5-PEDIGO PARK - SEPAK TAKRAW COURT PLAN SET 5-4-26.pdf

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PLANNING AND DESIGN

PUBLIC WORKS

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PROJECT NO. 2026-58

MAYOR

TODD ALCOTT JEFF MEISEL

CITY MANAGER

CITY COMMISSIONERS

CARLOS BAILEY

DANA BEASLEY-BROWN

MELINDA HILL

SUE PARRIGIN

P.O. BOX 430

BOWLING GREEN, KY 42102

270/393-3628

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VICINITY MAP

CONTENTS

1. COVER SHEET

2. STANDARD NOTES

3. PLAN SHEET

4-5. DETAIL SHEETS

PEDIGO PARK

SEPAK TAKRAW COURT

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PROJECT LOCATION

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1. THE CONTRACTOR SHALL PREPARE MAINTENANCE OF TRAFFIC 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 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 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 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 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 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 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 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 SIGNS MOUNTED TO TYPE III BARRICADES SHALL BE MOUNTED ABOVE THE BARRICADE. 10. USE OF BARRICADES, PORTABLE BARRIER RAILS, VERTICAL 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 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 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 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 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 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 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 THE CONTRACTOR SHALL MAINTAIN MAIL DELIVERY SERVICE TO EACH PROPERTY DURING THE DURATION OF THE PROJECT. IF MAILBOXES ARE MOVED OR INACCESSIBLE TO USPS DELIVERY, THE CONTRACTOR SHALL PROVIDE A TEMPORARY LOCATION DURING CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR RESETTING MAILBOXES IN A PERMANENT LOCATION AS DIRECTED THE ENGINEER.

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GRADING AND DRAINAGE NOTES

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6. INSTALL STORM SEWER PIPE AND DRAINAGE STRUCTURES TO INSTALL STORM SEWER PIPE AND DRAINAGE STRUCTURES TO STORM SEWER PIPE AND DRAINAGE STRUCTURES TO STORM SEWER PIPE AND DRAINAGE STRUCTURES TO SEWER PIPE AND DRAINAGE STRUCTURES TO SEWER PIPE AND DRAINAGE STRUCTURES TO PIPE AND DRAINAGE STRUCTURES TO PIPE AND DRAINAGE STRUCTURES TO AND DRAINAGE STRUCTURES TO AND DRAINAGE STRUCTURES TO DRAINAGE STRUCTURES TO DRAINAGE STRUCTURES TO STRUCTURES TO STRUCTURES TO TO TO MEET THE REQUIREMENTS OF THE CITY OF BOWLING GREEN PUBLIC WORKS DEPARTMENT AND THE KENTUCKY TRANSPORTATION CABINET STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 7. ALL STORM SEWER PIPE SHALL BE CLASS III REINFORCED ALL STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE WITH RUBBER GASKETED JOINTS. THE RUBBER GASKETS SHALL MEET THE REQUIREMENTS OF AASHTO M 315. 8. TRENCH DESIGN AND SAFETY FOR PIPELINE CONSTRUCTION IS TRENCH DESIGN AND SAFETY FOR PIPELINE CONSTRUCTION IS DESIGN AND SAFETY FOR PIPELINE CONSTRUCTION IS DESIGN AND SAFETY FOR PIPELINE CONSTRUCTION IS AND SAFETY FOR PIPELINE CONSTRUCTION IS AND SAFETY FOR PIPELINE CONSTRUCTION IS SAFETY FOR PIPELINE CONSTRUCTION IS SAFETY FOR PIPELINE CONSTRUCTION IS FOR PIPELINE CONSTRUCTION IS FOR PIPELINE CONSTRUCTION IS PIPELINE CONSTRUCTION IS PIPELINE CONSTRUCTION IS CONSTRUCTION IS CONSTRUCTION IS IS IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL RESPONSIBILITY OF THE CONTRACTOR AND SHALL RESPONSIBILITY OF THE CONTRACTOR AND SHALL OF THE CONTRACTOR AND SHALL OF THE CONTRACTOR AND SHALL THE CONTRACTOR AND SHALL THE CONTRACTOR AND SHALL CONTRACTOR AND SHALL CONTRACTOR AND SHALL AND SHALL AND SHALL SHALL SHALL CONFORM TO ALL LOCAL, STATE, AND OSHA REQUIREMENTS. 9. THE CONTRACTOR SHALL SHAPE DITCHES TO THE SPECIFIED 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.

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1. NOTHING IN THE GENERAL NOTES SHALL RELIEVE THE 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 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 TO PROTECT PEDESTRIANS FROM OPEN EXCAVATIONS DURING CONSTRUCTION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOBSITE 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. THE CONTRACTOR SHALL KEEP CONSTRUCTION WASTE AND 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. 5. ALL CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH ALL CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH CITY OF BOWLING GREEN CODES AND ORDINANCES. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL REQUIRED THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL REQUIRED CONSTRUCTION TESTING AND INSPECTION COORDINATION AND FEES. 7. THE CONTRACTOR SHOULD EXERCISE EXTREME CAUTION WHEN THE CONTRACTOR SHOULD EXERCISE EXTREME CAUTION WHEN OPERATING EQUIPMENT AROUND EXISTING OVERHEAD ELECTRIC LINES, ESPECIALLY AROUND THE HIGH VOLTAGE TRANSMISSION LINE RUNNING ALONG THE NORTH SIDE OF THE PROJECT. BGMU ELECTRIC DIVISION PERSONNEL SHOULD BE CONTACTED PRIOR TO BEGINNING WORK IN THIS AREA SO THAT APPROPRIATE PROTECTIVE MEASURES CAN BE TAKEN. 8. THE LOCATION OF UNDERGROUND UTILITIES ARE BASED ON 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.

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1. AS A MINIMUM, ALL EROSION AND SEDIMENT CONTROL AS A MINIMUM, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE STANDARDS LOCATED IN THE CITY OF BOWLING GREEN'S BMP MANUAL, STORMWATER ORDINANCES, AND AS REQUIRED BY STATE AND FEDERAL LAWS. 2. A COPY OF THE APPROVED EROSION PREVENTION AND 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 THE CITY OF BOWLING GREEN'S REPRESENTATIVES UPON REQUEST. 3. PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN ANY 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 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 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 THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES AT LEAST ONCE EVERY WEEK AND AT LEAST ONE 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 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 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 INSPECTION, REPAIR, AND MAINTENANCE OF STRUCTURES IS TO BE PERFORMED ON A REGULAR BASIS AND SEDIMENT SHALL BE REMOVED 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 HIS OWN EXPENSE. 10. THE CONTRACTOR SHALL PROTECT EXISTING OUTFALL POINTS 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 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 SHALL BE INSPECTED TO ASCERTAIN OUTFALL POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EPSC MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO SURROUNDING WATERS. WHERE DISCHARGE LOCATIONS ARE INACCESSIBLE, NEARBY DOWNSTREAM LOCATIONS SHALL BE INSPECTED. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE ROADWAY SEDIMENT TRACKING. 13. TEMPORARY SEEDING TEMPORARY SEEDING WHEN ROUGH GRADED AREAS ARE TO BE LEFT UNDISTURBED WHEN ROUGH GRADED AREAS ARE TO BE LEFT UNDISTURBED FOR 21 DAYS OR MORE, TEMPORARY SEEDING WILL BE 21 DAYS OR MORE, TEMPORARY SEEDING WILL BE REQUIRED. THE AREA SHOULD HAVE LIME AND FERTILIZER 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 BE APPLIED AND WORKED INTO THE SOIL TO A DEPTH OF 1/4" TO 1/2". THE CHART BELOW SHOWS THE RECOMMENDED SEEDING RATES. RECOMMENDED SEEDING RATES.

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14. PERMANENT SEEDING PERMANENT SEEDING ONCE FINAL GRADES HAVE BEEN ACHIEVED, PERMANENT SEEDING SHALL TAKE PLACE AS SOON AS IS PRACTICAL AND SHOULD FOLLOW THE GUIDELINES BELOW. A. ANALYZE THE SOIL FOR LIME AND FERTILIZER ANALYZE THE SOIL FOR LIME AND FERTILIZER REQUIREMENTS. APPLY AGRICULTURAL LIMESTONE AT A RATE OF 1 TON/ACRE AND 10-10-10 FERTILIZER AT A RATE OF 800 LBS/ACRE OR AS RECOMMENDED SOIL TESTING. B. WORK THE LIME AND FERTILZER INTO THE SOIL TO A DEPTH WORK THE LIME AND FERTILZER INTO THE SOIL TO A DEPTH OF 4 INCHES WITH A DISC OR SPRINGTOOTH HARROW. C. APPLY SEED BY EITHER BROADCAST, DRILLING OR APPLY SEED BY EITHER BROADCAST, DRILLING OR HYDROSEEDING AT THE RATES IN THE TABLE LISTED BELOW.

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1. WATERLINE RELOCATIONS SHOULD BE PERFORMED IN WATERLINE RELOCATIONS SHOULD BE PERFORMED IN ACCORDANCE WITH WARREN, BUTLER AND SIMPSON COUNTY WATER DISTRICTS SPECIFICATIONS. 2. IF DURING THE COURSE OF STORM SEWER INSTALLATION 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 ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE SCHEDULED WITH WARREN, BUTLER AND SIMPSON COUNTY WATER DISTRICT A MINIMUM OF 48 HOURS IN ADVANCE. WARREN, BUTLER AND SIMPSON COUNTY WATER DISTRICT MAY REQUIRE CONNECTIONS TO EXISTING LINES BE PERFORMED DURING OFF PEAK PERIODS OR AT NIGHT. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL FITTINGS THE CONTRACTOR IS RESPONSIBLE FOR ALL FITTINGS REQUIRED FOR FLUSHING AND TESTING ON NEW LINES AND CONNECTIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL 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.

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UTILITY NOTES

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

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1. ALL MATERIALS AND PLACEMENT METHODS UTILIZED FOR 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 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 PROPER COMPACTION OF THE ASPHALT PAVEMENT WILL BE CRITICAL AT THE PAVEMENT/CURB AND GUTTER JOINT, IF APPLICABLE. ENSURE THAT SUFFICIENT MATERIAL IS PLACED IN THIS LOCATION TO ALLOW FOR PROPER COMPACTION AT THE JOINT. 4. ALL PAVING OPERATIONS ON THE MAINLINE SHALL BE 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 THE FINAL SURFACE ELEVATION TOLERANCES OF THE ASPHALT PAVEMENT AND ANY CONCRETE CURB AND GUTTER SHALL ADHERE TO THE REQUIREMENTS SPECIFIED IN THE KENTUCKY TRANSPORTATION CABINET STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.

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1. THE SITE SHALL BE CLEARED AND GRUBBED WITHIN THE 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 SHALL NOT BE PERMITTED IN THE PROJECT AREA. 2. AREAS THAT EXHIBIT WEAK SOIL OR OTHERWISE UNSUITABLE AREAS THAT EXHIBIT WEAK SOIL OR OTHERWISE UNSUITABLE CONDITIONS SHALL BE UNDERCUT TO A FIRM LEVEL OF SOIL SHALL BE UNDERCUT TO A FIRM LEVEL OF SOIL SHALL BE UNDERCUT TO A FIRM LEVEL OF SOIL BE UNDERCUT TO A FIRM LEVEL OF SOIL BE UNDERCUT TO A FIRM LEVEL OF SOIL UNDERCUT TO A FIRM LEVEL OF SOIL UNDERCUT TO A FIRM LEVEL OF SOIL TO A FIRM LEVEL OF SOIL TO A FIRM LEVEL OF SOIL A FIRM LEVEL OF SOIL A FIRM LEVEL OF SOIL FIRM LEVEL OF SOIL FIRM LEVEL OF SOIL LEVEL OF SOIL LEVEL OF SOIL OF SOIL OF SOIL SOIL SOIL FOLLOWED BY BACKFILLING THE UNDERCUT AREAS USING AN BY BACKFILLING THE UNDERCUT AREAS USING AN BY BACKFILLING THE UNDERCUT AREAS USING AN BACKFILLING THE UNDERCUT AREAS USING AN BACKFILLING THE UNDERCUT AREAS USING AN THE UNDERCUT AREAS USING AN THE UNDERCUT AREAS USING AN UNDERCUT AREAS USING AN UNDERCUT AREAS USING AN AREAS USING AN AREAS USING AN USING AN USING AN AN AN ENGINEERED FILL OR APPROVED STONE. 3. FILL SHALL BE SATISFACTORY MATERIAL FREE FROM ROOTS 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 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 THAN OR EQUAL TO 30), AND SOILS CLASSIFIED AS THAN OR EQUAL TO 30), AND SOILS CLASSIFIED AS OR EQUAL TO 30), AND SOILS CLASSIFIED AS OR EQUAL TO 30), AND SOILS CLASSIFIED AS EQUAL TO 30), AND SOILS CLASSIFIED AS EQUAL TO 30), AND SOILS CLASSIFIED AS TO 30), AND SOILS CLASSIFIED AS TO 30), AND SOILS CLASSIFIED AS 30), AND SOILS CLASSIFIED AS 30), AND SOILS CLASSIFIED AS AND SOILS CLASSIFIED AS AND SOILS CLASSIFIED AS SOILS CLASSIFIED AS SOILS CLASSIFIED AS CLASSIFIED AS CLASSIFIED AS AS AS PT, OH, AND OL. 5. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS OR DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS OR POND ON-SITE. PROVIDE NECESSARY MEASURES TO KEEP THE SITE FREE-DRAINING.

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PAVEMENT PLACEMENT AND REPLACEMENT NOTES

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AND ANY OTHER AVAILABLE EVIDENCE. OTHER UTILITIES

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MAY EXIST AND NOT BE SHOWN OR VARY FROM WHERE

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SHOWN. NO GUARANTEE IS EXPRESSED OR IMPLIED AS

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TO THE ACTUAL LOCATION OF UTILITIES SHOWN HEREON.

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BUT NOT VISIBLE FROM THE SURFACE.

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UTILITIES SHOWN HEREON WERE LOCATED FROM ACTUAL

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FIELD EVIDENCE, EXISTING UTILITY AGENCIES RECORDS

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KENTUCKY UNDERGROUND PROTECTION

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YOU DIG!!!

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DAYS BEFORE

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CALL 2 WORKING

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BUD

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GENERAL NOTES

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EROSION CONTROL NOTES

MAINTENANCE OF TRAFFIC NOTES

EL:495.50

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64'

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INSTALL ONE (1) BGKY DROPBOX BOX INLET RIM: 494.10' INVERT: 489.45'

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CONST. 70 LF OF 2' FLAT BOTTOM DITCH AT 2.00% SLOPE

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CONST. 170 LF OF 2' FLAT BOTTOM DITCH AT 0.80% SLOPE

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INSTALL 105 LF OF 18" HP STORM PIPE AT 1.00% SLOPE

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CORE INTO EXISTING DRYWELL STRUCTURE AT ELEV: 488.40'

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5:1 SLOPE

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5:1 SLOPE

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2' FLAT BOTTOM DITCH TYPICAL

AutoCAD SHX Text

NOTE: INSTALL EROSION CONTROL BLANKET ALONG THE ENTIRE DISTURBED AREA

AutoCAD SHX Text

NORMALVIEW DRIVE

AutoCAD SHX Text

PEDIGO PARK DRIVE

AutoCAD SHX Text

CONST. 110 LF OF 1' WIDE EARTH BERM

AutoCAD SHX Text

EX. GROUND

AutoCAD SHX Text

5:1 SLOPE

AutoCAD SHX Text

5:1 SLOPE

AutoCAD SHX Text 2.0'

AutoCAD SHX Text

2' FLAT BOTTOM DITCH W/ BERM TYPICAL

AutoCAD SHX Text

EX. GROUND

AutoCAD SHX Text 1.0'

AutoCAD SHX Text 1.0'

AutoCAD SHX Text CONST. 16.7 SY OF 5" CONCRETE FOR BLEACHER PAD (SEE DETAIL SHEET FOR SPECIFICATIONS)

AutoCAD SHX Text

INSTALL 98 LF OF 2" SCH 40 PVC CONDUIT

AutoCAD SHX Text CONST. 642 SY OF CONCRETE FOR SEPAK TAKRAW COURT (SEE DETAIL SHEET FOR SPECIFICATIONS)

AutoCAD SHX Text CONST. 71 LF OF 6"xH" (4" MIN. DEPTH) CHANNEL DRAIN WITH GALVANIZED STEEL GRATES AT 0.50% SLOPE

AutoCAD SHX Text

GRADE TO DRAIN

INSTALL (9) 3" PVC PIPES ON 8' CENTER (SEE DETAIL SHEET FOR SPECIFICATIONS)

2 IN. WIDE LATH

FILTER FABRIC

HARDWOOD POSTS

2 IN. X 2 IN.

COMPACTED EARTH

BACKFILL TRENCH WITH

FILTER FABRIC

RUNOFF

COMPACTED

EARTH

LATH LATH

FILTER FABRIC

RUNOFF

EARTH

COMPACTED

SHOWN BELOW

OR V-BOTTOM TRENCH

USE EITHER FLAT-BOTTOM

RUNOFF

BURY FABRIC

RUNOFF

FILTER FABRIC

LATH (ATTACH WITH

2 IN. X 2 IN.

HARDWOOD POSTS

SILT FENCE INSTALLATION

FLAT BOTTOM TRENCH SECTION V-SHAPED TRENCH SECTION FABRIC ATTACHMENT DETAIL

1-1/2 - INCH STAPLES

MAXIMUM SPACING = 6 FT.

6 IN.

12 IN

6 IN.

24 IN.

MINIMUM MINIMUM

12 IN

8 IN.

24 IN.

MIN. 5 PER STAKE)

MATERIAL SPECIFICATION

LIGHT DUTY SILT FENCESPECIFICATION

WARP - 120MIN. TENSEL STRENGTH (LBS)

FILL - 100ASTM D-4632

40MAX. ELONGATION (%)

ASTM D-4632

#30APPARENT OPENING SIZE

MAX. SIEVE SIZE (ASTM D-4751)

25MAX. FLOW RATE (GAL/MIN/SF)

GDT - 87

80ULTRAVIOLENT STABILITY

ASTM D-4632 AFTER 300 HOURS PER ASTM D-4355

WARP - 120MIN. BURSTING STRESS (PSI)

FILL - 100ASTM D-3786

36 IN.MIN. FABRIC WIDTH (IN)

(SF-LD)

SheetDate Revision

P u b l ic

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C it y o f B o w l in g G r e e n

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DNG N

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/0

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J o b N o -5

0"=0'

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E E T

O F

P E D

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O

P A R

K S

E P A K

T A K

R A W

C O

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DEPTH VARIES

AutoCAD SHX Text

SECTION VIEW

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text 12"

AutoCAD SHX Text 6" Min.

AutoCAD SHX Text

BGKY DROP BOX INLET

AutoCAD SHX Text (N.T.S.)

AutoCAD SHX Text

OPENING SIZED TO FIT SPECIFIED GRATE

AutoCAD SHX Text

JBS 4300 FRAME & GRATE DETAIL

AutoCAD SHX Text LOCATION OF STRUCTURES SHOWN ON THE PLANS ARE REFERENCED TO THE CENTER OF STRUCTURE INLET ELEVATIONS ARE REFERENCED TO THE TOP OF GRATE

AutoCAD SHX Text

**INSIDE DIA.

AutoCAD SHX Text 8"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

OPENING AS REQUIRED

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AS REQUIRED

AutoCAD SHX Text

BACKFILL EXCAVATION AROUND STRUCTURE WITH #57 STONE TO TOP OF SUBGRADE

AutoCAD SHX Text

4" MIN. THICKNESS OF #9M STONE BEDDING

AutoCAD SHX Text 6"

AutoCAD SHX Text

NOTCHED OPENINGS FOR PIPE INSTALL

AutoCAD SHX Text NOTES: PRODUCT SHALL MEET ASTM C-478 SPECIFICATION CONCRETE SHALL BE 4000 P.S.I. ** USE 4' STRUCTURE FOR PIPE SIZES UP TO 24" USE 4' STRUCTURE FOR PIPE SIZES UP TO 24" USE 5' STRUCTURE FOR 30" & LARGER PIPE USE 5' STRUCTURE FOR 30" & LARGER PIPEOR AS NOTED ON THE PLANS

AutoCAD SHX Text

DENSE GRADED AGGREGATE (2" MIN.)

AutoCAD SHX Text

WIDTH VARIES

AutoCAD SHX Text

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

AutoCAD SHX Text (N.T.S)

AutoCAD SHX Text

(TYPICAL SECTION)

AutoCAD SHX Text

%%USIDEWALK DETAIL

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%%UNOTES

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CONCRETE.

AutoCAD SHX Text

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

AutoCAD SHX Text

DENSE GRADED AGGREGATE SHALL BE

AutoCAD SHX Text

COMPACTED PRIOR TO PLACEMENT OF

AutoCAD SHX Text 4"

AutoCAD SHX Text

SILT FENCE

Not To Scale

SheetDate Revision

P u b l ic

W o r k s D e p a r t m e n t

C it y o f B o w l in g G r e e n

Scale

WO

EE

KEB

C U

T N

N YK

L

7G

DNG N

UI FO

D E

9 8

R

/0

/2

J o b N o -5

0"=0'

D E T A

IL

S H

E E T

O F

P E D

IG

O

P A R

K S

E P A K

T A K

R A W

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AutoCAD SHX Text 4000 PSI CONCRETE W/FIBER STEEL WIRE MESH OR " STEEL #3 REBAR (2' ON CENTER)38" STEEL #3 REBAR (2' ON CENTER)

AutoCAD SHX Text 6" x H" (4" MIN. DEPTH) CHANNEL DRAIN

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

CHANNEL DRAIN WITH GALVANIZED STEEL GRATES

AutoCAD SHX Text

116" PER 12" FALL

AutoCAD SHX Text

CONCRETE PAD FOR SEPAK TAKRAW COURT NOT TO SCALE

AutoCAD SHX Text 64'

AutoCAD SHX Text 60'

AutoCAD SHX Text 7'

AutoCAD SHX Text 7'

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text 74'

AutoCAD SHX Text 78'

AutoCAD SHX Text 4 "14"

AutoCAD SHX Text 5"

AutoCAD SHX Text

DENSE GRADED AGGREGATE (4" MIN.)

AutoCAD SHX Text

4" MIN. DEPTH FOR CHANNEL

AutoCAD SHX Text 6"

AutoCAD SHX Text 5"

AutoCAD SHX Text

116" PER 12" FALL

AutoCAD SHX Text

116" PER 12" FALL

AutoCAD SHX Text

116" PER 12" FALL

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

116" PER 12" FALL

AutoCAD SHX Text

3" PVC PIPES (FOR FENCE TO BE INSTALLED IN THE FUTURE)

AutoCAD SHX Text 8'

AutoCAD SHX Text 6"x7'x " GALVANIZED STEEL PLATE 14" GALVANIZED STEEL PLATE OVER CHANNEL

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text 8'

AutoCAD SHX Text

3" PVC

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text 4 "14"

AutoCAD SHX Text 5"

AutoCAD SHX Text

*FOR INFORMATION PURPOSES ONLY*

SLOPE 0.50%