDITIONS CREATED BY THE OPERATIONS OF SUCH OTHER PARTIES. SHOULD A DIFFERENCE OF OPINION ARISE AS TO THE RIGHTS OF THE CONTRACTOR AND OTHERS WORKING WITHIN THE LIMITS OF OR ADJACENT TO THE PROJECT, THE ENGINEER WILL DECIDE AS TO THE RESPECTIVE RIGHTS OF THE VARIOUS PARTIES INVOLVED IN ORDER TO ASSURE THE COMPLETION OF THE DEPARTMENT'S WORK IN GENERAL HARMONY AND IN A SATISFACTORY MANNER AND HIS DECISION SHALL BE FINAL AND BINDING UPON THE CONTRACTOR.

STANDARD DRAWINGS STANDARD DRAWINGS ARE NOT ATTACHED TO THESE PLANS. A STANDARD DRAWING BOOK AND THE HEADWALL SUPPLEMENTAL BOOK MAY BE OBTAINED FROM THE POLICY SUPPORT BRANCH OF THE DEPARTMENT OF ADMINISTRATIVE SERVICES IN FRANKFORT, KY AT (502)564-3670.

ASPHALT PAVEMENT RIDE QUALITY PAVEMENT RIDEABILITY REQUIREMENTS, IN ACCORDANCE WITH SECTION 410 OF THE STANDARD SPECIFICATIONS, SHALL APPLY ON THIS PROJECT. CATEGORY B SHALL APPLY.

DEMOBILIZATION THE LUMP SUM BID ON THIS PROJECT SHALL INCLUDE PAYMENT IN FULL FOR DEMOBILIZATION.

PIPE AND DRAINAGE STRUCTURE REMOVAL

UNLESS OTHERWISE SPECIFIED IN THE PLANS, ALL EXISTING PIPE AND DRAINAGE STRUCTURES WITHIN THE CONSTRUCTION LIMITS AND NOT USED IN THE PROPOSED DRAINAGE SYSTEM ARE TO BE REMOVED AS SPECIFIED IN THE CURRENT EDITION OF THE KYTC STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

UPFRONT PIPE INSPECTION

PIPE INSPECTIONS ARE TO BE PERFORMED 30 DAYS PRIOR TO THE CONTRACTORS EXPECTED START DATE. ANY WORK DONE UNDER THE PROPOSED PAVEMENT IS TO BE DONE WITHIN THE NORMAL CONSTRUCTION PERIOD. ANY ADDITIONAL WORK OUTSIDE THE CONSTRUCTION LIMITS MAY BE COMPLETED AT A LATER TIME WITHOUT PENALTY.

SPRINKLERS

IF A SPRINKLER IS DAMAGED DURING WORK, THE CONTRACTOR SHALL CAP THE SYSTEM PIPE AND WITNESS THE LOCATION OF THE CAP WITH A WOODEN STAKE FOR THE PROPERTY OWNERS USE. THE CONTRACTOR SHALL PLACE THE SALVAGED SPRINKLER HEAD ON THE PROPERTY IT IS DISCOVERED. ANY MODIFICATION TO THE LAWN SPRINKLER SYSTEMS IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND IS NOT PART OF THIS CONTRACT. THIS IS CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING.

TRAFFIC CONTROL

PROVIDE CONTROL DEVICES IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC. MAINTAIN THESE DEVICES AT ALL TIMES DURING CONSTRUCTION. SIGNS SHALL BE IN PLACE PRIOR TO STARTING WORK.

TREES

PROTECT TREES TO REMAIN FROM DAMAGE DURING CONSTRUCTION.

UTILITIES

THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THE PLANS ARE TAKEN FROM THE BEST AVAILABLE DATA. THE CITY OF MIDDLESBORO AND THE KYTC WILL NOT BE RESPONSIBLE FOR ANY OMISION OR VARIATIONS FROM THE LOCATIONS SHOWN.

CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN A MANNER AS TO INSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. UTILITIES DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH THE AFFECTED UTILITY OWNERS REQUIREMENTS.

ALL PRIVATE UTILITY STRUCTURES WILL BE ADJUSTED TO GRADE BY THE OWNER OF THE FACILITY. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THREE (3) WORKING DAYS NOTICE PRIOR TO THE START OF SUCH WORK.

HAZARDOUS OR FLAMMABLE MATERIALS

THE CONTRACTOR IS ADVISED TO EXERCISE CAUTION IN HIS OPERATIONS IN AREAS WHERE PLANS INDICATE THE PRESENCE OF A GAS LINE OR OTHER LINES CARRYING HAZARDOUS MATERIAL.

REMOVAL MATERIALS

ALL REMOVED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR. CLEAN UP AND DISPOSE OF ALL EXCESS MATERIALS OFF SITE AT A LOCATION DESIGNATED FOR THE USE AND IN ACCORDANCE WITH THE LOCAL REGULATIONS OR AT AN ON SITE LOACTION DESIGNATED BY THE OWNER.

SIGNS

ALL SIGNS SHALL BE INSTALLED, REMOVED AND/OR SALVAGED ACCORDING TO THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND KYTC STANDARD SPECIFICATIONS FOR CONSTRUCTION. ALL SIGNS ON THE PLANS THAT DO NOT HAVE A RECOMMENDATION ARE TO BE RETAINED.

SIGN STAKING

STAKING FOR CONSTRUCTION SIGNS AND PERMANENT SIGNS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CITY OF MIDDLESBORO WILL REVIEW STAKING LOCATIONS PRIOR TO INSTALLATION.

PROPERTY OWNERS

PROPERTY OWNERS' NAMES, WHERE SHOWN ON THE PLANS, ARE FOR INFORMATION ONLY AND THEIR ACCURACY IS NOT GUARANTEED.

EROSION CONTROL NOTES

COUNTY OF BELL

ITEM NO. 11-9016.20

SHEET NO. R2C

ALL SILT CONTROL DEVICES SHALL BE SIZED TO RETAIN A VOLUME OF 3,600 CUBIC FEET PER DISTURBED CONTRIBUTING ACRE.

THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS TO MINIMIZE THE AMOUNT OF DISTURBED GROUND DURING EACH PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL COMPUTE THE VOLUME NECESSARY TO CONTROL SEDIMENT DURING EACH PHASE OF CONSTRUCTION. AS WORK PROCEEDS, SILT TRAPS MAY BE ADDED OR REMOVED IN ORDER TO ACHIEVE THE BEST MANAGEMENT PLAN. THE REQUIRED VOLUME AT EACH ADDED SILT TRAP SHALL BE COMPUTED AS UP GRADIENT CONTRIBUTING AREAS ARE DISTURBED OR ARE STABILIZED TO THE SATISFACTION OF THE ENGINEER. THE REQUIRED VOLUME CALCULATION FOR EACH SILT TRAP SHALL BE DETERMINED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER. THE REQUIRED VOLUME AT EACH SILT TRAP MAY BE REDUCED BY THE FOLLOWING AMOUNTS:

-

UP GRADIENT AREAS NOT DISTURBED (ACRES).

-

UP GRADIENT AREAS THAT HAVE BEEN RECLAIMED AND PROTECTED BY

EROSION CONTROL BLANKET OR OTHER GROUND PROTECTION MATERIAL SUCH AS

TEMPORARY MULCH.(ACRES).

-

THE USE OF TEMPORARY MULCH IS ENCOURAGED.

-

UP GRADIENT AREAS THAT HAVE BEEN PROTECTED BY SILT FENCE (ACRES).

AREAS PROTECTED BY SILT FENCE SHALL BE COMPUTED AT A MAXIMUM RATE

OF 100 SQUARE FOOT PER LINEAR FOOT OF SILT FENCE.

-

UP GRADIENT AREAS THAT HAVE BEEN PROTECTED BY SILT TRAPS (ACRES).

THE EROSION CONTROL PLAN SHALL BE ANNOTATED AS THE WORK PROCEEDS BY THE CONTRACTOR TO DETAIL THE SELECTION OF EACH EROSION CONTROL DEVICE USED AND THE VOLUME PROVIDED BY EACH SILT TRAP IN ACCORDANCE WITH THE DOCUMENTATION PROCEDURES ESTABLISHED BY THE DIVISION OF CONSTRUCTION.

IF A SILT BASIN IS NOT USED THEN ONE SILT TRAP TYPE A, ALTERNATE NUMBER 2 OR SILT TRAP TYPE B SHALL ALWAYS BE PLACED AT THE MOST REMOTE DOWNSTREAM COLLECTION POINT PRIOR TO DISCHARGING INTO A BLUE LINE STREAM OR ONTO AN ADJACENT PROPERTY OWNER. WHERE OVERLAND FLOW EXIST, A SILT FENCE OR OTHER FILTER DEVICES MAY BE USED OR THE OVERLAND FLOW MAY BE DIVERTED TO ONE OF THE AFOREMENTED SILT BASIN OR TRAPS.

THE EROSION CONTROL PLANS DO NOT CONSTITUTE A BMP BY THEMSELVES. THEY PROVIDE A STARTING POINT FOR THE CONTRACTOR AND SECTION ENGINEER TO DEVELOP THE BMP ACCORDING TO SECTION 213.03.01 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE SUPPLEMENTAL SPECS EFFECTIVE WITH THE OCTOBER, 2004 LETTING.

EROSION CONTROL MEASURES SHALL BE IN PLACE AND FUNCTIONING PRIOR TO ANY EXCAVATION OR DISTURBANCE WITHIN A DRAINAGE AREA.

THE CONTRACTOR SHALL BE REQUIRED TO CLEAN OUT (REMOVE SEDIMENT FROM) SILT TRAPS AND SILT FENCES WHENEVER THEY BECOME ONE- HALF FULL AND PROPERLY DISPOSE OF THE MATERIAL AT SITES APPROVED BY THE SECTION ENGINEER.

EROSION CONTROL MEASURES EMPLOYED BY THE CONTRACTOR WILL BE UNIQUE TO THE PROJECT AND WORK CONDITIONS AND SHALL BE APPROVED BY THE RESIDENT ENGINEER. THE DEVELOPMENT AND UTILIZATION OF THESE MEASURES WILL BE RECORDED AS PARTOF THE BMP, KEPT ON SITE, AND AVAILABLE FOR PUBLIC INSPECTION.

NOTE: ADDITIONAL EXCAVATION, GRADING, OR OTHER SOIL DISTURBING ACTIVITIES OUTSIDE THE DISTURB LIMITS AS SHOWN TO BE ADDRESSED BY THE CONTRACTOR. EROSION PREVENTION AND SEDIMENT CONTROLS FOR THOSE ACTIVITIES TO BE SHOWN ON LATER VERSIONS OF THE BMP KEPT ON SITE.

KY 2079 AND KY 2401 MINI-ROUNDABOUT GENERAL NOTES

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