5-Site Plans.pdf

Sheet List Table Sheet Number Sheet Title

C000 COVER SHEET

C001 GENERAL NOTES

C100 EXISTING CONDITIONS

C101 DEMOLITION PLAN

C102 EPSC PLAN PHASE ONE

C103 EPSC PLAN PHASE TWO

C104 ESPC AND DEMO DETAILS AND NOTES

C200 SITE PLAN

C201 OVERALL SITE LAYOUT

C202 CONCRETE INLAY LAYOUT

C203 SEATWALL A

C204 SEATWALL B

C205 SEATWALL C

C300 GRADING - DRAINAGE - UTILITIES

C310 DETENTION DETAIL AND PROFILE

C311 STORM DETAILS

C350 PRE DEV. DRAINAGE

C351 POST DEV. DRAINAGE

C901 SITE DETAILS

C902 SITE DETAILS

C903 SITE DETAILS

C904 SITE DETAILS

C905 SITE DETAILS

L201 STRUCTURE PLANTING PLAN

L202 UNDERSTORY PLANTING PLAN

L901 LANDSCAPE DETAILS

SITE DEVELOPMENT PLANS FOR

PRELIMINARY - NOT FOR CONSTRUCTION

VICINITY MAP

NOT TO SCALE

BALLARD PARK

525 E CALDWELL ST

JEFFERSON COUNTY

LOUISVILLE, KY

GRESHAM SMITH PROJECT NO. 46867.00

1297 TREVILIAN WAY

LOUISVILLE, KY 40213

Owner Contact: JASON CANUEL Phone: (502) 574-6086

Email: jason.canuel@louisville.gov

OWNER / DEVELOPER

LOUISVILLE METRO PARKS

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46867.00 June 30, 2025

111 West Main Street Suite 201

Louisville, KY 40202

502.627.8900

MSD SDP-25-1087 / WM# 12833

C000

COVER SHEET

CIVIL ENGINEER

Civil Contact: Matt McLaren Phone: (502) 627-8926

Email: matt.mclaren@greshamsmith.com Revision

No. Date Description

111 West Main Street Suite 201

Louisville, KY 40202

LANDSCAPE ARCHITECT

Civil Contact: David Toda Phone: (502) 627-8912

Email: david.toda@greshamsmith.com

111 West Main Street Suite 201

Louisville, KY 40202

SITE

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46867.00 June 30, 2025

111 West Main Street Suite 201

Louisville, KY 40202

502.627.8900

MSD SDP-25-1087 / WM# 12833

C001

GENERAL NOTES

Revision No. Date Description

GENERAL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY

REQUIREMENTS, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK.

2. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL PERMITS, AND PAY ALL FEES REQUIRED FOR THE

EXECUTION OF THE WORK.

3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, INCLUDING IRRIGATION LINES, TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN, AND REPAIR CONTRACTOR CAUSED DAMAGE ACCORDING TO CURRENT LOCAL STANDARDS AND AT THE CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY

COMPANY. RELOCATE IRRIGATION LINES AS NECESSARY FOR CONSTRUCTION.

4. CONTRACTOR SHALL PROVIDE PROTECTION TO ALL PAVEMENT, FENCES, TREES, AND STRUCTURES THAT ARE TO REMAIN.

CONTRACTOR-CAUSED DAMAGE SHALL BE REPAIRED TO MATCH EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE

OWNER.

5. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A CONSTRUCTION SCHEDULE FOR VARIOUS SITEWORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO ALLOW FOR TIMELY INSPECTION CERTIFICATION OF CONSTRUCTION AND REPORTS TO AGENCIES, AND TO AVOID DELAYS IN ISSUANCE OF

CERTIFICATE OF OCCUPANCY.

DEMOLITION AND PROTECTION NOTES:

1. DEMOLITION AND REMOVAL OPERATIONS SHALL COMMENCE ONLY AFTER ALL INITIAL EROSION AND SEDIMENT CONTROL

MEASURES ARE IN PLACE AND FUNCTIONAL.

2. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A WASTE MANAGEMENT PLAN PRIOR TO THE COMMENCEMENT OF WORK.

AT A MINIMUM THE PLAN SHALL INCLUDE:

2.1. THE PROPER PROCEDURES FOR DISPOSAL OR RECLAIMING FOR REUSE / RECYCLING.

2.2. DESIGNATED AREAS FOR WASTE MANAGEMENT CONTAINERS. CONTAINERS SHALL BE PROPERLY MARKED FOR

ALLOWABLE AND PROHIBITED ITEMS AND MATERIALS.

2.3. DESIGNATED CHEMICAL STORAGE AREAS, APPROPRIATE CHEMICAL STORAGE CONTAINERS, AND PROCEDURES FOR SPILL CONTROL. CHEMICALS SHALL NOT BE PERMITTED TO INFILTRATE TO GROUNDWATER OR BE PUMPED UNTREATED

FROM PIT DEWATERING FACILITIES.

2.4. A CONCRETE WASHOUT AREAS LOCATED AWAY FROM DESIGNATED CONSTRUCTION EXIT.

3. PROVIDE NEAT AND STRAIGHT SAWCUTS OF EXISTING PAVEMENT ALONG ALL LIMITS OF PAVEMENT DEMOLITION.

4. ALL DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED. DISPOSE OF OFF THE OWNER'S PROPERTY IN A LEGAL MANNER. PROLONGED STORAGE OR THE SALE OF DEMOLISHED ITEMS OR MATERIALS

ON-SITE IS NOT PERMITTED WITHOUT PRIOR NOTIFICATION AND CONSENT OF OWNER.

5. ALL PAVEMENT, BASE COURSE, SIDEWALKS, CURBS, BUILDINGS, FOUNDATIONS, ETC., IN THE AREA TO BE REMOVED SHALL BE REMOVED FULL DEPTH. EXISTING BASE COURSE MATERIALS MAY BE WORKED INTO THE NEW PAVEMENT OR BUILDING SUBGRADE PROVIDED THAT THE GRADATION, CONSISTENCY, COMPACTION, SUBGRADE CONDITION, ETC., ARE IN ACCORDANCE WITH THE SPECIFICATIONS. BASE COURSE MATERIALS SHALL NOT BE WORKED INTO THE SUBGRADE OF AREAS TO RECEIVE

PLANTING.

6. THE CONTRACTOR SHALL USE WATER SPRINKLING AND OTHER SUITABLE METHODS AS NECESSARY TO CONTROL DUST AND

DIRT CAUSED BY THE DEMOLITION WORK.

7. ALL EXISTING FEATURES REMAINING AND NOT SPECIFICALLY MENTIONED THAT INTERFERE WITH THE NEW CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. BEFORE PROCEEDING WITH DEMOLITION WORK, NOTIFY THE ENGINEER OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS.

8. HAZARDOUS MATERIALS ARE NOT ANTICIPATED TO BE ENCOUNTERED. IF SUSPECTED HAZARDOUS MATERIALS ARE

DISCOVERED, IMMEDIATELY NOTIFY THE OWNER.

9. CAVITIES LEFT BY STRUCTURE REMOVAL SHALL BE BACKFILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO 98% OF

MAXIMUM DENSITY PER ASTM D698 - STANDARD PROCTOR.

10. PAVEMENT MARKINGS TO BE REMOVED SHALL BE PAINTED OVER TO MATCH PAVEMENT OR REMOVED WITH WIRE BRUSHING.

11. EXCEPT AS SHOWN, NO TREES SHALL BE REMOVED AND/OR VEGETATION DISTURBED WITHOUT APPROVAL OF THE LANDSCAPE

ARCHITECT.

LAYOUT AND PAVING NOTES:

1. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND REPORT ANY

DISCREPANCIES TO THE LANDSCAPE ARCHITECT / ENGINEER PRIOR TO BEGINNING WORK.

2. IT IS THE CONTRACTOR'S OR SUBCONTRACTOR'S RESPONSIBILITY TO OBTAIN AND UTILIZE THE MOST CURRENT CONTRACT

PLAN DOCUMENTS.

3. PROVIDE A SMOOTH AND FLUSH TRANSITION BETWEEN EXISTING TO REMAIN AND NEW PAVEMENT, SIDEWALKS, AND CURBS .

FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. INSTALL ALL UTILITIES PRIOR TO INSTALLATION OF PAVEMENT.

4. RESURFACING OF THE EXISTING BASKETBALL COURT TO BE PERFORMED IN ACCORDANCE TO THE DETAILS AND

SPECIFICATIONS OF LOUISVILLE METRO PARKS AND RECREATION.

5. CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH CONSTRUCTED PERPENDICULAR TO THE TRAVEL PATH. ALL CONCRETE SHALL BE 4,000 P.S.I. UNLESS OTHERWISE NOTED. CURB RAMPS, SIDEWALK SLOPES, AND DRIVEWAY RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL CURRENT LOCAL REQUIREMENTS. IF APPLICABLE, THE CONTRACTOR SHALL REQUEST INSPECTION OF SIDEWALK AND RAMP FORMS FROM THE AUTHORITY HAVING JURISDICTION PRIOR TO PLACEMENT OF

CONCRETE.

6. DIMENSIONS ARE TO THE FACE OF CURB, EDGE OF CONCRETE, OR TO THE FACE OF BUILDING, UNLESS OTHERWISE NOTED.

7. CONCRETE CONTRACTION JOINTS SHALL BE CONSTRUCTED TO A DEPTH OF AT LEAST 1/4 THE CONCRETE THICKNESS AND SHALL DIVIDE CONCRETE ROUGHLY INTO SQUARES WITH MAXIMUM 10-FOOT DIMENSIONS. CONCRETE EXPANSION JOINTS

SHALL BE INSTALLED AT MAXIMUM 60-FOOT SPACING AND AT ALL ABUTTING RIGID OBJECTS.

8. MAINTAIN ONE SET OF RECORD DRAWINGS MARKUPS ON THE JOB SITE FOR DISTRIBUTION TO THE LANDSCAPE ARCHITECT /

ENGINEER UPON COMPLETION.

9. THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY CONSISTING OF THE FOLLOWING:

9.1. THE SURVEY SHALL BE PREPARED, SIGNED AND SEALED BY A SURVEYOR REGISTERED IN THE STATE IN WHICH THIS PROJECT RESIDES AND SUBMITTED TO THE ENGINEER IN ELECTRONIC FORMAT PRIOR TO COMPLETION OF THE PROJECT. THE SURVEY SHALL BE PREPARED USING THE SAME HORIZONTAL AND VERTICAL DATUM AS THE ORIGINAL

SURVEY.

9.2. SHOWING ALL BUILDINGS, CURB LINES, EDGES OF PAVEMENT, SIDEWALKS, AND PARKING STRIPING.

9.3. LOCATING ALL UNDERGROUND UTILITIES WITHIN THE LIMITS OF THE PROJECT INCLUDING: GREASE TRAP, OIL/WATER SEPARATOR, DRAINAGE AND SANITARY STRUCTURES, WATER VALVES, METERS, PIV'S, AND HYDRANTS.

9.4. INCLUDING ALL ACCESSIBLE PATHS, PEDESTRIAN RAMPS AND LANDINGS, AND ACCESSIBLE PARKING AREAS INCLUDING AISLES AND DROP-OFF/PICK-UP AREAS. DIMENSION FULL LENGTH AND WIDTH OF ALL PEDESTRIAN RAMPS AND LANDINGS. SHOW ELEVATIONS AND SLOPES, INCLUDING LONGITUDINAL AND CROSS SLOPES FOR ALL ACCESSIBLE

AREAS.

GRADING AND DRAINAGE NOTES:

1. NOTIFY LOCAL UTILITY LOCATOR SERVICE (CALL 811 OR SUBMIT ON-LINE) OF INTENDED DEMOLITION / GRADING / EXCAVATION /

UTILITY TRENCHING CONSTRUCTION.

2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, PROTECT UTILITIES TO REMAIN, AND REPAIR CONTRACTOR-CAUSED DAMAGE ACCORDING TO LOCAL STANDARDS AT CONTRACTOR'S EXPENSE.

3. CONSTRUCT INITIAL TEMPORARY EROSION CONTROL PRIOR TO BEGINNING GRADING OPERATIONS.

4. NO TREES SHALL BE REMOVED NOR VEGETATION DISTURBED EXCEPT AS NECESSARY FOR GRADING PURPOSES. ALL TREES, INCLUDING YOUNG SAPLINGS, PINES, AND UNDERSTORY SPECIES SHALL BE PROTECTED IF THEY FALL OUTSIDE THE PROPOSED

LIMITS OF GRADING, EVEN IF THEY ARE NOT LOCATED OR IDENTIFIED ON THE PLANS. DO NOT OPERATE OR STORE HEAVY EQUIPMENT, NOR HANDLE/STORE MATERIALS WITHIN THE DRIPLINES OF TREES TO BE PROTECTED.

5. TREE PROTECTION SHALL CONSIST OF THE FOLLOWING STEPS:

5.1. CONTRACTOR SHALL HIRE A LICENSED LANDSCAPE CONTRACTOR TO OVERSEE TREE PROTECTION.

5.2. PRIOR TO ANY GRADING OPERATIONS, LOCATE TREES TO BE PROTECTED AND NEATLY CUT ROOTS TO A DEPTH OF 30-INCHES AT THE DRIP LINE OR THE DIMENSIONED LIMITS SHOWN USING A UTILITY TRENCHING MACHINE.

5.3. TREAT EXPOSED ROOTS WITH A HORTICULTURAL TREE PRUNING PROTECTION PRODUCT.

5.4. PRUNE TREE LIMBS BY THE SAME PROPORTIONAL PERCENTAGE AS TREE ROOTS REMOVED (I.E., 25% OF ROOTS

REMOVED SHALL RESULT IN 25% OF TREE LIMBS REMOVED).

5.5. INSTALL A MINIMUM 4-FOOT HIGH CONSTRUCTION FENCE TO THE LIMITS SHOWN.

5.6. BEGIN CLEARING AND GRADING OPERATIONS.

6. EXISTING CONDITIONS ARE FROM A PRE-CONSTRUCTION TOPOGRAPHIC SURVEY PROVIDED BY HERITAGE ENGINEERING, DATED

OCTOBER 14, 2024.

7. THE CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND INVERTS PRIOR TO BEGINNING WORK. INSTALL STORM SEWERS

BEGINNING AT THE DISCHARGE TIE POINT ELEVATION AND THEN PROCEEDING UPSTREAM.

8. TOPSOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED AND REDISTRIBUTED OVER GRADED AREAS TO A MINIMUM DEPTH OF 6-INCHES. CONSTRUCT TEMPORARY STOCKPILES FREE DRAINING AND PROVIDE EROSION AND SEDIMENT

CONTROLS AROUND AREA.

9. SATISFACTORY TOPSOIL IS DEFINED AS MATERIAL FREE OF SUBSOIL, CLAY LUMPS, STONES, OBJECTS OVER 1-INCH IN

DIAMETER, OR CONTAMINANTS.

10. TOP OF GRATE ELEVATIONS FOR CURB INLETS ARE GIVEN TO THE CENTER OF THE INLETS AT THE FACE OF CURB. THE GRATES SHALL SLOPE LONGITUDINALLY WITH THE PAVEMENT GRADE. ADJUST THE CASTING HOOD TO FALL ALONG THE CURB LINE.

11. IN THE EVENT OF ANY DISCREPANCIES FOUND IN THE DRAWINGS OR IF PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE

WORK.

12. SPOT ELEVATIONS AND CONTOURS REPRESENT PROPOSED FINISHED GRADE AND TOP OF FINISHED PAVEMENT.

13. CONTOUR LINES AND SPOT ELEVATIONS ARE THE RESULT OF A DETAILED ENGINEERING GRADING DESIGN AND REFLECT A PLANNED INTENT WITH REGARD TO DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR GRADING ALL AREAS TO POSITIVELY DRAIN. SHOULD THE CONTRACTOR HAVE ANY QUESTION OF THIS INTENT OR ANY PROBLEMS WITH CONTINUITY OF GRADES, THE ENGINEER SHALL BE CONTACTED PRIOR TO BEGINNING WORK.

14. ALL PERMANENT CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 3 HORIZONTAL:1 VERTICAL. TEMPORARY CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL:1 VERTICAL UNLESS TEMPORARY SHORING IS PROVIDED, OR UNLESS AUTHORIZED

BY A LICENSED GEOTECHNICAL ENGINEER.

15. CONTRACTOR SHALL DISPOSE OF EXCESS MATERIAL OFF THE OWNER'S PROPERTY IN A LEGAL MANNER AT NO ADDITIONAL

COST.

16. EXISTING MANHOLE, VALVE AND CATCH BASIN CASTINGS TO REMAIN SHALL BE RESET TO MATCH NEW GRADE. BUILDING

ADDITION FINISH FLOOR ELEVATIONS SHALL MATCH EXISTING.

17. ALL CURBS, PAVEMENT AND SIDEWALKS SHALL BE BACKFILLED FLUSH WITH TOPSOIL, SEEDED AND MULCHED.

18. ALL PIPES UNDER PAVED AREAS SHALL BE BACKFILLED WITH CRUSHED STONE. ALL PIPES UNDER LAWN AREAS SHALL BE BACKFILLED WITH SATISFACTORY MATERIAL COMPACTED TO 98% OF MAXIMUM PER ASTM D698 - STANDARD PROCTOR.

19. ALL HEADWALLS SHALL HAVE A MINIMUM 10' x 20' x 1.5' RIP-RAP APRON INSTALLED USING 8" MINIMUM DIAMETER STONE, UNLESS

OTHERWISE SPECIFIED.

20. FINAL FINISH GRADE TOLERANCES SHALL BE MAXIMUM 0.10 FOOT ABOVE OR BELOW DESIGN ELEVATIONS WITHIN PAVED AREAS, AND MAXIMUM 0.25 FOOT ABOVE OR BELOW DESIGN FINISH ELEVATIONS IN OTHER AREAS. NO TOLERANCE IS ALLOWED WHEN

MAXIMUM OR MINIMUM SLOPES ARE SPECIFIED.

21. ADA PARKING AND LOADING AREAS SHALL NOT EXCEED 2.0% IN ANY DIRECTION. ADA ACCESS ROUTES SHALL NOT EXCEED 2.0% CROSS SLOPE AND 5.0% LONGITUDINAL SLOPE, EXCEPT WHERE ADA RAMPS ARE SPECIFIED. ADA RAMPS SHALL NOT

EXCEED 2.0% CROSS SLOPE AND 8.33% LONGITUDINAL SLOPE.

22. EARTHWORK FILL SHALL INCLUDE STRIPPING TOPSOIL AND PLACING ENGINEERED FILL IN MAXIMUM 8" COMPACTED LIFTS WITH

DENSITY OF 98% OF MAXIMUM PER ASTM D698 - STANDARD PROCTOR.

23. EXCAVATION FOR THIS PROJECT IS UNCLASSIFIED. A GEOTECHNICAL EXPLORATIONS REPORT COMPLETED BY WSP USA ENVIRONMENT & INFRASTRUCTURE INC., DATED AUGUST 1, 2024 HAS BEEN PREPARED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE REPORT FOR ANTICIPATED EXCAVATION REQUIREMENTS. ADDITIONAL PAYMENT WILL NOT BE MADE FOR UNANTICIPATED ROCK EXCAVATION, UNLESS OTHERWISE AGREED UPON WITH OWNER PRIOR TO COMMENCEMENT

OF ROCK EXCAVATION.

24. PROVIDE AN AS-BUILT SURVEY BY A LICENSED SURVEYOR TO INCLUDE ALL STORMWATER MANAGEMENT FEATURES, UNDERGROUND BASINS, PONDS, BIOSWALES, RAIN GARDENS, WATER QUALITY UNITS, AND OUTLET STRUCTURES.

25. ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. PIPE LENGTHS SHOWN ARE APPROXIMATE

TWO-DIMENSIONAL LENGTHS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.

26. NO BLASTING IS REQUIRED NOR ALLOWED.

SITE UTILITIES NOTES:

1. WATER AND SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL CODES AND

SPECIFICATIONS.

2. THE CONTRACTOR IS PARTICULARLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN IS BASED ON LIMITED TOPOGRAPHIC SURVEYS AND RECORD DRAWINGS. THE CONTRACTOR SHALL NOT RELY ON THIS INFORMATION AS BEING EXACT OR COMPLETE. SHOULD UNCHARTED UTILITIES BE ENCOUNTERED DURING EXCAVATION OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE FOR INSTRUCTIONS.

3. MAINTAIN 10-FOOT HORIZONTAL AND 18-INCH VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATER SUPPLY LINES.

4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE SEQUENCING OF CONSTRUCTION FOR ALL UTILITY LINES SO THAT WATER LINES, GAS LINES, AND UNDERGROUND ELECTRIC DO NOT CONFLICT WITH SANITARY SEWERS OR STORM SEWERS.

INSTALL UTILITIES PRIOR TO FINAL PAVEMENT SURFACE CONSTRUCTION.

5. BACKFILL UTILITY TRENCHES UNDER PAVEMENT AREAS WITH CRUSHED STONE. BACKFILL UTILITY TRENCHES IN LAWN AREAS WITH SATISFACTORY FILL MATERIAL COMPACTED TO AT LEAST 98% OF MAXIMUM PER ASTM D698 - STANDARD PROCTOR.

6. ADJUST ALL NEW AND EXISTING-TO-REMAIN UTILITY SURFACE FEATURES, INCLUDING BUT NOT LIMITED TO CASTINGS, FIRE HYDRANTS, VALVE BOXES, PEDESTALS, CLEANOUTS, ETC. TO MATCH PROPOSED FINISH GRADE.

7. THRUST BLOCK ALL WATERLINE FITTINGS WITH CONCRETE (2,500 P.S.I. MIN.) POURED AGAINST UNDISTURBED EARTH TO SUSTAIN 120 PERCENT TEST PRESSURE SPECIFIED. FORM THRUST BLOCKING SO AS TO NOT EMBED JOINTS, BOLTS, VALVE

BOXES OR OPERATING NUTS.

8. PROVIDE COMBINATION AIR/VACUUM VALVE AT HIGH POINTS IN WATERLINE AS NECESSARY FOR EXPELLING AIR DURING FILLING OF WATERLINE. PROVIDE BRONZE CORPORATION STOP FOR CLOSING VALVE DURING TESTING AND SERVICE. LEAVE COMBINATION AIR/VACUUM VALVE COMPONENTS PLUGGED AND ATTACHED TO PIPE AFTER SUCCESSFUL TEST.

9. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND INVERTS PRIOR TO BEGINNING WORK.

10. ALL MANHOLES SHALL HAVE MINIMUM CLEAR OPENING OF 24". ADJUST CASTINGS TO SLOPE LONGITUDINALLY WITH ROAD

GRADES AS REQUIRED.

11. CONTRACTOR SHALL MAINTAIN A MARKED-UP SET OF AS-BUILT PLANS SHOWING ALL NEW UTILITIES AND EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. DRAWINGS SHALL INCLUDE VERTICAL AND HORIZONTAL INFORMATION EITHER BY FIELD SURVEY ON THE APPROPRIATE STATE PLANE COORDINATE SYSTEM, OR BY FIELD MEASUREMENTS INCLUDING AT LEAST TWO DIMENSIONS FROM KNOWN SITE FEATURES/MONUMENTS TO EACH MANHOLE, CATCH BASIN, AND PIPING APPURTENANCES.

12. NON-METALLIC PIPE SHALL BE INSTALLED WITH DETECTION TAPE OR OTHER ACCEPTABLE MEANS OF DETECTION.

13. WATER CONNECTION AND LATERAL TO BE INSTALLED PER LWC STANDARDS AND KY PLUMBING CODE.

EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) NOTES:

1. CONSTRUCT TEMPORARY EPSC MEASURES AS SHOWN ON THE DRAWINGS PRIOR TO BEGINNING GRADING OPERATIONS.

2. ALL DRAINAGE STRUCTURES, PIPES WITHIN THE LIMITS OF CONSTRUCTION AND IMMEDIATELY DOWNSTREAM OF THE SITE, AND

STORMWATER FACILITIES SHALL HAVE SEDIMENT REMOVED PRIOR TO FINAL ACCEPTANCE.

3. SILT BARRIERS AND SEDIMENT BASINS SHALL BE CLEANED OF ACCUMULATED SEDIMENT WHEN APPROXIMATELY 50% FILLED.

4. ALL GRADED AREAS NOT RECEIVING STONE OR PAVEMENT STABILIZATION SHALL RECEIVE TEMPORARY SEEDING WITHIN 10

DAYS OF REACHING FINAL SUBGRADE ELEVATION.

5. ALL LOCATIONS OF TEMPORARY EPSC DEVICES SHALL BE SUBJECT TO ADJUSTMENT AS DIRECTED BY THE ENGINEER.

6. WHEN THE EPSC DEVICES ARE NO LONGER REQUIRED FOR THE INTENDED PURPOSE (IN THE OPINION OF THE ENGINEER), THEY

SHALL BE REMOVED.

7. REPLACE DAMAGED AND WORN OUT SILT BARRIERS AS DIRECTED BY THE ENGINEER.

8. PROVIDE EROSION CONTROL MATTING (NORTH AMERICAN GREEN SC 150 OR EQUAL) TO SLOPES 3:1 OR STEEPER. EROSION

CONTROL MATTING SHALL BE PHOTODEGRADABLE OR BIODEGRADABLE.

9. DEWATERING OF EXCAVATION AREA SHALL BE COMPLETED ONLY WITH PRE-APPROVED PUMPING AND FILTERING EQUIPMENT.

PUMPING RATE SHALL NOT EXCEED 80% OF THE RECOMMENDED MAXIMUM RATE BY SEDIMENT TANK / FILTER BAG

MANUFACTURER.

LANDSCAPE NOTES:

1. THE LANDSCAPE ARCHITECT SHALL RESERVE THE RIGHT TO REJECT ANY OR ALL PLANT MATERIAL THAT DOES NOT MEET SPECIFIED MATERIAL OR INDUSTRY STANDARDS - ANSI/AHIA Z60.1 AMERICAN NATIONAL STANDARD FOR NURSERY STOCK, ANSI

A300 PART 1 - AMERICAN NATIONAL STANDARD FOR TREE CARE OPERATIONS.

2. NO PLANT SUBSTITUTIONS SHALL BE MADE WITHOUT PRE-APPROVAL FROM THE LANDSCAPE ARCHITECT.

3. ALL PLANT BEDS TO BE TOP DRESSED WITH A 3" DEEP LAYER OF GRADE "A" HARDWOOD NON-PALLET BASED MULCH FREE OF

TRASH AND DEBRIS.

4. INDIVIDUAL TREES SHALL RECEIVE MULCH SAUCERS WITH A DIAMETER TWICE THAT OF THE ROOTBALL.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY PLANT MATERIAL QUANTITIES PRIOR TO BIDDING.

6. THE LANDSCAPE INSTALLATION SHALL BE COORDINATED WITH THE IRRIGATION INSTALLATION WHEN APPLICABLE.

7. FINISH GRADES SHOWN ON THE GRADING PLAN ARE INCLUSIVE OF ANY LANDSCAPE MULCH REQUIRED.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING ALL PLANT MATERIAL, INCLUDING LAWN AREAS, UNTIL FINAL ACCEPTANCE OF THE ENTIRE PROJECT. PLANT MATERIAL THAT DIES AS A RESULT OF LACK OF WATER AND OR MAINTENANCE DURING THE TIME PERIOD BETWEEN INSTALLATION AND FINAL ACCEPTANCE SHALL BE REPLACED AT NO COST TO THE OWNER.

9. IT SHOULD BE NOTED THAT LACK OF PRECIPITATION DURING THE PERIOD OF TIME BETWEEN INSTALLATION AND FINAL

ACCEPTANCE DOES NOT RELIEVE THE CONTRACTOR FROM PERFORMING WATERING.

10. COST FOR MAINTENANCE OF LANDSCAPE MATERIAL, INCLUDING WATERING AND SEEDING, IS TO BE INCLUDED IN THE

SCHEDULE OF VALUES.

11. TOPSOIL DEPTH TO BE A MINIMUM OF 12" IN AREAS OF SHRUBS AND ORNAMENTAL GRASSES. TOPSOIL TO BE FERTILE, AGRICULTURAL SOIL, TYPICAL FOR LOCALITY, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH, TAKEN FROM DRAINED SITE; FREE FROM SUBSOIL, CLAY OR IMPURITIES, PLANTS, WEEDS AND ROOTS; MIN. PH VALUE OF 5.4 AND MAX. 7.0.

12. PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AND SOD AREAS PRIOR TO INSTALLATION.

13. ALL DISTURBED AREAS, INCLUDING AREAS BEYOND LIMITS OF HATCHING THAT HAVE BEEN DISTURBED ARE TO BE SEEDED OR

MULCHED PER THE PLANS AND SPECIFICATIONS.

14. THE CONTRACTOR SHALL PROVIDE ONE YEAR WARRANTY. REPLACEMENTS: PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED, PLANTED IN THE NEXT GROWING SEASON, WITH A NEW WARRANTY COMMENCING ON DATE OF REPLACEMENT.

15. DO NOT INSTALL PLANT LIFE WHEN AMBIENT TEMPERATURES MAY DROP BELOW 35 DEGREES F OR RISE ABOVE 90 DEGREES F.

16. LAWN AREAS SHALL BE SEEDED WITH THE FOLLOWING: KENTUCKY 31 TALL FESCUE AT THE RATE OF 7 POUNDS PER 1,000 SQUARE FEET. SEED SHALL CONFORM TO ALL STATE REQUIREMENTS. FERTILIZE WITH 10 POUNDS OF 10-10-10 PER 1,000 SQUARE FEET. MULCH WITH CLEAN WHEAT OR OAT STRAW AT THE RATE OF ONE BALE PER 1,000 SQUARE FEET. (ALL AREAS

WITH A 3:1 OR GREATER SLOPE AND ALL DRAINAGE WAYS SHALL BE SODDED.)

IRRIGATION NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE CONDITIONS OF THE POINT-OF-CONNECTION, INCLUDING AVAILABLE

STATIC PRESSURE AND FLOW PRIOR TO CONSTRUCTION.

1.1. FAILURE TO VERIFY THESE CONDITIONS AND NOTIFY THE LANDSCAPE ARCHITECT AND OWNER WILL OBLIGATE THE

CONTRACTOR TO PROVIDE ANY NECESSARY ADJUSTMENTS, UPGRADES, OR RE-MANUFACTURING AS NEEDED TO MEET

THE DESIGN INTENT OF THE SYSTEM AT THE CONTRACTOR'S COST.

2. THE CONTRACTOR SHALL COORDINATE AND/OR VERIFY ELECTRICAL POWER PROVISIONS TO THE CONTROLLER.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING A METER AND BACKFLOW PREVENTER COMPLIANT

WITH THE CITY OF LOUISVILLE, KY STANDARDS.

3.1. ANY AND ALL CITY-ADMINISTERED PERMIT AND CONNECTION FEES FOR THE TAP, METER, AND BACKFLOW PREVENTER

SHALL BE PAID BY THE CONTRACTOR.

4. THE IRRIGATION SYSTEM IS INTENDED TO WINTERIZED. THE CONTRACTOR SHALL PROVIDE THE NECESSARY QUICK-COUPLE OR HOSE CONNECTION UPSTREAM OF THE BACKFLOW PREVENTER TO ALLOW COMPLETE BLOW-OUT OF THE MAINLINE, (INCLUDING

THE WATER METER) WITH COMPRESSED AIR.

5. VERIFY ALL EXISTING UNDERGROUND AND SITE CONDITIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO STARTING WORK.

COORDINATE AND PROVIDE LOCATE SERVICES FOR ALL UNDERGROUND UTILITIES THAT MAY BE IN CONFLICT WITH THE

IRRIGATION SYSTEM.

6. THE INTENT IS FOR THE IRRIGATION TO BE A DESIGN/BUILD COMPONENT OF THE LANDSCAPE DESIGN. CONTRACTOR TO PROVIDE LAYOUT PLANS, SPECIFICATIONS AND DETAILS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO

CONSTRUCTION.

7. ALL LAWN AREAS TO BE IRRIGATED WITH ROTOR OR SPRAY HEADS, LANDSCAPE PLANTING BEDS MAY BE A COMBINATION OF SPRAY AND/OR DRIP TUBE IRRIGATION, ALL NEWLY INSTALLED TREES TO HAVE DRIP IRRIGATION INSTALLED IN A DOUBLE RING NO CLOSER THAN 12" TO THE TRUNK OF THE TREE WITH THE SECOND RING PLACED 6" BEYOND THE APPROXIMATE INSTALLED ROOT BALL DIMENSION. DESIGN AND LAYOUT TO BE REVIEWED AN APPROVED BY LANDSCAPE ARCHITECT.

8. CONTRACTOR TO PERFORM POST CONSTRUCTION WALK THROUGH TO REVIEW WATER COVERAGE OF THE IRRIGATION SYSTEM, FINAL ACCEPTANCE OF THE IRRIGATION INSTALLATION PENDING THIS WALK THROUGH AND PROOF OF ADEQUATE COVERAGE.

FEE AND WARRANTY NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL FEES AND/OR BONDS ASSOCIATED WITH THE INSTALLATION AND PERMITTING OF

ANY/ALL ELEMENTS OF THEIR WORK SCOPE.

2. THE INSTALLATION CONTRACTOR IS TO PROVIDE THE CLIENT WITH A MINIMUM 12 MONTH OR MANUFACTURER RECOMMENDED WARRANTY (WHICH EVER IS LONGER) ON THEIR SCOPE OF WORK COVERING ANY AND ALL DEFECTS OR PRODUCT DEFICIENCIES. WARRANTY SHALL NOT BE PROVIDED FOR ACTS OF GOD OR ENVIRONMENTAL FACTORS THAT ARE BEYOND THE

CONTROL OF THE INSTALLER AND/OR MANUFACTURER.

GRAPHIC SCALE

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46867.00 June 30, 2025

111 West Main Street Suite 201

Louisville, KY 40202

502.627.8900

MSD SDP-25-1087 / WM# 12833

CODED SITE LAYOUT NOTES:

KEY DESCRIPTION

SYNTHETIC TURF CONCRETE CURB, SEE DETAIL- 6 / C901

PARK SIGNAGE, BY MANUFACTURE, TBD

EXISTING RETAINING WALL TO REMAIN

PAVILION, BY MANUFACTURE, SEE SHEET C903

EXISTING BASKETBALL COURT FENCE TO REMAIN

SEAT WALL, SEE SHEETS C204, C205, C206

SITE MATERIAL LEGEND:

KEY DESCRIPTION

HEAVY DUTY CONCRETE PAVEMENT, SEE DETAIL - 1/C901

HEAVY DUTY COLORED CONCRETE PAVEMENT, SEE DETAIL - 1/C901

ASTROTURF PLAYGROUND SURFACE MATERIAL, SEE DETAIL -5 & 6/C901

LAWN

GRAVEL SURFACE, SEE DETAIL - 4/C901

NEW BASKETBALL COURT SURFACE, SEE DETAIL - 3/C901

PLANTING BED, SEE SHEET L201

ASPHALT ROAD REPAIR, SEE SHEET 3/C901

LEGEND

PROPERTY LINE

ST EXISTING STORM LINE

SA EXISTING SANITARY LINE

W EXISTING WATER LINE

UGE UGE EXISTING UNDERGROUND ELECTRIC

TRENCH DRAIN

9 9

16 16

TIMBERFORMS DOUBLE TOT/BASKET SWING SET, SEE DETAIL - 4/C902

LOG STEPPERS, SEE DETAIL - 3/C902

TIMEBERFORMS PLAY TOWER, SEE DETAIL -1/C902

FITNESS EQUIPMENT, SEE SHEET C904

TIMBERFORMS LOG SCRAMBLE, SEE DETAIL - 2/C902

BENCH WITH BACK, BY MANUFACTURE

GRILL, BY MANUFACTURE, SEE DETAIL - 9/C902

PICNIC TABLE, BY MANUFACTURE, SEE DETAIL - 7/C902

BIKE RACK, BY MANUFACTURE, SEE DETAIL - 11/C902

TRASH RECEPTACLE, BY MANUFACTURE, SEE DETAIL - 10/C902

BASKETBALL POLE AND NET, BY MANUFACTURE

FOREVER LAWN MOUND 10', SEE DETAIL - 5/C902

ADA PICNIC TABLE, BY MANUFACTURE, SEE DETAIL - 8/C902

BENCH SWING, BY MANUFACTURE, SEE DETAIL - 13/C902

FOREVER LAWN MOUND 6', SEE DETAIL - 6/C902

WATER FOUNTAIN, BY MANUFACTURE, SEE DETAIL - 12/C902

ADA TACTILE PAVER, SEE SHEET 7/C901

CURB DETAIL; STANDARD HEADER CURB, SEE DETAIL - 10/C90124

EXISTING 2" PLASTIC PE 447611

LG-E COLONIAL LANTERN POST (BY LG-E, SEE DETAIL 03/C905)

LG-E AREA FLOOD ON WOOD POST (BY LG-E, SEE DETAIL 03/C905)

26 26

26 26

27 LEGRAND WIREMOLD OUTDOOR GROUND BOX, SEE DETAIL 01/C905

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46867.00 June 30, 2025

111 West Main Street Suite 201

Louisville, KY 40202

502.627.8900

MSD SDP-25-1087 / WM# 12833

C903

SITE DETAILS

Revision No. Date Description

PICNIC PAVILION (BASIS OF DESIGN)

NOT TO SCALE

C903

NOTE:

- BASIS FOR DESIGN

- COORDINATE WITH ELECTRICIAN ON INSTALLATION OF OUTLETS AND LIGHT FIXTURES. (SEE

DETAILS 01/C905, 02/C905

- COORDINATE WITH SITE AND CONCRETE CONTRACTORS FOR TIMING OF FOOTING INSTALLATION.

- PRICING TO INCLUDE ENGINEERED STRUCTURAL DRAWINGS FOR CONCRETE PIER FOOTINGS

- INCLUDE PLATE STEEL TEMPLATES AND ANCHOR BOLTS PER MANUFACTURER'S SPECIFICATIONS

- INCLUDE PROVISIONING FOR ELECTRICAL LIGHTING FIXTURES PER MANUFACTURERS

SPECIFICATIONS

- ALL POSTS AND BEAMS TO BE BLACK SATIN POWDER COATED WITH ANTI-GRAFFITI COATING

- TONGUE AND GROOVE WOOD DECK (COLOR: NATURAL 716) UNDERNEATH MAX-RIB ROOFING

(COLOR ASH GRAY)

- PAVILION INSTALLATION TO INCLUDE CONCRETE FOOTINGS, COORDINATE WITH SITE CONCRETE

CONTRACTOR AND ELECTRICAL CONTRACTOR FOR SLEEVES, ELEVATIONS AND SEQUENCING.

- PAVILION SLAB BY SITE CONCRETE CONTRACTOR