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INDEX OF SHEETSCIVIL CONSTRUCTION PLANS

FOR

RIGHT OF WAY IMPROVEMENTS

CENSUS BLOCK 102.4

JACKSON STREET SIDEWALK

BOWLING GREEN, KY

LOCATION MAP

NOT TO SCALE

KYLE HUNT, P.E.

AMERICAN ENGINEERS, INC.

65 ABERDEEN DRIVE

GLASGOW, KENTUCKY 42141

(270) 651-7220

ENGINEER

JUSTIN FULLER, P.L.S.

AMERICAN ENGINEERS, INC.

2456 FORTUNE DRIVE

LEXINGTON, KENTUCKY 40509

(859) 263-0009

SURVEYOR

utility companies have facilities in the area.

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

LEGEND / ABBREVIATIONS

ABBREVIATIONS

A AREA

ALT ALTERNATE

AMP AMPERE

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

B/C BACK OF CURB

BIT BITUMINOUS PAVEMENT

BM BENCH MARK

C CONDUIT

CAL CALIPER

CB CATCH BASIN

CBI CURB BOX INLET

CFH CUBIC FEET PER HOUR

C.I. CURB ISLAND

CIR CIRCUIT

CONC CONCRETE

DIA DIAMETER

(E) EAST

E.I.F.S. EXTERIOR INSULATION FINISHING SYSTEM

EL. ELEV ELEVATION

EQ EQUIVALENT

ES END SECTION

ETC ETCETRA

FH FIRE HYDRANT

FF FINISHED FLOOR

FT² FOOT SQUARE

GND, GRD GROUND

GP GUTTER PAN

GPD GALLONS PER DAY

GPM GALLONS PER MINUTE

GV&BOX GATE VALVE AND BOX

HC HIGH CAPACITY

HD HEAVY DUTY

HEX

HT HEIGHT

IE INLET ELEVATION

INV INVERT

KVA KILAVOLT AMPERE

LBS POUNDS

LD LIGHT DUTY

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LG LARGE

MANUF MANUFACTURE

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MH MANHOLE

(N) NORTH

OC ON CENTER

OE OUTLET ELEVATION

OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATON

PC POINT OF CURVATURE

PE POLYETHYLENE

PH PHASE

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

R RADIUS

RCP REINFORCED CONCRETE PIPE

RE; REFERENCE

REQ'D REQUIRED

ROW RIGHT-OF-WAY

RW RETAINING WALL

(S) SOUTH

SAN SANITARY SEWER

SB SOIL BORING

SF, SQFT SQUARE FEET

SQ SQUARE

STM STORM SEWER

STRUC STRUCTURE

TC TOP OF CURB

TEL TELEPHONE

TP TOP OF PAVEMENT

TRNF TRANSFORMER

TS TOP OF SIDEWALK

TW TOP OF WALL

TYP TYPICAL

UC UTILITY CROSSING

UD UNDER DRAIN

W WIRE

(W) WEST

W/ WITH

WC WATER COLUMN

WTR WATER

WWF WELDED WIRE FABRIC

C-001 COVER SHEET

X X s

RIGHT OF WAY

PROPERTY LINE

EXISTING EASEMENT

EXISTING 1' CONTOUR

EXISTING 5' CONTOUR

EXISTING CONCRETE CURB

EXISTING OVERHEAD WIRES

EXISTING UNDERGROUND

ELECTRICAL LINE

EXISTING WATER LINE

EXISTING SANITARY SEWER

EXISTING GASLINE

EXISTING FENCE

EXISTING FIRE HYDRANTF.H.

BENCH MARK

EXISTING LIGHT POLE

EXISTING SANITARY SEWER

MANHOLE

EXISTING POWER POLE

EXISTING STRUCTURE

(AS NOTED)

WATER VALVE

DROP BOX INLET (DBI)

EXISTING TREE

EXISTING SIGN

EXISTING CONCRETE

EDGE OF PAVEMENT

WATER METER

EXISTING STORM SEWER

MANHOLE

GAS METER

( 2 LIGHTS )

DOWNSPOUT

TELEPHONE PEDESTAL

EXISTING TRANSFORMER PAD

EXISTING GRAVEL

EXISTING UNDERGROUND

TELEPHONE LINE

ADJOINING PROPERTY LINE

SPRINKLER HEAD

DS

EXISTING CLEANOUT

EXISTING GUY WIRE

CO

EXISTING BOLLARD

ELECTRIC JUNCTION BOX

B

EXISTING LANDSCAPED AREA

W/ DROP CURB

EXISTING STORM

LEGEND

MOST RECENT ISSUE DATE

LATEST REVISION NUMBER

FILLED IN CIRCLE INDICATES DRAWING

INCLUDED IN THIS DRAWING SET.

SHEET INDEX LEGEND

AGENCIES

C-100 PLAN STA. 10+00 - 15+00

C-002 GENERAL NOTES

REVISIONS

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CHECKED BY:

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DRAWN BY:

S. CARTER

C-101 PLAN STA. 15+00 - 24+00

BOWLING GREEN, WARREN COUNTY

PLANNING COMMISSION

922 STATE STREET

SUITE 200

BOWLING GREEN, KY 42101

TELEPHONE: 270-842-1953

ZONING

BUILDING PERMITS

NEIGHBORHOOD COMMUNITY SERVICES

707 E MAIN AVE.

BOWLING GREEN, KY 42101

TELEPHONE: 270-393-3000

GAS

ATMOS ENERGY

2850 RUSSELLVILLE ROAD

BOWLING GREEN, KY 42101

TELEPHONE: 270-843-3393

AT&T

1061 LOVERS LANE

BOWLING GREEN, KY 42103

TELEPHONE: 270-782-4811

TELEPHONE

BOWLING GREEN MUNICIPAL UTILITIES

801 CENTER ST.

BOWLING GREEN, KY 42101

TELEPHONE: 270-782-1200

ELECTRIC

BOWLING GREEN MUNICIPAL UTILITIES

801 CENTER ST.

BOWLING GREEN, KY 42101

TELEPHONE: 270-782-1200

WATER & SEWER

C-102 PLAN STA. 24+00 - 42+25

C-200 STANDARD DETAILS

10+00

11+00

12+00

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15+00 16+00

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24+00

30+00

31+00 31+78 40+00

41+00

+0

BID NO. 2025-

AutoCAD SHX Text

BEFORE YOU DIG

AutoCAD SHX Text 01/16/25

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AutoCAD SHX Text huntk31 Rectangle huntk31 Text Box

BID NO. 2026-42

EROSION CONTROL NOTES

GRADING AND DRAINAGE NOTES

GENERAL NOTES

1. AS A MINIMUM, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

CONSTRUCTED AND MAINTAINED ACCORDING TO THE STANDARDS AS

REQUIRED BY STATE AND FEDERAL LAWS.

2. A COPY OF THE APPROVED EROSION PREVENTION AND SEDIMENT

CONTROL PLANS SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL

TIMES. THIS COPY SHALL BE PRESENTED TO CITY OF BOWLING GREEN'S

REPRESENTATIVES UPON REQUEST.

3. PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN ANY AREA NOT ON

THE APPROVED EROSION AND SEDIMENT CONTROL PLAN, THE

CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN

TO THE CITY OF BOWLING GREEN FOR REVIEW AND APPROVAL.

4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED

PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. THE

CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL EROSION CONTROL

MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS

DETERMINED BY THE CITY OF BOWLING GREEN.

5. DURING DEWATERING OPERATIONS, WATER MUST BE PUMPED THROUGH

AN APPROVED FILTERING DEVICE. THE CITY OF BOWLING GREEN MAY

SUSPEND DEWATERING OPERATIONS IF POLLUTION IS OBSERVED.

6. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL

DEVICES AT LEAST ONCE EVERY WEEK AND AT LEAST ONCE PER DAY

DURING RAINFALL EVENTS. THE CONTRACTOR SHALL PERFORM ANY

REQUIRED REPAIRS OR MAINTENANCE IMMEDIATELY IN ORDER TO ENSURE

EFFECTIVE EROSION AND SEDIMENT CONTROL.

7. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTIONS AND

MAINTENANCE ACTIVITIES AT THE PROJECT SITE. THIS RECORD SHALL BE

MADE AVAILABLE TO THE CITY OF BOWLING GREEN UPON REQUEST.

8. EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED IN

ACCORDANCE WITH THE CITY OF BOWLING GREEN BEST MANAGEMENT

PRACTICES MANUAL FOR EROSION PREVENTION AND SEDIMENT CONTROL.

THE DEVICES SHOWN ON THE DRAWINGS REPRESENT THE MINIMUM

REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL DEVICES AS

FIELD CONDITIONS REQUIRE.

9. INSPECTION, REPAIR, AND MAINTENANCE OF STRUCTURES IS TO BE

PERFORMED ON A REGULAR BASIS AND SEDIMENT SHALL BE REMOVED

FROM SEDIMENT CONTROL STRUCTURES WHEN THE DESIGN CAPACITY HAS

REACHED FIFTY PERCENT (50%). DURING SEDIMENT REMOVAL, THE

CONTRACTOR SHALL TAKE CARE TO ENSURE THAT STRUCTURAL

COMPONENTS OF EPSC STRUCTURES ARE NOT DAMAGED. IF DAMAGE

DOES OCCUR, THE CONTRACTOR SHALL REPAIR THE STRUCTURE AT THEIR

OWN EXPENSE.

10. THE CONTRACTOR SHALL PROTECT EXISTING OUTFALL POINTS (I.E.

DRAINAGE STRUCTURES, DRYWELLS, SINKHOLES, ETC.) FROM SEDIMENT

DEPOSITION THAT MAY OCCUR DUE TO LAND DISTURBANCE ACTIVITIES.

THE PROTECTIVE MEASURES SHALL INCLUDE THOSE SHOWN ON THE PLANS

AND ADDITIONAL MEASURES AS DEEMED NECESSARY BY THE PROJECT

ENGINEER.

11. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A PROACTIVE METHOD

TO PREVENT THE OFF-SITE MIGRATION OR DEPOSIT OF SEDIMENT ON

ROADWAYS USED BY THE GENERAL PUBLIC. IF SEDIMENT ESCAPES THE

PROJECT AREA, OFF-SITE ACCUMULATIONS OF SEDIMENT THAT HAVE NOT

REACHED A STORM WATER OUTFALL MUST BE REMOVED TO PREVENT IT

FROM REACHING A STORM SEWER SYSTEM OR OUTFALL DURING THE

NEXT RAIN EVENT AND/OR SO IT DOES NOT POSE A SAFETY HAZARD TO

USERS OF PUBLIC STREETS. ARRANGEMENTS CONCERNING REMOVAL OF

SEDIMENT ON ADJOINING PROPERTY MUST BE SETTLED WITH THE

ADJOINING PROPERTY OWNER BEFORE REMOVAL OF SEDIMENT.

12. OUTFALL POINTS MUST BE INSPECTED TO ASCERTAIN WHETHER EPSC

MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO

SURROUNDING WATERS. WHERE DISCHARGE LOCATIONS ARE

INACCESSIBLE, NEARBY DOWNSTREAM LOCATIONS MUST BE INSPECTED.

LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE

INSPECTED FOR EVIDENCE OF OFF-SITE ROADWAY SEDIMENT TRACKING.

13. ALL UNPAVED AREAS TO RECEIVE A MINIMUM OF 6" TOPSOIL, SEED,

MULCHED AND WATERED AS NECESSARY TO PROVIDE SUBSTANTIAL GRASS

COVER.

14. TEMPORARY SEEDING

WHEN ROUGH GRADED AREAS ARE TO BE LEFT UNDISTURBED FOR 21 DAYS

OR MORE, TEMPORARY SEEDING WILL BE REQUIRED. THE AREA SHOULD

HAVE LIME AND FERTILIZER APPLIED AS NEEDED AND IT SHOULD BE

WORKED INTO THE SOIL WITH A DISK OR HARROW TO A DEPTH OF 2 INCHES.

SEED SHOULD BE APPLIED AND WORKED INTO THE SOIL TO A DEPTH OF 1/4"

TO 1/2". THE CHART BELOW SHOWS THE RECOMMENDED SEEDING RATES.

15. MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS IN THE 14.

CONSTRUCTION LIMITS RECEIVING PERMANENT SEEDING (I.E. ANY

DISTURBED AREA NOT STABILIZED WITH PAVEMENT OR SIDEWALK). THE

MULCH SHALL CONSIST OF EITHER BLOWN STRAW APPLIED AT A RATE OF 1

1/2 TONS/ACRE OR HYDRAULIC MULCH APPLIED AT A RATE OF 1 1/2 TO 2

TONS/ACRE. ANY AREAS THAT REQUIRE ADDITIONAL STABILIZATION SUCH

AS STEEP SLOPES, DITCH CHANNELS AND STORM SEWER OUTLETS ARE

SHOWN ON THE PLANS WITH THE PARTICULAR STABILIZATION MEASURE TO

BE APPLIED.

UTILITY NOTES

1. ALL MATERIALS AND PLACEMENT METHODS UTILIZED FOR ASPHALT

PAVEMENT AND CONCRETE ON THE PROJECT SHALL ADHERE TO KENTUCKY

TRANSPORTATION CABINET STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION, LATEST EDITION AND TO THE THICKNESS SHOWN

ON THE PLANS.

2. THE CONTRACTOR WILL BE RESPONSIBLE FOR ADJUSTING ALL EXISTING

MANHOLES AND UTILITY VALVES IN THE PROJECT AREAS TO THE PROPOSED

FINAL ELEVATIONS.

3. PROPER COMPACTION OF THE ASPHALT PAVEMENT WILL BE CRITICAL.

ENSURE THAT SUFFICIENT MATERIAL IS PLACED TO ALLOW FOR PROPER

COMPACTION AT THE JOINTS.

4. ALL PAVING OPERATIONS ON THE MAINLINE SHALL BE PERFORMED IN THE

DIRECTION OF THE CENTERLINE. PAVING TRANSVERSE TO THE MAINLINE IS

PROHIBITED.

5. THE FINAL SURFACE ELEVATION TOLERANCES OF THE ASPHALT PAVEMENT

SHALL ADHERE TO THE REQUIREMENTS SPECIFIED IN THE KENTUCKY

TRANSPORTATION CABINET STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION, LATEST EDITION.

1. THE SITE SHALL BE CLEARED AND GRUBBED WITHIN THE

LIMITS OF EXCAVATION. COMPLETELY DISPOSE OF ALL

MATERIALS RESULTING FROM CLEARING AND GRUBBING

OFF-SITE. BURNING IS NOT PERMITTED IN THE PROJECT AREA.

2. AREAS THAT EXHIBIT WEAK SOIL OR OTHERWISE UNSUITABLE

CONDITIONS SHALL BE UNDERCUT TO A FIRM LEVEL OF SOIL

FOLLOWED BY BACKFILLING THE UNDERCUT AREAS USING AN

ENGINEERED FILL OR APPROVED STONE.

3. FILL SHALL BE SATISFACTORY MATERIAL FREE FROM ROOTS AND

OTHER ORGANIC MATERIAL, FROZEN MATERIAL, AND TRASH. FILL

MATERIAL SHALL ALSO BE FREE OF STONES LARGER THAN 6 INCHES IN

DIAMETER.

4. UNSATISFACTORY SOILS INCLUDE MATERIALS THAT ARE TOO WET OR

TOO SOFT, EXPANSIVE SOILS (PLASTICITY INDEX GREATER THAN OR

EQUAL TO 30), AND SOILS CLASSIFIED AS PT, OH, AND OL.

5. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS OR POND

ON-SITE. PROVIDE NECESSARY MEASURES TO KEEP THE SITE

FREE-DRAINING.

6. SUITABLE FILL MATERIAL SHALL BE PLACED IN MAXIMUM 8-INCH (LOOSE

THICKNESS) VERTICAL LIFTS, WITH EACH LIFT BEING COMPACTED TO A

MINIMUM OF 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY

DENSITY, AT A MOISTURE CONTENT WITHIN 2 PERCENT OF OPTIMUM.

THE COMPACTION REQUIREMENT MAY BE REDUCED TO 95 PERCENT IN

PROPOSED PAVED AREAS, AND TO 92 PERCENT IN PROPOSED

LANDSCAPE AREAS. WETTING OR DRYING OF THE SOILS MAY BE

NECESSARY TO ACHIEVE A MOISTURE CONTENT SUITABLE FOR

COMPACTION. REPRESENTATIVE AND ADEQUATE FIELD DENSITY

TESTING SHALL BE PERFORMED BY INDEPENDENT TESTING AGENCY

PROVIDED BY OWNER TO VERIFY THAT COMPACTION REQUIREMENTS

HAVE BEEN MET.

7. STONE BASES SHOULD BE COMPACTED TO A DENSITY SATISFACTORY

TO ENGINEER, TYPICALLY 84% OF SOLID VOLUME OR BY TEST STRIP

METHODS.

8. INSTALL STORM SEWER PIPE AND DRAINAGE STRUCTURES TO MEET

THE REQUIREMENTS OF THE KENTUCKY TRANSPORTATION CABINET

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, LATEST EDITION.

9. ALL STORM SEWER PIPE LOCATED IN RIGHT-OF-WAY SHALL BE CLASS III

REINFORCED CONCRETE PIPE WITH RUBBER GASKET JOINTS. THE

RUBBER GASKETS SHALL MEET THE REQUIREMENTS OF AASHTO M 315.

10. THE CONTRACTOR SHALL VERIFY POSITIVE FLOW FOR ALL STORM

SEWER SYSTEMS. DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER IMMEDIATELY

11. TRENCH DESIGN AND SAFETY FOR PIPELINE CONSTRUCTION IS

SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL

CONFORM TO ALL LOCAL, STATE, AND OSHA REQUIREMENTS.

12. THE CONTRACTOR SHALL SHAPE DITCHES TO THE SPECIFIED

DESIGN AS SHOWN IN THE PLANS. THIS WORK WILL NOT BE MEASURED

AND PAID FOR DIRECTLY, BUT WILL BE CONSIDERED A

PORTION OF THE EXCAVATION COST.

PAVEMENT PLACEMENT AND REPLACEMENT NOTES

REVISIONS

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DATE:

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1. NOTHING IN THE GENERAL NOTES SHALL RELIEVE THE CONTRACTOR FROM

HIS RESPONSIBILITIES TOWARD THE SAFETY AND CONVENIENCE OF THE

GENERAL PUBLIC AND THE RESIDENTS AND BUSINESS OWNERS ALONG THE

PROPOSED CONSTRUCTION AREA.

2. THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO PROVIDING

PEDESTRIAN SAFETY DURING THE DURATION OF THE PROJECT.

APPROPRIATE MEASURES SUCH AS BARRICADES AND FENCING SHALL BE

PROVIDED IN TO PROTECT PEDESTRIANS FROM OPEN EXCAVATIONS

DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOBSITE SAFETY AND

EFFICIENCY OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE

EQUIPMENT AND CONSTRUCTION METHODS AND PROCEDURES WHICH

ENSURE A SAFE WORKPLACE.

4. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ENSURING THAT ALL REQUIRED PERMITS AND

APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION

SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY

REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL

PERMITTING AUTHORITIES.

5. THE CONTRACTOR SHALL KEEP CONSTRUCTION WASTE AND RUBBISH

GENERATED BY CONSTRUCTION ACTIVITIES MINIMIZED AND WITHIN THE

LIMITS OF CONSTRUCTION. ALL CONSTRUCTION WASTE SHALL BE REMOVED

DAILY FROM THE JOBSITE.

6. ALL CONSTRUCTION ACTIVITIES MUST BE IN ACCORDANCE WITH CITY OF

BOWLING GREEN CODES AND ORDINANCES.

7. IN THE CASE OF CONFLICT BETWEEN THIS DRAWING AND ANY OTHER

DRAWING AND/ OR SPECIFICATIONS, THE ENGINEER SHALL BE IMMEDIATELY

NOTIFIED FOR CLARIFICATION.

8. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL REQUIRED

CONSTRUCTION TESTING AND INSPECTION COORDINATION AND FEES.

9. THE CONTRACTOR SHOULD EXERCISE EXTREME CAUTION WHEN

OPERATING EQUIPMENT AROUND EXISTING OVERHEAD ELECTRIC LINES.

BGMU ELECTRIC DIVISION PERSONNEL SHOULD BE CONTACTED PRIOR TO

BEGINNING WORK IN THIS AREA SO THAT APPROPRIATE PROTECTIVE

MEASURES CAN BE TAKEN.

10. ALL PAVEMENT MARKINGS INCLUDING STRIPES, DIRECTIONAL ARROWS,

ETC., MUST BE THERMOPLASTIC.

11. THE LOCATION OF UNDERGROUND UTILITIES ARE BASED ON MARKINGS AND

INFORMATION PROVIDED BY THE RESPECTIVE UTILITY AND SHOULD BE

CONSIDERED APPROXIMATE. PRIOR TO BEGINNING WORK THE EXACT

LOCATION OF UNDERGROUND UTILITIES SHOULD BE DETERMINED AND

CHECKED FOR CONFLICTS WITH ANY PROPOSED CONSTRUCTION. THE

CONTRACTOR SHOULD CONTACT KY 811 (BUD) AT '811' OR '1-800-752-6007' A

MINIMUM OF 48 HOURS PRIOR TO BEGINNING EXCAVATION.

1. THE CONTRACTOR SHALL PREPARE MAINTENANCE OF TRAFFIC PLANS TO

BE REVIEWED BY THE PUBLIC WORKS DEPARTMENT PRIOR TO

CONSTRUCTION. ALL MAINTENANCE OF TRAFFIC PLANS SHALL DETAIL THE

SEQUENCE IN WHICH STREET RECONSTRUCTION WILL TAKE PLACE AS

WELL AS EXPECTED DURATIONS FOR EACH PHASE OF CONSTRUCTION. AN

EMPHASIS SHALL BE PLACED ON MINIMIZING THE AMOUNT OF ROAD

CLOSURE NECESSARY TO COMPLETE THE PROJECT.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT THE

APPROVED MAINTENANCE OF TRAFFIC PLANS AND TO MAKE APPROPRIATE

ADJUSTMENTS AS FIELD DETERMINED. THE SAFETY AND CONVENIENCE OF

THE GENERAL PUBLIC AND THE RESIDENTS ALONG THE PROPOSED

CONSTRUCTION AREA SHALL BE PARAMOUNT IN THESE AND ALL OTHER

RELATED ACTIVITIES.

3. ALL TRAFFIC CONTROL DEVICES AND ACTIVITIES SHALL BE IN COMPLETE

ACCORDANCE WITH THE CURRENT EDITIONS OF THE "MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES" (MUTCD) AND THE STANDARD DRAWINGS AND

SPECIFICATIONS OF THE KENTUCKY TRANSPORTATION CABINET.

4. ADVANCED WARNING SIGNS SHALL NOT BE DISPLAYED MORE THAN

FORTY-EIGHT (48) HOURS BEFORE PHYSICAL CONSTRUCTION BEGINS.

SIGNS MAY BE ERECTED UP TO ONE WEEK BEFORE NEEDED, IF THE SIGN

FACE IS FULLY COVERED.

5. IF THE CONTRACTOR MOVES OFF THE PROJECT, HE SHALL COVER OR

REMOVE ALL UNNEEDED SIGNS AS DIRECTED BY THE ENGINEER. COSTS OF

REMOVAL, COVERING, AND REINSTALLING SIGNS SHALL NOT BE MEASURED

AND PAID FOR SEPARATELY, BUT ALL COSTS SHALL BE INCLUDED IN THE

LUMP SUM PRICE BID FOR TRAFFIC CONTROL.

6. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL RESTORE THE

ROADWAY TO SAFE DRIVABLE CONDITIONS AND EITHER ELIMINATE ANY

DIFFERENCE IN ELEVATION BETWEEN THE TRAVELED WAY AND THE

CONSTRUCTION AREA OR PROTECT THE DROP-OFFS WITH TEMPORARY

CONCRETE BARRIER WALL OR OTHER APPROVED DEVICES.

7. TRAFFIC CONTROL DEVICES SHALL NOT BE DISPLAYED OR ERECTED

UNLESS RELATED CONDITIONS ARE PRESENT NECESSITATING WARNING.

8. A LONG TERM BUT SPORADIC USE WARNING SIGN, SUCH AS A FLAGGER

SIGN, MAY REMAIN IN PLACE WHEN NOT REQUIRED PROVIDED THE SIGN

FACE IS FULLY COVERED.

9. SIGNS MOUNTED TO TYPE III BARRICADES SHALL BE MOUNTED ABOVE THE

BARRICADE.

10. USE OF BARRICADES, PORTABLE BARRIER RAILS, VERTICAL PANELS, AND

DRUMS SHALL BE LIMITED TO THE IMMEDIATE AREAS OF CONSTRUCTION

WHERE A HAZARD IS PRESENT. THESE DEVICES SHALL NOT BE STORED

ALONG THE ROADWAY WITHIN TEN (10) FEET OF THE EDGE OF THE

TRAVELED WAY BEFORE OR AFTER USE. THESE DEVICES SHALL BE

REMOVED FROM THE CONSTRUCTION WORK ZONE WHEN THE ENGINEER

DETERMINES THEY ARE NO LONGER NEEDED. WHERE THERE IS

INSUFFICIENT RIGHT-OF-WAY TO PROVIDE FOR THIS REQUIRED SETBACK,

THE CONTRACTOR SHALL DETERMINE ALTERNATE LOCATIONS AND

REQUEST THE ENGINEER'S APPROVAL TO USE THEM.

11. REMOVE CONFLICTING PAVEMENT MARKING AS REQUIRED IN ACCORDANCE

WITH MUTCD AND THE KENTUCKY TRANSPORTATION CABINET GUIDELINES.

12. THE CONTRACTOR SHALL NOT BE PERMITTED TO PARK ANY VEHICLES OR

CONSTRUCTION EQUIPMENT DURING PERIODS OF INACTIVITY, WITHIN TEN

(10) FEET OF THE EDGE OF PAVEMENT WHEN THE LANE IS OPEN TO

TRAFFIC, WITHOUT THE ENGINEER'S SPECIFIC APPROVAL FOR SUCH

PARKING.

13. ENTRANCES SERVING PRIVATE PROPERTIES SHALL BE MAINTAINED IN

ACCORDANCE WITH THE KENTUCKY TRANSPORTATION CABINET STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. INGRESS AND

EGRESS SHALL BE MAINTAINED FOR ALL PRIVATE, PUBLIC AND

COMMERCIAL ENTRANCES AT ALL TIMES.

14. SHOULD THERE BE A NEED TO TEMPORARILY CLOSE THE ROADWAY TO

COMPLETE A PORTION OF THE WORK, THE TIMING SHALL BE COORDINATED

BY THE CONTRACTOR WITH THE CITY OF BOWLING GREEN TO PROVIDE AT

LEAST TWENTY FOUR (24) HOURS NOTICE TO ADJACENT PROPERTY

OWNERS.

15. THE CONTRACTOR SHALL UTILIZE A MINIMUM OF TWO FLAGGERS ON THE

PROJECT ANYTIME TWO-WAY TRAFFIC IS RESTRICTED TO ONE LANE.

16. PROVISION SHALL BE MADE AT ALL TIMES TO EXPEDITE THE MOVEMENT OF

EMERGENCY VEHICLES THROUGH THE WORK AREA.

17. THE CONTRACTOR SHALL MAINTAIN MAIL DELIVERY SERVICE TO EACH

PROPERTY DURING THE DURATION OF THE PROJECT. IF MAILBOXES ARE

MOVED OR INACCESSIBLE TO USPS DELVIERY, THE CONTRACTOR SHALL

PROVIDE A TEMPORARY LOCATION DURING CONSTRUCTION. THE

CONTRACTOR BE RESPONSIBLE FOR RESETTING MAILBOXES IN A

PERMANENT LOCATION AS DIRECTED THE ENGINEER.

MAINTENANCE OF TRAFFIC NOTES

1. WATERLINE RELOCATIONS SHOULD BE PERFORMED IN ACCORDANCE WITH

BOWLING GREEN MUNICIPAL UTILITY'S (BGMU) 'WATER AND SEWER SYSTEM

IMPROVEMENT SPECIFICATIONS', LATEST EDITION.

2. IF DURING THE COURSE OF STORM SEWER INSTALLATION CONFLICTS

BETWEEN A PROPOSED STORM SEWER LINE AND AN EXISTING WATERLINE

ARE DISCOVERED, THE WATERLINE SHALL BE RELOCATED BY INSTALLING

VERTICAL BENDS AS REQUIRED BY THE UTILITY TO PROVIDE CLEARANCE

BETWEEN THE TWO UTILITIES.

3. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE SCHEDULED WITH

BGMU A MINIMUM OF 48 HOURS IN ADVANCE. BGMU MAY REQUIRE

CONNECTIONS TO EXISTING LINES BE PERFORMED DURING OFF PEAK

PERIODS OR AT NIGHT.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL FITTINGS REQUIRED FOR

FLUSHING AND TESTING ON NEW LINES AND CONNECTIONS.

5. THE EXISTING SANITARY SEWER SERVICE LINE LOCATIONS SHOWN ON THE

PLANS ARE BASED ON AVAILABLE SYSTEM INFORMATION PROVIDED BY

BGMU AND ARE TO BE CONSIDERED APPROXIMATE. PRIOR TO STORM

SEWER INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH BGMU

PERSONNEL TO VERIFY THE EXISTENCE AND LOCATION OF THE SEWER

SERVICES. IF CONFLICTS EXIST, THE SERVICE SHALL BE RELOCATED PER

BGMU REQUIREMENTS AND SHALL BE PAID FOR BY THE APPROVED UNIT

PRICE. SERVICES DAMAGED BY THE CONTRACTOR WITHOUT VERIFICATION

AND COORDINATION WITH BGMU SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

6. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL EXISTING UTILITY

FEATURES (SANITARY SEWER MANHOLES, TELEPHONE MANHOLES, WATER

MAIN VALVE BOXES, GAS LINE VALVES, ETC.) TO THE PROPOSED FINAL

GRADES IN PAVED AREAS. THIS WORK WILL BE CONSIDERED INCIDENTAL

TO CONSTRUCTION AND WILL NOT BE PAID FOR SEPARATELY.

R/W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

DISTURB LIMITS

DISTURB LIMITS

STA. 9+92 BEGIN

CONSTRUCTION

123 L.F. STRIPING BGKY

STANDARD CROSSWALK

PERPENDICULAR

HANDICAP RAMP

REMOVE TREE

STA. 14+75

PROPOSED 30' ENTRANCERELOCATE SIGN

BETWEEN SIDEWALK

AND EDGE OF PVMT.

DO NOT DISTURB UTILITY

POLE; SIDEWALK GUY

INSTALLED BY OTHERS

DEMO EXISTING

CONCRETE ENTRANCE

A

A

BETWEEN STA. 10+00 - 13+20

APPROX. 60 C.Y. EMBANKMENT

5.

0'

5.0'

7.

0'

63.6'

Point Northing Easting Elevation Description

1 1886593.63 1435163.08 460.40 IRON PIN CAP SET

2 1887143.66 1436669.80 472.34 IRON PIN CAP SET

3 1886892.32 1435949.05 451.44 IRON PIN CAP SET

TEMP. ESMT.

TEMP. ESMT.

TEMP. ESMT.

+0

+0

+0

+0

+0

+0

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TYPICAL SECTIONS

SECTION A-A

STA. 9+92 TO STA. 16+26

SECTION D-D

STA. 30+00 TO STA. 42+25

SECTION C-C

STA. 22+70 TO STA. 23+50

SECTION B-B

STA. 20+00 TO STA. 22+70

STA. 23+50 TO STA. 24+83

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

OUR LORD'S TEMPLE CHURCH SIGN

AutoCAD SHX Text s

AutoCAD SHX Text M.H.1

AutoCAD SHX Text M.H.2

AutoCAD SHX Text M.H.3

AutoCAD SHX Text

SPEED LIMIT SIGN

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

DBI W/ 12" RCP RIM.456.55' I.E.454.15'

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PRESTON AVENUE

AutoCAD SHX Text

CP1

AutoCAD SHX Text s

AutoCAD SHX Text s

AutoCAD SHX Text

WEST AVENUE

AutoCAD SHX Text

DBI W/ 12" RCP RIM.456.54' I.E.454.06'

AutoCAD SHX Text

CHURCH - OUR LORD'S TEMPLE DB 481 PG 243

AutoCAD SHX Text

HOUCHENS INDUSTRIES INC. DB 475 PG 153

AutoCAD SHX Text

CONTROL POINT TABLE

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VARIES

AutoCAD SHX Text

EXISTING PAVEMENT

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EDGE OF

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PAVEMENT

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2%%% MAX

AutoCAD SHX Text 5'

AutoCAD SHX Text

4:1 MAX

AutoCAD SHX Text 2" D.G.A.

AutoCAD SHX Text

4" PROPOSED SIDEWALK

AutoCAD SHX Text

4:1 MAX

AutoCAD SHX Text

EXIST. DITCH DEPTH VARIES

AutoCAD SHX Text

EXISTING PAVEMENT

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EXISTING CURB & GUTTERGUTTER

AutoCAD SHX Text

UTIL. STRIP

AutoCAD SHX Text

2%%% MAX

AutoCAD SHX Text

4:1 MAX

AutoCAD SHX Text 2" D.G.A.

AutoCAD SHX Text

4" PROPOSED SIDEWALK

AutoCAD SHX Text

2%%% MAX. SLOPE

AutoCAD SHX Text

4:1 MAX

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EDGE OF

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PAVEMENT

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2%%% MAX

AutoCAD SHX Text 5'

AutoCAD SHX Text

4:1 MAX

AutoCAD SHX Text 2" D.G.A.

AutoCAD SHX Text

4" PROPOSED SIDEWALK

AutoCAD SHX Text

4:1 MAX

AutoCAD SHX Text

UTIL. STRIP 2% MAX. SLOPE

AutoCAD SHX Text 2'

AutoCAD SHX Text

EXISTING PAVEMENT

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EDGE OF

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PAVEMENT

AutoCAD SHX Text

2%%% MAX

AutoCAD SHX Text 5'

AutoCAD SHX Text

4:1 MAX

AutoCAD SHX Text 2" D.G.A.

AutoCAD SHX Text

4" PROPOSED SIDEWALK

AutoCAD SHX Text

4:1 MAX

AutoCAD SHX Text

UTIL. STRIP 2% MAX. SLOPE

AutoCAD SHX Text

EDGE OF

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PAVEMENT

AutoCAD SHX Text 2'

AutoCAD SHX Text 5'

AutoCAD SHX Text 2'

AutoCAD SHX Text

(SOD)

AutoCAD SHX Text

(SOD)

AutoCAD SHX Text

(SOD)

huntk31 Rectangle huntk31 Text Box

TREE REMOVED

BY OTHERS

huntk31 Snapshot huntk31 Text Box

REMOVE

TREE

R/W R/W R/W R/W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

PL

PL

PL

PL

PL

PL PL PL PL PL PL PL PL PL

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W

R

/W R

/W R

/W R

/W R

/W R

/W R

/W R

/W R

/W

DISTURB LIMIT

R10.0'

DISTURB LIMIT DISTURB LIMIT

REMOVE METAL

POST

PARALLEL HANDICAP RAMP

PARALLEL HANDICAP RAMP

R1

3.

0'

RELOCATE STOPSIGN

BETWEEN SIDEWALK

AND EDGE OF PVMT RELOCATE BUS STOP SIGN

BB

C

C

B

B

10.0'

5.

0'

5.

0'

STA. 16+26 END

CONSTRUCTION; PROVIDE 10'

WIDTH FOR PROP. GREENWAY

STA. 20+00 TIE INTO

EXISTING 4' SIDEWALK

DO NOT DISTURB

EXIST. CURB INLET

EX

IS

TI

N

G P

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M

. E

SM

T.

PERMANENT ESMT.

TEMP. ESMT.

TEMP. ESMT. TEMP. ESMT.

+0

+0

16+26 20+00 21

+0

+0

+0

+0

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AutoCAD SHX Text M.H.4

AutoCAD SHX Text M.H.5

AutoCAD SHX Text

METAL SIGN

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STOP SIGN

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STOP SIGN

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BUS STOP SIGN

AutoCAD SHX Text

JACKSON STREET

AutoCAD SHX Text

CHURCH STREET

AutoCAD SHX Text

CP3

AutoCAD SHX Text

DBI W/ 12" RCP RIM.453.91 I.E.451.22

AutoCAD SHX Text s

AutoCAD SHX Text s

AutoCAD SHX Text

HOUCHENS INDUSTRIES INC. DB 475 PG 153

AutoCAD SHX Text

HOUCHENS INDUSTRIES INC. DB 506 PG 713

F.H.

F.H.

PLPLPLPLPLPLPLPL

PLPLPLPLPLPLPLPL

PL PL PL PL PL PL PL PL

PL

PL

PL

PL

PL

PL

PL

PL

PL PL PL PL PL PL PL PL PL

PL

PL

PL

PL

PL

PL

PL

PL

PLPL

PL

PL

PL

PL

PL

PL

PL

PL

PL PL

R /W

R /W

R /W

R /W

R /W

R /W

R/W R/W R/W R/W R/W R/W R/W R/W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R/WR/WR/WR/WR/WR/WR/W

R/WR/WR/W

DISTURB LIMIT DISTURB LIMIT

TIE INTO EXISTING SIDEWALK

7.

1'

DO NOT DISTURB

EXIST. INLET DO NOT DISTURB

UTILITY POLE

REMOVE TREE

PERPENDICULAR

HANDICAP RAMPS

RELOCATE STOP SIGN

REMOVE TREE

REMOVE TREE

REMOVE TREE

DO NOT DISTURB

EXIST. FENCE

CAUTION

UNDERGROUND

UTILITIES

RELOCATE GUY WIRES.

COORDINATE WITH

UTILITY CO.

RAISE WATER

VALVE CAP

TO GRADED

D

120 L.F. STRIPING BGKY

STANDARD CROSSWALK

100 L.F. STRIPING BGKY

STANDARD CROSSWALK

DO NOT

DISTURB FIRE

HYDRANT

GRADE DITCH TO DRAIN

TO EXISTING INLET

INSTALL 12 L.F. STOP BAR

REMOVE EXISTING

DO NOT DISTURB

EXISTING HEADWALL

DO NOT DISTURB

EXISTING HEADWALL

INSTALL 10 L.F. STOP BAR

REMOVE EXISTING

R

.0

R

.0 '5.0'

5.

0'

5.

0'

12.2'

13.2'

9.

8'

REMOVE EXISTING LANDSCAPING

TEMP. ESMT.

PERM. ESMT.

TEMP. ESMT.

PERM. ESMT.

+0

+8

+0

+0

+7

+0

+0

+0

+2

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AutoCAD SHX Text

GRATE W/ 6" METAL PIPE T.G.458.25 I.E.448.80

AutoCAD SHX Text

DBI W/ 12" RCP RIM.458.17 I.E.455.65

AutoCAD SHX Text

DELAFIELD AVENUE

AutoCAD SHX Text

RAVEN AVENUE

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

16" CMP JACKSON ST. 462.99'

AutoCAD SHX Text

16" CMP JACKSON ST. 460.97'

AutoCAD SHX Text

12" RCP DELAFIELD ST. 461.77'

AutoCAD SHX Text

12" RCP DELAFIELD ST. 463.37'

AutoCAD SHX Text

RITA GAIL HIBBETT DB 1261 PG 182

AutoCAD SHX Text

LAWRENCE WHITE DB 921 PG 954

AutoCAD SHX Text

KARINA'S & SONS DB 1261 PG 138

AutoCAD SHX Text

MARY C. HUNTER DB 685 PG 478

AutoCAD SHX Text

MARY E. BOYINGTON DB 943 PG 571

AutoCAD SHX Text

JOSE RIVAS DB 1051 PG 677

DEBORAH BUFORD DB 585 PG 620

DEMO 510 S.Y. CONCRETE

PAVEMENT

TIE CURB INTO EXISTING

TIE CURB INTO EXISTING

SAW CUT PAVEMENT AND

PROVIDE 1/2" EXPANSION JOINT

+25.70 40.58'

+56.74 15.18'

+68.91 15.06'

+58.64 15.60'

+39.64 40.72'

+69.39 15.07'

+37.68 41.08' +23.54

40.13'

+30.52 0.00'

165 L.F. CROSSWALK STRIPING

DETECTABLE WARNING STRIP

DETECTABLE WARNING STRIP

1+00

2+00

RE-SOD GRASS AREAS DISTURBED

BY PAVEMENT DEMOLITION

2% 2%

EXISTING SIDEWALK

AND UTILITY STRIP

15.0'

6" D.G.A.

15.0'

EXISTING ENTRANCE

MATCH EXISTING CURB TIE IN

10" CONCRETE

PAVEMENT

PROVIDE SEPARATE CURB & GUTTER

FROM PAVEMENT (1.5 FT. GUTTER PAN)

-SEE ROLL CURB & GUTTER DETAIL

BGKY STANDARD

ROLL CURB AND GUTTER - MODIFIED

2.0'2.0'

REVISIONS

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1. CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 4000 P.S.I.WITH A MODULUS OF

RUPTURE (MR) OF 650 P.S.I.

2. PROVIDE 1/2" EXPANSION JOINT SPACING WITH #5 BARS AT 18" EACH WAY (HEAVY

BROOM FINISH).

3. PROVIDE 1/4" SAWN CONTROL JOINTS @ AT 20' MAX SPACING..

4. SOIL SUBGRADE SHOULD BE COMPACTED TO A MINIMUM OF 95% STANDARD

PROCTOR DRY DENSITY ACCORDING TO ASTM D-698.

5. CONSTRUCTION JOINTS SHALL USE 18" #4 REBAR DOWELED CONNECTION SPACED

AT 18" O.C..

6. AN EVAPORATION RETARDANT SHALL BE USED DURING FINISHING.

7. PROVIDE 1/2" EXPANSION JOINT AROUND EXISTING CURB INLETS.

8. PROVIDE 1/2" EXPANSION JOINT AROUND EXISTING SANITARY SEWER MANHOLES.

NOTES

TRAFFIC LANES

PAVEMENT SCHEDULE

10.00" CONCRETE PAVEMENT

6.00" DENSE GRADED AGGREGATE

TYPICAL ROAD SECTION

STA. 1+30 TO STA. 2+69

BEAUTY AVE - SUMMARY OF QUANTITES

ITEM DESCRIPTION UNIT TOTAL

1 STONE BAG INLET PROTECTION EA 2

2 SODDING SY 80

3 REMOVE PAVEMENT SY 510

4 CONCRETE PAVEMENT (10 INCH CONC. / 6 INCH DGA) SY 510

5 BGKY STANDARD ROLL CURB & GUTTER - MODIFIED LF 302

6 DETECTABLE WARNING SF 28

7 CLOSE ROADWAY LS 1

8 BGKY LADDER STYLE CROSSWALK STRIPING LF 165

9 PREFORMED THERMO PLASTIC STOP BAR 24 INCH LF 12

NOTES

1. ALL ROAD CLOSURE SIGNS ARE INCLUDED IN ITEM 7.

2. APPLY 3 INCH BLACK BORDER PER CROSSWALK DETAIL.

3. GUTTER MODIFIED TO 10 INCH THICKNESS TO MATCH CONCRETE PAVEMENT SECTION.

AutoCAD SHX Text s

AutoCAD SHX Text

STORM MANHOLE RIM.: 474.77 I.E.: 469.44

AutoCAD SHX Text

SANITARY MANHOLE RIM.: 474.87 I.E.: 471.84 I.E.: 462.78 O.E.: 462.64

AutoCAD SHX Text

CURB BOX INLET RIM.: 474.92 O.E.: 470.92

AutoCAD SHX Text

CURB BOX INLET RIM.: 474.91 O.E.: 470.33

AutoCAD SHX Text

BEAUTY AVENUE

AutoCAD SHX Text

DOUBLE SPRINGS ROAD

6" MIN. TO 2' MAX.

DENSE GRADED AGGREGATE (2" MIN.)

WIDTH VARIES 5' TYP.

1/4" PER FOOT (MAX. CROSS-SLOPE) TOWARD STREET

4"

"U" CHANNEL

POST

FINISHED

GRADE

GRADE

LINE

UPPER

POSTDRIVEN

POST

48" TYP.

3'-0"

MINIMUM

"U" CHANNEL

POST

4"Ø SCH 40

PVC SLEEVE

FILL SPACE

BETWEEN POST

AND SLEEVE

W/#9M STONE

APPLY SILICONE RUBBER

JOINT SEALANT FLUSH WITH

SIDEWALK TO PROVIDE

A WEATHER-RESISTANT SEAL

UPPER POST

(2 lb/ft)

LOWER POST

(3 lb/ft)

PROPOSED CONCRETE

SIDEWALK

SIGN AS SPECIFIED

5'-0"

4"

2"

6"

BACKSIDE CURB

5'-0"1:12 MAX. 1:12 MAX.

MIN.

1:48 MAX.

MIN.

EXPANSION JOINT5'-0"

1:48 MAX.

MIN.

6"

2'-0"

1:12 MAX.

EXPANSION JOINT

4'-0"

5'-0"

4" 6'-0"

5'-0" 5'-0"

4"

4'-0"

TOP LANDING

MIN.

5'-0" 5'-0"

2"

6"

1:10 MAX. 1:10 MAX.

1:48 MAX. 1:12 MAX.

1:10 MAX. 1:10 MAX.MIN.

BEGIN 1:12 TAPER

BEGIN 1:12

TAPER

4"

JOINT

EXPANSION

MIN.

TYP.

6" MIN. TO 2' MAX.

5'-0"

TYP. SIDEWALK

2'-0" TYP.

BUFFER STRIP

HIGH SIDE DRIVEWAY WIDTH VARIES LOW SIDE

HIGH SIDE LOW SIDE

1- 1/

2"

6"

DRIVEWAY

VA

R

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X X1' 1' 1'1'

5'-0"

TYP. SIDEWALK

WIDTH VARIES

SEE PLAN SHEETS

5' DRIVEWAY WIDTH VARIES 5'

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EXISTING PAVEMENT

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CURB AND

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

%%UCURB AND GUTTER STREET

AutoCAD SHX Text

%%UREPAIR METHOD #2

AutoCAD SHX Text D.G.A.

AutoCAD SHX Text

PROPOSED OVERLAY (DEPTH VARIES)

AutoCAD SHX Text

K-DOT CLASS "A" CONC.

AutoCAD SHX Text

(8" MIN. DEPTH)

AutoCAD SHX Text

APPLY BOND BREAKER

AutoCAD SHX Text

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AutoCAD SHX Text 24"

AutoCAD SHX Text 16"

AutoCAD SHX Text

AutoCAD SHX Text

%%UNOTES

AutoCAD SHX Text

TYPICAL SECTION

AutoCAD SHX Text

%%UMODIFIED ROLL CURB AND GUTTER

AutoCAD SHX Text

1/2" PER FOOT

AutoCAD SHX Text 1 ALL CONCRETE SHALL BE K.D.O.T. CLASS "A" CONCRETE. EXPANSION JOINT ARE REQUIRED AT A MINIMUM OF 50' INTERVALS. CONTRACTION JOINTS ARE REQUIRED OF A MINIMUM OF 10' INTERVALS. 2 2" MINIMUM LIFT OF COMPACTED DENSE GRADE AGGREGATE 3 EXPANSION JOINT SHALL BE USED WHEN SIDEWALK/DRIVE ENTRANCE IS FLUSH TO BACK OF CURB.

AutoCAD SHX Text 10"

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SLOPE 3:1 MAXIMUM (CUT)

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SLOPE 3:1 MAXIMUM (FILL)

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(TYPICAL SECTION)

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%%USIDEWALK DETAIL

AutoCAD SHX Text 5' - 0"

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%%UNOTES

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2" COMPACTED DENSE GRADED AGGREGATE

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CONCRETE.

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ALL CONCRETE SHALL BE K.D.O.T. CLASS "A"

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DENSE GRADED AGGREGATE SHALL BE

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COMPACTED PRIOR TO PLACEMENT OF

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CONTRACTION JOINTS SHALL BE PLACED AT

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FIVE (5) FOOT INTERVALS.

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EXPANSION JOINTS SHALL BE PLACED AT

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FIFTY (50) FOOT INTERVALS AND ALONG

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ALL EDGES BUTTED NEXT TO FIXED OBJECTS.

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MAXIMUM SLOPE ACROSS UTILITY STRIP SHALL

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BE AS NOTED ON PLAN SHEETS

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REPLACE TO NEXT JOINT

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*SEE PLANS FOR VARIATION

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TO TYPICAL

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%%UASPHALT KEY-IN

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TYPICAL SECTION

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DEPTH OF 1.5"

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EXISTING PAVEMENT

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%%UNOTES

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1. "KEY-IN" SHALL BE REQUIRED AT BEGINNING, END, AND ALL APPROACHES OF PROPOSED OVERLAY SURFACE. 2. "KEY-IN" SHALL NOT BE A BID ITEM BUT CONSIDERED AS AN INCIDENTAL EXPENSE TO PROPOSED OVERLAY.

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PROPOSED OVERLAY

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ALL CONCRETE SHALL BE K.D.O.T. "A" 3,500 PSI

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%%UNOTES

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%%UDRIVE ENTRANCE PROFILE (SIDEWALK, CURB & GUTTER)

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4" COMPACTED DGA

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1/4" PER FOOT

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1/2" EXPANSION JOINT

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MAX (+) G1

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MAX (-) G1

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APRON

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DRIVE ENTRANCE MAXIMUM GRADES*

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%%UCONDITION A

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MAX (-) G2

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MAX (+) G2

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%%UDRIVE ENTRANCE PROFILE (CURB & GUTTER ONLY)

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MAX (+) G1

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MAX (-) G1

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%%UCONDITION B

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MAX (-) G2

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MAX (+) G2

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%%UDRIVE ENTRANCE PROFILE (SHOULDER ONLY)

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MAX (+) G1

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MAX (-) G1

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%%UCONDITION C

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MAX (-) G2

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MAX (+) G2

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MAXIMUM WIDTH

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MINIMUM WIDTH

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AutoCAD SHX Text 24'

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RESIDENTIAL

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MINOR COMM.

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MAJOR COMM.

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AutoCAD SHX Text 40'

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INDUSTRIAL

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EDGE OF PAVEMENT SHALL BE 5' FROM PROPERTY LINE.

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DRIVE ENTRANCE STANDARDS TABLE

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CONDITION

AutoCAD SHX Text G2**

AutoCAD SHX Text D1

AutoCAD SHX Text 12%

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AutoCAD SHX Text 10%

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AutoCAD SHX Text 5%

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AutoCAD SHX Text 15%

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6" CONCRETE

AutoCAD SHX Text ALL CONSTRUCTION SHALL BE COMPLETED IN FULL COMPLIANCE WTIH THE AMERICANS WITH DISABILITIES ACT ("ADA') AND ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD, FEDERAL REGISTER 36CFR PARTS 1190 AND 1191, ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.

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DRIVEWAY WIDTH REQUIREMENTS WILL DEPEND ON DRIVEWAY TYPE (SEE TABLE ABOVE).

AutoCAD SHX Text D.G.A. (DENSE GRADED AGGREGATE) BASE SHALL BE COMPACTED PRIOR TO PLACEMENT OF CONCRETE

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A 1/2" EXPANSION JOINT IS REQUIRED IF DRIVEWAY MATERIAL IS CONCRETE.

AutoCAD SHX Text *MAXIMUM GRADES ARE CONSIDERED TO BE THE AVERAGE GRADE WITHIN THE SPECIFIED DISTANCE. GRADES APPLY ONLY TO ENTRANCES ADJACENT TO ROADWAYS CLASSIFED AS LOCALS OR COLLECTORS.

AutoCAD SHX Text **FOR DRVEWAYS ADJACENT TO ROADWAYS CLASSIFIED AS LOCAL. ONLY. USE 8% FOR COLLECTOR. G2 IS ONLY A RECOMMENDED MAXIMUM, NOT A REQUIREMENT AS IS G1.

AutoCAD SHX Text LOCATION, SPACING, AND NUMBER OF DRIVE ENTRANCES SHALL COMPLY WITH BOWLING GREEN ACCESS MANAGEMENT GUIDELINES.

AutoCAD SHX Text SPECIAL RESTRICTIONS APPLY TO DRIVE ENTRANCES LOCATED ON CORNER LOTS (SEE ACCESS MANAGEMENT GUIDELINES).

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2' MIN.

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7' MIN.

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 1 WHEN POSTS ARE TO BE SET IN A CONCRETE AREA, INSTALL A 4" DIA. SCH 40 PVC SLEEVE IN THE CONCRETE SLAB TO ALLOW FOR FUTURE REMOVAL OF THE SIGN POST.

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TOP VIEW

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SIDE ELEVATION

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TRAFFIC DIRECTION

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TRAFFIC DIRECTION

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GENERAL NOTES

AutoCAD SHX Text TWO (2) 5/16" X 2" HEX HEAD CAP SCREWS, TWO (2) ROUND WASHERS, TWO (2) LOCK WASHERS AND TWO HEX HEAD NUTS (ASTM A307).

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%%UTYPICAL SIGN INSTALLATION DETAIL

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%%UPLAN VIEW

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SAW CUT

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MIN 2" D.G.A.

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%%USECTION B-B

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%%USECTION A-A

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1:48 MAX.

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CONC. SIDEWALK

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MIN 2" D.G.A.

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DIAGONAL VERSION

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HIGHSIDE RAMP

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1:12 MAX.

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LANDING

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1:48 MAX.

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LOWSIDE RAMP

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1:12 MAX.

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NOTE: USE TWO RAMPS AT EACH CROSSING

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ON LARGE RADIUS CURVES

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LANDING

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LONGITUDINAL STREET PITCH

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RAMP

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1:12 MAX.

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BACKSIDE CURB

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1:12 MAX.

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RAMP

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STREET PITCH

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RAMP LENGTH (1:12)

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LOW SIDE HIGH SIDE

AutoCAD SHX Text 1% 5'-6" 7'-2"

AutoCAD SHX Text 2% 5'-0" 8'-4"

AutoCAD SHX Text 3% 4'-6" 10'-0"

AutoCAD SHX Text 4% 4'-2" 12'-6"

AutoCAD SHX Text 5% 3'-10" 16'-8"

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CURB & GUTTER

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(5' TYP.)

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PARALLEL VERSION

AutoCAD SHX Text A

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LONGITUDINAL STREET PITCH

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1:12 MAX.

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HIGHSIDE RAMP

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1:48 MAX.

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LANDING

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1:12 MAX.

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LOWSIDE RAMP

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PARALLEL VERSION

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W/UTILITY STRIP

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MAX.

AutoCAD SHX Text 1:12

AutoCAD SHX Text C

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%%USECTION C-C

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MIN 2" D.G.A.

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CONC. SIDEWALK

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(5' TYP.)

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(2' TYP.)

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CURB & GUTTER

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UTILITY STRIP

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BACKSIDE CURB

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DETECTABLE WARNING PLATES SHALL BE INSTALLED TO MEET ADA REQUIREMENTS.

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MIN 2" D.G.A.

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%%USECTION A-A

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%%USECTION B-B

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HANDICAPPED

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ACCESS

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%%USECTION C-C

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UTILITY STRIP

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CONC. SIDEWALK

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CURB AND GUTTER

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ACCESS

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HANDICAPPED

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(2' TYP)

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1:12 MAX.

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RAMP

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CONC. SIDEWALK

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MIN 2" D.G.A.

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MIN 2" D.G.A.

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SIDE FLARE

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1:10 MAX.

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1:12 MAX.

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LANDING

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1:48 MAX.

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AutoCAD SHX Text C

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1:10 MAX.

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SIDE FLARE

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LANDING

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1:48 MAX.

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HANDICAPPED

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ACCESS

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RAMP

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1:12 MAX.

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SIDE FLARE

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SIDE FLARE

AutoCAD SHX Text C

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(10' MIN.)

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1:10 MAX.

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1:10 MAX.

AutoCAD SHX Text DETECTABLE WARNING PLATES SHALL BE INSTALLED TO MEET ADA REQUIREMENTS. ADA SOLUTIONS, INC., CAST IN PLACE, BRICK RED PLATES SHALL BE UTILIZED UNLESS WRITTEN APPROVAL FOR SUBSTITUTION IS GIVEN BY THE CITY OF BOWLING GREEN

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HANDICAPPED

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ACCESS

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RAMP

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1:12 MAX.

AutoCAD SHX Text B

AutoCAD SHX Text B

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DIAGONAL VERSION

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NOTE: USE TWO RAMPS AT EACH CROSSING

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ON LARGE RADIUS CURVES

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PERPENDICULAR

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PERPENDICULAR VERSION

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W/UTILITY STRIP

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VERSION

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

TYP. CONTROL

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JOINTS

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TYP. CONTROL

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JOINT

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EXISTING PAVEMENT

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CURB AND

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GUTTER

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%%UCURB AND GUTTER STREET

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%%UREPAIR METHOD #1

AutoCAD SHX Text D.G.A.

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APPLY BOND BREAKER

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1.5" SURFACE

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SAW CUT

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KYTC CLASS "A" CONC. (8"MIN. DEPTH)

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DRIVE ENTRANCE

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%%UCURB PROFILE

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RAMP

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1:12 MAX.

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1:12 MAX.

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RAMP

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RAMP

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1:48 MAX.

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1:48 MAX.

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SIDEWALK

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SIDEWALK

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1:48 MAX.

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1:12 MAX.

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1:12 MAX.

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TOP OF CURB

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GUTTER

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EXP. JOINT

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EXP. JOINT

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EXP. JOINT

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%%UPLAN VIEW

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1:12 MAX.

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1:12 MAX.

AutoCAD SHX Text NOTE: RAMPS AND ENTANCE SECTIONS SHALL BE CONSTRUCTED WITH 6" CONCRETE AND 4" COMPACTED DENSE GRADE AGGREGATE (MIN.)

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%%UDRIVE ENTRANCE DETAILS

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ASPHALT STREET REPAIR (N.T.S.)

AutoCAD SHX Text D.G.A.

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EXISTING ASPHALT PAVEMENT

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BEDDING AND BACKFILL AS

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PER UTILITY STANDARDS

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%%UNOTES

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1. ALL STREET CUTS SHALL BE SQUARED AT

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90%%D ANGLES

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BE CUT OUT AND REPAIRED

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CONSTRUCTION, TRAFFIC, OR WEATHER SHALL ALSO

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2. ANY DAMAGE TO ADJACENT AREA CAUSED BY

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X = TRENCH WIDTH

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FLOWABLE FILL OR

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(VARIES)

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%%UASPHALT PAVEMENT

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1. ALL CUTS WHICH ARE THREE FEET OR LESS FROM

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EDGE OF STREET SHALL INCLUDE THIS DISTANCE

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2. TACK OIL SHALL BE APPLIED TO ALL SURFACES

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THAT CONTACT NEW ASPHALT AT A RATE OF 0.05

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TO 0.10 GALLONS PER SQUARE YARD

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%%UCONSTRUCTION PROCEDURE

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1. CUT & EXCAVATE PAVEMENT

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2. INSTALL & BED PIPE

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3. BACKFILL TRENCH WITH FLOWABLE FILL OR

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NUMBER 57 STONE

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4. CUT & EXCAVATE PAVEMENT 1' BEYOND

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EDGES OF TRENCH

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5. CUT & EXCAVATE SURFACE 1' ADDITIONAL

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DOWN TO ASPHALT BASE

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6. COMPACT EXISTING DGA AND SUPPLEMENT

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AS NECESSARY

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7. PAVE & COMPACT WITH BITUMINOUS ASPHALT

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BASE TO WITHIN 1.5" BELOW STREET GRADE

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8. PAVE & COMPACT WITH 1.5" BITUMINOUS

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ASPHALT SURFACE FLUSH WITH ADJACENT

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PAVEMENT SURFACE

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NO. 57 STONE

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TYPICAL SECTION

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FINAL REPAIR SECTION

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SEE PAGE 8 "PAVEMENT DESIGN" DETAIL FOR

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AREAS GREATER THAN 2' IN WIDTH

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EDGE OF PAVEMENT

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DRIVEWAY ENTRANCE WITH CURB & GUTTER

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DRIVE ENTRANCE

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GRADE TO DRAIN

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AS NOTED

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SIDEWALK

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SIDEWALK

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AS NOTED

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EXP. JOINT

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EXP. JOINT

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EDGE OF PAVEMENT

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NOTED ON PLAN SHEETS

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SEE PLAN SHEETS

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MATCH EXIST.

18"