COVER

SCHEDULE OF DRAWINGS

1018 East Jefferson Street, Louisville, KY 40206 | P 502.489.4221 www.element-site.com landscape architecture + civil engineering + planning

CONSULTANTS

Lexington | Louisville | Murray

SENECA PARK TENNIS COURTS

RENOVATION PROJECT

CONSTRUCTION DOCUMENTS

SITE PLAN NOT TO SCALE

Contact: Liz Piper, RLA

CVR COVER & SCHEDULE OF DRAWINGS

L1.0 EROSION PREVENTION & SEDIMENT CONTROL NOTES

L1.1 EROSION PREVENTION & SEDIMENT CONTROL PLAN + SITE DEMOLITION PLAN

L2.0 SITE IMPROVEMENTS PLAN

L3.0 SITE DETAILS

L3.1 COURT STRIPING PLAN

Date:

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CVR

BID SET

la nd sc ap e ar ch ite ct ur e+ ci vi l e ng in ee rin g+ pl an ni ng

LOUISVILLE METRO

PARKS & RECREATION

1297 TREVILIAN WAY

LOUISVILLE, KY 40213

YFP

EDP

08-29-2025

11-11-2025 USTA

PEE WEE REESE RD

ROCK CREEK DR

I-64

LEXINGTON RD

C

ANNO

NS LN

G

ARDEN DR

I-64

SENECA GOLF

COURSE

SITE LOCATION MAP

*NOT TO SCALE

PROJECT SITE

ROCK CREEK DR

PEE WEE REESE RD

BEALSBRANCH DR

C

IR

C

LE

H

IL

L D

R

EPSC

NOTESThe new look for Digging Safely in Kentucky

Call 811 Before You Dig.

A. CONTACT MSD INSPECTOR FOR A PRECONSTRUCTION MEETING BEFORE

INSTALLING ANY BMP'S

B. INSTALL & MAINTAIN PERIMETER SILT FENCE IN ACCORDANCE WTIH MSD DWG

EF-09-02 (SEE DETAIL A/L1.0 AND B/L1.0). SILT FENCING SHALL BE INSTALLED PRIOR TO THE

BEGINNING OF GRADING OPERATIONS AND MAINTAINED THROUGHOUT THE

CONSTRUCTION PERIOD UNTIL PERMANENT VEGETATION IS ESTABLISHED. REFER TO PLAN

FOR APPROXIMATE LOCATIONS.

C. WHERE CONSTRUCTION TRAFFIC LEAVES PAVED SURFACES INSTALL & MAINTAIN

CONSTRUCTION ENTRANCES IN ACCORDANCE WITH MSD DWG EF-01-03 (DETAIL D/L7.0).

LIMIT CONSTRUCTION ACCESS TO THE SITE TO THE LOCATION INDICATED AS AN ACCESS

DRIVEWAY.

D. COMMENCE SITE DEMOLITION, GRADING, AND CONSTRUCTION ACTIVITIES.

INSTALL PLANNED SURFACE STABILIZATION FEATURES AS WORK IS COMPLETED.

E. REMOVE ALL TEMPORARY BMP'S UPON FINAL INSPECTION AND APPROVAL BY

GOVERNING AUTHORITIES.

F. INSPECT ALL SEDIMENT CONTROL BMP'S EVERY 7 DAYS AND AFTER EVERY RAINFALL

EVENT GREATER THAN 1/2".

G. ALL SEDIMENT CONTROL BMP'S SHALL BE CLEANED WHEN SEDIMENT REACHES 1/3

THE HEIGHT OF THE STRUCTURE.

EPSC SEQUENCE & SCHEDULE:

Check daily & maintain throughout construction period

Permanent feature.

Maintain until permanent vegetation is established.

Immed. after rough grading, lawn & landcape areas.

Temporary Seeding

Maintain until permanent vegetation is established.

Install at beginning of grading operations.

Silt Fencing and Socks

TIMING / DURATIONCONTROL

BMP SCHEDULE

Rock/Silt Fence Exist. Inlet Protection Maintain until permanent vegetation is established.

Install at beginning of grading operations.

Sod/Seed Immediately after finish grading.

Construction Access Drives

Install at beginning of grading operations.

1. THE APPROVED EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) PLAN SHALL BE IMPLEMENTED PRIOR TO ANY LAND-DISTURBING ACTIVITY ON THE CONSTRUCTION SITE. ANY MODIFICATIONS TO THE APPROVED EPSC PLAN MUST BE REVIEWED AND APPROVED BY MSD'S PRIVATE DEVELOPMENT REVIEW OFFICE. EPSC BMP'S (BEST MANAGEMENT PRACTICES) SHALL BE INSTALLED PER THE PLAN AND MSD

STANDARDS.

2. DETENTION BASINS, IF APPLICABLE, SHALL BE CONSTRUCTED FIRST AND SHALL PERFORM AS SEDIMENT BASINS DURING CONSTRUCTION

UNTIL THE CONTRIBUTING DRAINAGE AREAS ARE SEEDED AND STABILIZED.

3. ACTIONS MUST BE TAKEN TO MINIMIZE THE TRACKING OF MUD AND SOIL FROM CONSTRUCTION AREAS ONTO PUBLIC ROADWAYS. SOIL

TRACKED ONTO THE ROADWAY SHALL BE REMOVED DAILY.

4. SOIL STOCKPILES SHALL BE LOCATED AWAY FROM STREAMS, PONDS, SWALES, AND CATCH BASINS. STOCKPILES SHALL BE SEEDED, MULCHED, AND ADEQUATELY CONTAINED THROUGH THE USE OF SILT FENCE.

5. SEDIMENT-LADEN GROUNDWATER ENCOUNTERED DURING TRENCHING, BORING OR OTHER EXCAVATION ACTIVITIES SHALL BE PUMPED TO A SEDIMENT TRAPPING DEVICE PRIOR TO BEING DISCHARGED INTO A STREAM, POND, SWALE, OR CATCH BASIN.

6. WHERE CONSTRUCTION OR LAND DISTURBING ACTIVITY WILL OR HAS TEMPORARILY CEASED ON ANY PORTION OF A SITE, TEMPORARY SITE STABILIZATION MEASURES SHALL BE REQUIRED AS SOON AS PRACTICABLE, BUT NO LATER THAN 14 DAYS AFTER THE ACTIVITY HAS CEASED.

7. TIE BACK DISTANCES ON SILT FENCE ARE TO BE ADEQUATE TO ALLOW FOR A MINIMUM 2 FEET OF STORAGE.

8. ALL ROADSIDE SWALES / DITCHES AND IMMEDIATE CONTRIBUTING DRAINAGE TO THEM MUST BE STABILIZED AS THE SWALES / DITCHES ARE

BEING CONSTRUCTED TO AVOID SEDIMENT RUNOFF ONTO ADJOINING PROPERTIES.

9. THE EROSION PREVENTION AND SEDIMENT CONTROL DEVICES SHOWN ON THIS PLAN SET ARE INTENDED TO BE THE MINIMUM CONTROL MEASURES. ADDITIONAL EPSC DEVICES MAY NEED TO BE INSTALLED AS NECESSARY BY THE CONTRACTOR TO PREVENT EROSION AND

SEDIMENTATION.

10. AT THE END OF EACH WORKDAY THE SITE SHALL BE CLEANED OF SEDIMENT AND DEBRIS. DISTURBED AREAS SHALL HAVE SILT CONTROL INSTALLED OR SHALL BE STABILIZED SO THAT SEDIMENT WILL NOT GET OFFSITE OR INTO THE STORM SYSTEM DURING A RAIN EVENT.

MSD STANDARD EPSC NOTES:

A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED FROM A SURVEY BY ENDRIS ENGINEERING, PSC. THIS INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACCURACY

OF THE INFORMATION SHOWN THEREON. CONTRACTOR TO VERIFY ALL INFORMATION SHOWN.

B. THE CONTRACT DRAWINGS SHOW THE APPROXIMATE LOCATION OF EXISTING AND PROPOSED UTILITY LINES. THESE LINES HAVE BEEN IDENTIFIED AND LOCATED AS ACCURATELY AS POSSIBLE USING AVAILABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ACTUAL UTILITY LOCATIONS AND TAKING ALL DUE CAUTION IN EXCAVATION ACTIVITIES.

C. THE DESIGNATED CONCRETE WASH OUT PIT SHALL BE CLEANED AND ALL CONCRETE AND ASSOCIATED DEBRIS SHALL BE REMOVED AND

HAULED OFF SITE AT THE CONCLUSION OF ALL CONCRETE CONSTRUCTION WORK.

D. STOCKPILED TOPSOIL SHALL BE PROTECTED FROM WIND AND WATER EROSION BY TEMPORARY VEGETATIVE SEEDING. IN ADDITION, PROVIDE SILT FENCING AT THE PERIMETER OF STOCKPILES TO PREVENT SEDIMENT RUNOFF. MAINTAIN VEGETATIVE COVER AND SILT FENCING

UNTIL TOPSOIL STOCKPILES ARE REMOVED.

E. THE CONTRACTOR SHALL OBTAIN A STORM WATER PERMIT / SUBMIT A NOTICE OF INTENT (NOI) TO THE KENTUCKY DIVISION OF WATER AND ANY APPLICABLE PERMITS FROM STATE AND LOCAL GOVERNING AGENCIES. IN ADDITION, THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION AND MAINTENANCE SHOWN ON THIS PLAN AS PART OF THE CONTRACT SCOPE OF WORK.

F. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING AN ON SITE MAINTENANCE LOG OF ALL EROSION CONTROL FEATURES AND BMP'S.

DURING THE ENTIRE CONSTRUCTION PERIOD, THE CONTRACTOR'S SUPERINTENDENT OR OTHER DULY AUTHORIZED FIELD REPRESENTATIVE SHALL INSPECT ALL BMP'S AS LISTED IN THE LOG BOOK, NOTE THE CONDITION AND PERFORMANCE OF EACH BMP AND TAKE CORRECTIVE ACTION

FOR EACH BMP AS REQUIRED.

G. BEST MANAGEMENT PRACTICES (BMP) MANUAL: IN ADDITION TO THIS PLAN, THE CONTRACTOR SHALL COMPLY WITH THE MANUAL ENTITLED 'KENTUCKY BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES,' CURRENT EDITION, PREPARED BY THE KENTUCKY DIVISION OF CONSERVATION AND OF WATER. THE CONTRACTOR SHALL ALSO COMPLY WITH THE KENTUCKY EROSION PREVENTION AND SEDIMENT CONTROL FIELD GUIDE, CURRENT EDITION. THE CONTRACTOR SHALL MAKE APPROPRIATE MODIFICATIONS TO THIS PLAN AS NECESSARY TO ACHIEVE THE PLAN GOAL OF MINIMIZING EROSION AND SEDIMENTATION. ANY SUCH CHANGES ARE SUBJECT TO REVIEW BY THE LANDSCAPE

ARCHITECT.

H. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR WILL PROMPTLY REPAIR, REBUILD, REPLACE, CLEAN OUT OR OTHERWISE MODIFY ANY BMP'S THAT REQUIRE ATTENTION OR THAT DO NOT PERFORM AS REQUIRED. THE CONTRACTOR WILL NOTE IN THE MAINTENANCE LOG

WHAT MAINTENANCE OR RECONSTRUCTION WAS REQUIRED AND ANY ACTION TAKEN.

I. TO REDUCE EROSION, MUD AND DUST FROM EXPOSED SOIL AREAS, TEMPORARY SEEDING SHALL BE DONE ON EXPOSED SOILS. FOR ANY BMP'S THAT DO NOT APPEAR TO PERFORM AS DESIGNED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER (A/E) FOR REVIEW. IF THE A/E AND OR STATE AND LOCAL GOVERNING AGENCY DETERMINE THAT A BMP NEEDS TO BE REDESIGNED OR REPLACED WITH ANOTHER MORE APPROPRIATE BMP BECAUSE OF ACTUAL FIELD PERFORMANCE OR OTHERWISE, UPON APPROVAL OF THE OWNER, THE A/E WILL MAKE THOSE DESIGN CHANGES AND PROVIDE TO THE CONTRACTOR FOR CONSTRUCTION. IF THIS REQUIRES MEASURABLE ADDITIONAL WORK ABOVE THE

SPECIFIED SCOPE OF WORK, THE CONTRACTOR MAY REQUEST A CHANGE ORDER FOR THE WORK.

J. UPON COMPLETION OF THE PROJECT, AND ONCE FINAL VEGETATIVE COVER HAS BEEN ESTABLISHED TO THE SATISFACTION OF THE A/E THE CONTRACTOR WILL REMOVE ALL BMP'S AND SUBMIT A NOTICE OF TERMINATION (NOT) TO THE DIVISION OF WATER & APPLICABLE STATE

AND LOCAL GOVERNING AGENCIES.

K. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING INLET PROTECTION FOR ALL EXISTING AND PROPOSED STORM STRUCTURES WITHIN THE

LIMIT OF CONSTRUCTION.

L. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES AND AVAILABILITY OF SITE WITH THE OWNER PRIOR TO BEGINNING

WORK AT ANY GIVEN SITE.

M. ALL ROADS AND DRIVES USED TO ACCESS THE SITE SHALL BE KEPT CLEAN AND FREE OF MUD & SILT DURING THE CONSTRUCTION PERIOD.

PERIODIC INSPECTION BY GOVERNING OFFICIALS WILL OCCUR. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING THE

VEHICLE WASH DOWN AREAS INDICATED ON THIS PLAN.

EPSC GENERAL NOTES:

M

IN

NOTES:

INSTALLATION:

1. STONE FILL BAGS SHALL BE WOVEN POLYPROPYLENE BAGS WITH

APPROXIMATE DIMENSION SOF 181

2" BY 28". THE BAGS SHALL BE FILLED 12 TO 23

FULL WITH KTC #57 STONE. TIE THE ENDS OF FILLED BAGS USING EITHER

DRAW STRINGS OR WIRE TIES.

2. INTERWEAVE THE LOOSE ENDS OF THE BAGS SO THAT THE GAPS BETWEEN

BAGS ARE FILLED AND THE ENDS OF THE BAGS ARE SEALED. COMPLETELY

SURROUND THE INLET WITH A MINIMUM OF TWO (2) ROWS OF BAGS TO A

MINIMUM OF 12" IN HEIGHT.

3. INSTALL AT ALL EXISTING STORM INLETS AND OUTLET STRUCTURES AND AT

ALL NEWLY CONSTRUCTED STORM INLETS AND OUTLET STRUCTURES UNTIL

PERMANENT STABILIZATION HAS BEEN ESTABLISHED.

INSPECTION & MAINTENANCE:

1. INSPECTIONS SHOULD BE MADE EVERY SEVEN (7) CALENDAR DAYS AND

WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES 12" OR

MORE OF PRECIPITATION. ANY NEEDED REPAIRS SHOULD BE HANDLED

IMMEDIATELY.

2. IF SEDIMENT ACCUMULATES, REMOVE IT FROM THE FACE OF THE BAGS

BEFORE IT ACCUMULATES TO A HEIGHT EQUAL TO 13 THE STRUCTURE HEIGHT.

ANY NEEDED REPAIRS SHOULD BE HANDLED IMMEDIATELY. TAKE CARE NOT

TO DAMAGE OR UNDERCUT THE BAGS WHEN REMOVING SEDIMENT.

REMOVE AND REPLACE ANY DAMAGED BAGS AND DISPOSE OF THEM

PROPERLY.

3. STORM DRAIN INLET PROTECTION STRUCTURES SHOULD BE REMOVED ONLY

AFTER THE DISTURBED AREAS ARE PERMANENTLY STABILIZED. REMOVE ALL

CONSTRUCTION MATERIAL AND SEDIMENT AND DISPOSE OF THEM

PROPERLY.

4. GRADE THE DISTURBED AREA TO THE ELEVATION OF THE DROP INLET

STRUCTURE CREST. USE APPROPRIATE PERMANENT STABILIZATION METHODS

TO STABILIZE BARE AREA AROUND THE INLET.

18 1/2" x 28" WOVEN

POLYPROPYLENE BAGS - FILL

1/2 - 2/3 FULL W/ #57 STONE

SURROUND INLET W/ TWO

COURSES OF BAGS, MIN.

PLAN VIEW

INTERWEAVE BAG ENDS TO

CLOSE GAPS BETWEEN BAGS

AND TO SEAL BAGS

12" HEIGHT REQ. IS WAIVED IN CASES WHERE IT

WILL CAUSE FLOOD DAMAGE IF THE STONE

BAGS ARE OVERTOPPED

ELEVATION VIEW

AVOID DAMAGE TO TREE ROOTS IN WOODLAND AREAS. NOTIFY

OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY OF POTENTIAL

CONFLICTS PRIOR TO INSTALLATION.

NOTES:

1. THE FENCE SHOULD BE PLACED ACROSS THE SLOPE ALONG A LINE OF UNIFORM ELEVATIONS (PERPEDICULAR TO THE DIRECTION OF FLOW). THE FENCE SHOULD BE LOCATED AT LEAST 10 FT FROM THE TOE OF SLOPES TO PROVIDE SEDIMENT STORAGE AND ACCESS FOR MAINTENANCE AND CLEANOUT.

2. A FLAT BOTTOM TRENCH APPROX. 4 INCHES WIDE AND 8 INCHES DEEP, OR V-SHAPED TRENCH 8 INCHES DEEP SHOULD BE EXCAVATED. ON THE DOWN-SLOPE SIDE OF THE TRENCH, DRIVE THE 1.33LBS/LINEAR FT STEEL POSTS AT LEAST 12 INCHES INTO THE GROUND, SPACING THEM NO FURTHER THAN 6 FT APART.

3. POSTS SHOULD BE INSTALLED, WITH 1 TO 2 INCHES OF THE POST PROTRUDING ABOVE THE TOP OF THE FABRIC AND NO MORE THAN 3 FEET OF THE POST SHOULD PROTRUDE ABOVE THE GROUND. THE MINIMUM FENCE HEIGHT ABOVE THE GROUND SHALL BE 18 INCHES. THE MAXIMUM FENCE HEIGHT ABOVE THE GROUND

SHALL BE 24 INCHES.

4. FASTEN THE 6 INCH X 6 INCH 14 GAGE WIRE MESH TO THE UP-SLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR

HOG RINGS. EXTEND THE MESH 6 INCHES INTO THE TRENCH.

5. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE WRAPPED TOGETHER ONLY AT A SUPPORT POST WITH BOTH ENDS SECURELY FASTENED TO THE POST, WITH A MINIMUM 6

INCH OVERLAP.

6. EXTRA-STRENGTH FILTER CLOTH (50 LBS/LINEAR INCH MINIMUM TENSILE STRENGTH) SHALL USE PLASTIC WIRE TIES TO ATTACH THE FABRIC TO THE POST AND WIRE.

EXTEND 12 INCHES OF THE FABRIC INTO THE TRENCH.

7. PLACE THE BOTTOM 12 INCHES OF THE FILTER FABRIC INTO THE 8 INCH DEEP TRENCH, EXTENDING THE REMAINING 4 INCHES TOWARDS THE UP-SLOPE SIDE OF THE

TRENCH AND BACKFILL THE TRENCH WITH SOIL OR GRAVEL AND COMPACT.

INSPECTION & MAINTENANCE:

1. INSPECTIONS SHOULD BE MADE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES 12" OR MORE OF PRECIPITATION. CHECK FOR AREAS WHERE RUNOFF HAS ERODED A CHANNEL BENEATH THE FENCE, OR WHERE THE FENCE WAS CAUSED TO SAG OR COLLAPSE

BY RUNOFF OVERTOPPING THE FENCE.

2. IF THE FABRIC TEARS, BEGINS TO DECOMPOSE, OR IN ANY WAY BECOMES IN EFFECTIVE, REPLACE THE AFFECTED SECTION OF FENCE IMMEDIATELY.

3. SEDIMENT MUST BE REMOVED WHEN IT REACHES 13 THE HEIGHT OF THE FENCE, ESPECIALLY IF HEAVY RAINS ARE EXPECTED.

4. REINFORCED SILT FENCE SHOULD BE REMOVED 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER TEMPORARY BMPS ARE NO LONGER NEEDED.

TRAPPED SEDIMENT SHOULD BE REMOVED OR STABILIZED ON SITE. DISTURBED AREAS RESULTING FROM FENCE REMOVAL SHALL BE PERMANENTLY STABILIZED.

FABRIC ATTACHMENT DETAIL

FILTER FABRIC

LATH (ATTACH

WITH 1-1/2"

STAPLES)

POST

MAXIMUM SPACING = 6 FT.

SPACING BASED ON LOAD

2" X 2"

HARDWOOD

POSTS

FILTER FABRIC

2" WIDE LATH

BACKFILL TRENCH WITH

COMPACTED EARTH

USE EITHER FLAT-BOTTOM OR

V-BOTTOM TRENCH SHOWN BELOW BURY FABRIC

SILT FENCE INSTALLATION

RUNOFF

18" TO 24"

18" MIN.

FILTER FABRIC

LATH

COMPACTED

EARTH

RUNOFF

8"

FILTER

FABRIC

4"

FLAT BOTTOM TRENCH DETAIL

18" TO 24"

18" MIN.

FILTER FABRIC

LATH

COMPACTED

EARTH

RUNOFF

8"

FILTER

FABRIC

4"

'V' - BOTTOM TRENCH DETAIL

STABILIZED CONSTRUCTION ENTRANCE DETAIL

N.T.S.

D

(MSD STD DWG ER-01-03)

DIVERT ALL SURFACE RUNOFF AND

DRAINAGE FROM THE STONE PAD TO A

SEDIMENT TRAP OR BASIN OR OTHER

SEDIMENT TRAPPING STRUCTURE.

INSTALL A CULVERT PIPE ACROSS

THE ENTRANCE WHEN NEEDED TO

PROVIDE POSITIVE DRAINAGE

COARSE AGGREGATE KTC NO. 3

STONE, 6" MINIMUM DEPTH

6" MIN.

100' MIN.

PUBLIC

ROAD

UNDERLINING GEOTEXTILE FABRIC

NOTES:

1. STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL BE LEAVING A

CONSTRUCTION SITE AND MOVING DIRECTLY ONTO A PUBLIC ROAD.

2. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFFSITE. WASHDOWN FACILITIES SHALL BE REQUIRED AS DIRECTED BY MSD. WASHDOWN AREAS IN GENERAL MUST BE ESTABLISHED WITH CRUSHED GRAVEL AND DRAIN INTO A SEDIMENT TRAP OR SEDIMENT BASIN.

3. CONSTRUCTION ENTRANCES SHOULD BE USED IN CONJUNCTION WITH THE STABILIZATION OF CONSTRUCTION ROADS

TO REDUCE THE AMOUNT OF MUD PICKED UP BY VEHICLES.

INSTALLATION:

1. REMOVE ALL VEGETATION AND ANY OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.

2. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM STONES TO A SEDIMENT TRAP OR BASIN.

3. INSTALL A GEOTEXTILE FABRIC PRIOR TO PLACING ANY STONE.

4. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN NEEDED TO PROVIDE POSITIVE DRAINAGE.

5. THE ENTRANCE SHALL CONSIST OF KTC #3 STONE WITH A MINIMUM THICKNESS OF 6 INCHES.

6. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE 24 FEET WIDE BY 100 FEET LONG, AND MAY BE MODIFIED AS

NECESSARY TO ACCOMMODATE SITE CONSTRAINTS.

INSPECTION & MAINTENANCE:

1. INSPECT ENTRANCES EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES 12 INCH OR MORE OF PRECIPITATION, OR AFTER HEAVY USE. CHECK FOR MUD AND SEDIMENT BUILDUP AND PAD INTEGRITY. MAKE DAILY INSPECTIONS DURING PERIODS OF WET WEATHER. MAINTENANCE IS REQUIRED MORE FREQUENTLY IN WET WEATHER CONDITIONS. RESHAPE THE STONE PAD AS NEEDED FOR DRAINAGE AND RUNOFF

CONTROL.

2. WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY THE INSPECTOR. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE MUD BEING CARRIED OFF-SITE BY VEHICLES.

FREQUENT WASHING WILL EXTEND THE USEFUL LIFE OF STONE.

3. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING.

FLUSHING SHOULD ONLY BE USED WHEN THE WATER CAN BE DISCHARGED TO A SEDIMENT TRAP OR BASIN.

4. REPAIR ANY BROKEN PAVEMENT IMMEDIATELY.

5. INSPECT AND CLEAN SEDIMENT TRAPS IMMEDIATELY FOLLOWING EACH RAINFALL.

6. DISPOSE OF SEDIMENT IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.

7. REMOVE STABILIZED CONSTRUCTION ENTRANCES AS SOON AS THEY ARE NO LONGER NEEDED TO PROVIDE ACCESS TO

THE SITE. BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT USING APPROPRIATE PERMANENT STABILIZATION

METHODS.

TEMPORARY SILT FENCE

(MSD STD DWG EF-09-02) INLET PROTECTIONN.T.S. A

C

REFER TO EPSC PLANS L1.0 & L1.1

REFER TO EPSC PLANS L1.0 & L1.1

FLOW

FILTER SOCK DETAIL B

NOTES:

1. ENDS OF ROLLS TO BE TURNED SLIGHTLY UPHILL

2. 2" SQ. STAKES SHALL BE MIN. 36" LONG FOR 12" DIA.

ROLL. IF LARGER ROLL, SIZE ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS. STAKES SHALL

NOT EXTEND ABOVE THE ROLL MORE THAN 2".

3. FILL MATERIAL TO MEET FILTREXX SPECIFCATIONS OR

APPROVED EQUAL.

4. WOOD STAKES TO BE LOCATED AT ENDS OF ROLL AND

THEN SPACED AT 10' O.C. OR PER MANUFACTURER.

WOOD STAKE, LOCATE EVERY

10' OR PER MANUFACTURER'S

RECOMMENDATION

IN

M

IN

IM

UM

12" FILTREXX SILTSOXX OR

APPROVED EDQUAL

* TO BE USED IN LIEU OF SILT FENCE WITHIN DRIPLINE OF TREES

NOT TO SCALE

WORK AREA AREA TO BE PROTECTED

* FILTER SOCK TO BE USED IN LIEU OF SILT FENCE WITHIN DRIPLINE OF TREES. SEE DETAIL B/L1.0.

(MSD STD DWG EF-03-02)N.T.S.

REFER TO EPSC PLANS L1.0 & L1.1

Date:

Drawn by:

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L1.0

BID SET

la nd sc ap e ar ch ite ct ur e+ ci vi l e ng in ee rin g+ pl an ni ng

LOUISVILLE METRO

PARKS & RECREATION

1297 TREVILIAN WAY

LOUISVILLE, KY 40213

YFP

EDP

08-29-2025

11-11-2025 USTA

RO

C

K C

REEK DR

C

IRC

LE HILL RD

PEE WEE REESE RD

SF

SILT FENCING, SEE NOTES AND DETAILS

A&B/L0.0. WHERE SILT FENCING IS

WITHIN THE DRIP LINE OF TREES,

SUBSTITUTE FIBER ROLLS TO MINIMIZE

ROOT DISTURBANCE. KEEP & MAINTAIN

ALL SILT FENCING IN PLACE UNTIL

VEGETATIVE COVER IS ESTABLISHED.

LIMITS OF CONSTRUCTION.

EXISTING IMPERVIOUS SURFACE: 61,480.50 SF / 1.41 ACRES

PROPOSED IMPERVIOUS SURFACE: 61,480.50 SF / 1.41 ACRES

TOTAL AREA OF PARK: 2,774,018.41 SF / 63.68 ACRES

TOTAL AREA OF PROJECT SITE: 61,480.50 SF / 1.41 ACRES

EROSION PREVENTION & SEDIMENT CONTROL + DEMO PLAN

The new look for Digging Safely in Kentucky

Call 811 Before You Dig.

EPSC PLAN +

DEMO

STORMWATER DATA:

15 60

900SCALE 1" = 30'-0"

DRAINAGE DIRECTION

VEHICLE WASH DOWN AREA SEE NOTES

FOR REQUIREMENTS

Date:

Drawn by:

Checked by:

Revision:

Revision:

Revision:

Revision:

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Lo ui sv ille

, K en tu ck y

Se ne ca P ar k

Te nn is C ou rts so ut h br oa d w ay le xin gt on

, k y p.

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9.

9.

e . j ef fe rs on st sv ille

, k y p.

.4

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L1.1

BID SET

la nd sc ap e ar ch ite ct ur e+ ci vi l e ng in ee rin g+ pl an ni ng

LOUISVILLE METRO

PARKS & RECREATION

1297 TREVILIAN WAY

LOUISVILLE, KY 40213

YFP

EDP

08-29-2025

11-11-2025 USTA

EXISTING TREE TO BE

PROTECTED - SEE NOTES AND

DETAIL A/L1.1 FOR TREE

PROTECTION FENCING

REQUIREMENTS.

MILL EXISTING PAVEMENT,

FULL DEPTH.

EPSC & DEMOLITION LEGEND

CONSTRUCTION ACCESS DRIVE, SEE

NOTES & DETAIL D/L0.0

DEMOLITION NOTES:

A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED FROM A SURVEY BY

ENDRIS ENGINEERING. THIS INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR.

THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION SHOWN

THEREON. CONTRACTOR TO VERIFY ALL INFORMATION SHOWN.

B. THE CONTRACT DRAWINGS SHOW THE APPROXIMATE LOCATION OF EXISTING AND PROPOSED UTILITY LINES. THESE LINES HAVE BEEN IDENTIFIED AND LOCATED AS ACCURATELY AS POSSIBLE USING AVAILABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ACTUAL UTILITY

LOCATIONS.

C. SAWCUT EDGES OF EXISTING PAVEMENT WHERE NEW PAVEMENT ABUTS AND / OR EXISTING PAVEMENT

IS INDICATED TO BE REMOVED.

D. CONTRACTOR TO PROTECT ALL EXISTING TREES TO REMAIN. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF ANY TREES ARE DAMAGED ON OR OFF SITE. NO MATERIALS ARE TO BE STORED UNDER A TREE IN ANY CIRCUMSTANCE. THE CONTRACTOR SHALL MAINTAIN TREE PROTECTION FENCING WHERE INDICATED AND FOR ALL EXISTING TREES WITHIN THE LIMITS OF THE CONSTRUCTION FENCING. TREE PROTECTION FENCING SHALL BE CONSTRUCTED OF SAFETY FENCE WITH STEEL 'T' SECTION FENCE POSTS SPACED AT 6' MAXIMUM; LIMIT OF FENCE TO ALIGN WITH CANOPY / DRIP EDGE OF TREES TO AVOID

DAMAGE TO EXISTING TREES DURING CONSTRUCTION.

E. CONTRACTOR SHALL PROTECT ALL SURROUNDING AREAS. CONTRACTOR SHALL REPAIR ANY DAMAGES TO OFF OR ON SITE PROPERTY THAT IS NOT LISTED TO BE REMOVED AT NO ADDITIONAL COST TO

OWNER.

F. SEE SPECIFICATIONS FOR OTHER DEMOLITION AND SITE CLEARING REQUIREMENTS.

G. CONTRACTOR SHALL PROTECT ALL UTILITY STRUCTURES. ANY DAMAGES TO UTILITIES ON OR OFF SITE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR REPAIR AT NO ADDITIONAL COST TO OWNER.

THE CONTRACTOR SHALL SALVAGE AND REINSTALL ALL EXISTING UTILITY MARKERS IN NEW PAVEMENT.

H. PROTECT ALL EXISTING VEGETATION AND TREE LINES THROUGHOUT CONSTRUCTION; CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY EXISTING PLANTINGS DAMAGED BY CONSTRUCTION

ACTIVITIES.

I. EPSC SHALL BE INSTALLED PRIOR TO ANY DEMOLITION OCCURING. REFER TO SHEETS L1.0 THROUGH L1.1.

1. REMOVE ALL EXISTING TENNIS COURT PERIMETER AND INTERIOR FENCING.

2. REMOVE ALL EXISTING TENNIS COURT NETTING AND APPURTENANCES

3. PROTECT EXISTING FURNISHINGS TO REMAIN. IF NECESSARY, REMOVE SITE FURNISHINGS

FOR DURATION OF PROJECT AND REINSTALL UPON COMPLETITION.

4. CONSTRUCTION ACCESS DRIVE, SEE DETAIL D/LX.X

EPSC & DEMOLITION KEYNOTES:

EXISTING UTILITY LEGEND

UNDERGROUND TELEPHONE/CABLE

UNDERGROUND ELECTRIC

CHAIN LINK FENCE

GAS LINE

WATER LINE

SIGNS

SANITARY MANHOLE

STORM MANHOLE

LIGHT POLE (LP)

CLEAN OUT (c/o)

SANITARY SEWER (PER PLAN

- NOT LOCATED)

UNDERGROUND TELEPHONE/CABLE

(PER PLAN NOT LOCATED)

GAS LINE (PER PLAN

- NOT LOCATED)

EXISTING ELECTRICAL BOXES TO

REMAIN. PROTECT IN PLACE DURING

CONSTRUCTION

TREE PROTECTION

N.T.S. A

CROWN DRIP LINE OR OTHER LIMIT OF TREE

PROTECTION AREA. SEE

DEMOLITION PLAN FOR FENCE ALIGNMENT.

4' -0

TREE PROTECTION

FENCE: 4' HIGH

SNOW FENCE ATTACHED TO

STEEL POSTS

INSTALLED AT 8' O.C.

COARSE MULCH.

NOTES:

1. SEE SPECIFICATIONS FOR ADDITIONAL TREE

PROTECTION REQUIREMENTS.

2. NO PRUNING SHALL BE PERFORMED EXCEPT BY

APPROVED ARBORIST.

3. NO EQUIPMENT SHALL OPERATE INSIDE THE

PROTECTIVE FENCING INCLUDING DURING FENCE

INSTALLATION AND REMOVAL.

4. SEE SITE PREPARATION PLAN FOR ANY

MODIFICATIONS WITHIN THE TREE PROTECTION

AREA.

MAINTAIN EXISTING

GRADE WITH THE TREE

PROTECTION FENCE

UNLESS OTHERWISE

INDICATED ON THE PLANS.

540.7

+540.7

+ 541.7

+ 540.7 + 540.7

541.7 +

540.7

540.7 +540.7+

541.7

540.7 +

PEE WEE REESE RD

541.7

541.7

541.7

540.7

540.7

SITE IMPROVEMENTS PLAN

10 40

600SCALE 1" = 20'-0"

SITE IMPROVEMENTS

PLAN

SITE IMPROVEMENTS LEGEND

+93.0

991 PROPOSED CONTOUR

PROPOSED SPOT ELEVATION

DRAINAGE DIRECTION

MATCH EXISTING GRADEME

SITE IMPROVEMENTS KEY NOTES:

SITE IMPROVEMENTS NOTES:

A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED FROM A

SURVEY BY ENDRIS ENGINEERING. THIS INFORMATION IS PROVIDED FOR THE CONVENIENCE OF

THE CONTRACTOR. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OF THE

INFORMATION SHOWN. CONTRACTOR TO VERIFY ALL INFORMATION SHOWN.

B. DIMENSIONS GIVEN IN RELATIONSHIP TO BUILDINGS OR OTHER SITE ELEMENTS ARE MEASURED PERPENDICULAR FROM THE OUTSIDE FACE OF BRICK, STONE, OR CONCRETE UNLESS OTHERWISE

INDICATED. DIMENSIONS GIVEN AT ROADWAYS ARE FROM FACE OF CURB TO FACE OF CURB

UNLESS OTHERWISE NOTED. DIMENSIONS ARE REFERENCED AT 90° ANGLES UNLESS OTHERWISE

INDICATED. RADII ARE 5’ UNLESS OTHERWISE INDICATED.

C. THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF EXISTING AND PROPOSED UTILITY LINES.

THESE LINES HAVE BEEN IDENTIFIED AND LOCATED AS ACCURATELY AS POSSIBLE USING

AVAILABLE INFORMATION; CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ACTUAL

LOCATIONS.

D. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL INVOLVED UTILITY COMPANIES AND

PUBLIC AGENCIES, COORDINATING WITH THEM ALL CONSTRUCTION ACTIVITIES, REQUIRED

PERMITTING, AND VERIFYING ALL SITE UTILITIES PRIOR TO CONSTRUCTION ACTIVITY.

E. PROTECT EXISTING TREES AND ITEMS TO REMAIN WITHIN THE LIMIT OF CONTRACT FROM

DAMAGE DURING CONSTRUCTION UNLESS OTHERWISE INDICATED FOR REMOVAL.

F. PROVIDE EXPANSION JOINTS WHEREVER NEW PAVEMENT ABUTS EXISTING PAVEMENT, BUILDING

FACE, WALL FACE, OR OTHER STRUCTURE.

G. CONTRACTOR SHALL MAINTAIN STORM DRAINAGE SYSTEMS TO FUNCTION THROUGHOUT THE

CONSTRUCTION PERIOD.

H. PROPOSED GRADES SHOWN ARE FINISHED GRADES. ADJUST RIM ELEVATIONS OF ALL EXISTING

STRUCTURES TO MATCH PROPOSED FINISHED GRADES.

I. ALL EXISTING LAWN AREAS DISTURBED BY CONSTRUCTION (INCLUDING GRADING, EARTHWORK, AND SITE UTILITY WORK) ARE TO BE SEEDED UNLESS OTHERWISE INDICATED. EXTEND LIMITS OF SEEDING TO INCLUDE ALL DISTURBED AREAS. SEE SPECIFICATIONS “LAWNS AND GRASSES” FOR

REQUIREMENTS.

PROVIDE EROSION CONTROL BLANKET FOR ALL SEEDED SLOPES 4:1 OR STEEPER. SEE

SPECIFICATIONS SECTION 329200 “TURF AND GRASSES” AND EPSC PLAN FOR REQUIREMENTS.

ALL DRAINAGE SWALES SHALL BE SODDED WITH MIN. 6’ WIDE SOD FOR FULL LENGTH OF SWALE.

J. GRADE ALL NEW PAVEMENTS TO DRAIN. GRADE ALL NEW WALKS AT MAX. 2% CROSS SLOPE.

GRADE ALL NEW WALKS TO MAX. 5% LONGITUDINAL SLOPE UNLESS OTHERWISE NOTED AS

RAMPS.

K. CONTRACTOR SHALL PROVIDE ALL NECESSARY CONTROL POINT, SURVEY, LAYOUT, AND

CONSTRUCTION STAKING FOR CONSTRUCTION PURPOSES.

L. DIGITAL FILES WILL BE PROVIDED TO THE AWARDED CONTRACTOR FOR LAYOUT PURPOSES.

M. REFER TO SPECIFICATIONS / PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

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BID SET

la nd sc ap e ar ch ite ct ur e+ ci vi l e ng in ee rin g+ pl an ni ng

LOUISVILLE METRO

PARKS & RECREATION

1297 TREVILIAN WAY

LOUISVILLE, KY 40213

YFP

EDP

08-29-2025

11-11-2025 USTA

COURT SURFACING. SEE KEYNOTES AND DETAILS L3.0

NEW FENCING, SEE KEYNOTES 4 & 5

1. MATCH EXISTING GRADES AT PAVEMENT EDGES.

2. REPAIR ALL CRACKS AND INSTALL NEW ASPHALT COURT SURFACE COURSE. SEE STRIPING PLAN L3.1 AND DETAIL H/L3.0. AND SPECIFICATIONS SECTION 321216 ASPHALT PAVING FOR ADDITIONAL

INFORMATION.

3. NEW ACRYLIC SPORT COURT SURFACING SYSTEM. SEE STRIPING PLAN L3.1 AND DETAIL H/L3.0. AND

SPECIFICATIONS SECTION 321823 'SPORT COURT SURFACE' FOR ADDITIONAL INFORMATION.

4. NEW VINYL COATED BLACK CHAIN LINK PERIMETER FENCE. SEE DETAIL B/L3.0. AND SPECIFICATIONS

SECTION 323113 CHAIN LINK FENCES AND GATES FOR ADDITIONAL INFORMATION.

5. NEW VINYL COATED BLACK CHAIN LINK INTERIOR FENCE. SEE DETAIL B/L3.0. AND SPECIFICATIONS

SECTION 323113 CHAIN LINK FENCES AND GATES FOR ADDITIONAL INFORMATION.

6. NEW TENNIS COURT AND NETS. PROVIDE STRIPING AS SHOWN. SEE DETAIL SHEET L3.0 AND STRIPING

PLAN L3.1.

7. PROVIDE 48" OPENING IN PERIMETER FENCE.

A

PP

RO

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LO

PE

4 4

6 6 6 6

6 6

6 6

TENNIS COURT ASPHALT MIX SPECIAL NOTES:

1. MAINTAIN 3.5% AIR VOIDS; ENSURE DENSE, SMOOTH FINISH TO PREVENT

IRREGULARITIES TELEGRAPHING THROUGH (BOTH COURSES)

2. SURFACE LAYER: INCREASE TSR >85% FOR LONG-TERM MOISTURE RESISTANCE.

3. QC TESTING: FIELD DENSITY AND SMOOTHNESS SHOULD BE DOCUMENTED

BEFORE SURFACING; DEVIATIONS >¼" OVER 10' SHOULD BE CORRECTED.

4. JOINT CONSTRUCTION: FOLLOW ASBA SECTION 4.3.4 - STAGGER

LONGITUDINAL JOINTS, COMPACT HOT TO HOT, AVOID OVERLAPPING COLD

JOINTS.

5. SURFACE MIX VMA (15.8-17.7%) EXCEEDS ASBA MINIMUM (≥14%); BASE MIX

(13.3%) IS SLIGHTLY LOW BUT ACCEPTABLE.

SURFACE SHALL BE 100% ACRYLIC COLOR SURFACE BY SPORTMASTER OR

APPROVED EQUAL. SEE SPECS.

SITE DETAILS

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la nd sc ap e ar ch ite ct ur e+ ci vi l e ng in ee rin g+ pl an ni ng

LOUISVILLE METRO

PARKS & RECREATION

1297 TREVILIAN WAY

LOUISVILLE, KY 40213

YFP

EDP

08-29-2025

11-11-2025 USTA

ANOT USED

NTS

"-2

4" (T

YP

15" DIA.

CL CL

NET

LINE

NET

LINE

CENTER STRAP ANCHOR, ALIGN PIN WITH TENNIS NET

CONCRETE FOOTING (BELOW PAVEMENT)

PIPE TYPE CENTER STRAP ANCHOR SET 1/4"

MAX. ABOVE COURT SURFACE

SEE TENNIS COURT PAVEMENT SECTION DETAIL

CONCRETE FOOTING - 3,500 PSI

COMPACTED CRUSHED STONE BASE

PLAN

SECTION

NOTE:

TOP OF THE CONCRETE FOUNDATION SHOULD BE ROUND TO

PREVENT RADIAL CRACKING.

15" DIA. (TYP.)

TENNIS NET CENTER STRAP FN.T.S. ANCHOR FOUNDATION

SECTION - ASPHALT COURT NET EN.T.S. POST FOUNDATION

PLAN - FENCE POST FOUNDATION GN.T.S.

CL

T

EN

N

IS

C O

UR

T

T

EN

N

IS

C O

UR

T

N

ET

6"

30"

TENNIS: 3" DIA. NET POST

PICKLEBALL: 2-5/8" DIA.

NET POST

NET TIGHTENER -

INTERNAL TYPE

NET

COURT PAVEMENT

SEE DETAIL

NET POST SET IN NET POST

MANUFACTURER'S P.V.C.

SLEEVE

6" DIA. P.V.C. PIPE

SLEEVE - GROUT NET

CONCRETE FOOTING

COMPACTED SUBGRADE

NOTE:

TOP OF THE CONCRETE FOUNDATION SHOULD

BE ROUND TO PREVENT RADIAL CRACKING.

P

IC

KL

EB

A

LL

C O

UR

T

CL

NOTE:

ALL TENNIS COURT DIMENSIONS ARE TO THE

CENTERLINE OF FENCE POST.

FENCE FABRIC LINE

FOUNDATION BELOW

PAVING LIMIT

COURT SURFACE

LEVELING COURSE AND ALL-WEATHER

SURFACING TO HERE

12" 2"

P

IC

KL

EB

A

LL

C O

UR

T

SECTION - FENCE POST FOUNDATION CN.T.S.

CONCRETE

FOOTING

6"

BOTTOM TENSION

WIRE

COMPACTED

SUBGRADE

TOP OF FOOTING BELOW

COURT SURFACE

COURT PAVEMENT, SEE

DETAIL

FENCE POST

12"

NOTE:

SLOPE ALL AREAS OUTSIDE FENCE AWAY FROM COURTS.

FENCE FABRIC SHALL BE ON THE COURT SIDE OF FENCE.

EXPANSION JOINT

AND SEALER12"

(TYP.)

NOTES:

1. EXTEND LIMITS OF ASPHALT 12"

FROM THE ℄ OF FENCE POST (TYP.).

2. EXTENDED AREA SHALL BE COATED

THE SAME AS OUT OF BOUNDS

AREAS OF THE PLAYING AREA

(RESURFACER AND COLOR

COATING).

FINISHED GRADE, SEE LAYOUT & MATERIALS PLAN L4.0

SIDEWALK/FENCE POST SECTION DN.T.S. SEE SITE IMPROVEMENTS PLAN

TENNIS COURT PAVEMENT SECTION HN.T.S.

6"

2.

M

IN

D

EP

TH

2"

COMPACTED SUBGRADE

DENSE GRADED AGGREGATE

(D.G.A.) BASE

COMPACTED ASPHALT LEVELING

COURSE

COMPACTED ASPHALT SURFACE

COURSE

LIQUID APPLIED ACRYLIC SURFACE SYSTEM

TENNIS COURT ASPHALT MIX SPECIAL NOTES:

1. MAINTAIN 3.5% AIR VOIDS; ENSURE DENSE, SMOOTH FINISH TO PREVENT

IRREGULARITIES TELEGRAPHING THROUGH (BOTH COURSES)

2. SURFACE LAYER: INCREASE TSR >85% FOR LONG-TERM MOISTURE RESISTANCE.

3. QC TESTING: FIELD DENSITY AND SMOOTHNESS SHOULD BE DOCUMENTED

BEFORE SURFACING; DEVIATIONS >¼" OVER 10' SHOULD BE CORRECTED.

4. JOINT CONSTRUCTION: FOLLOW ASBA SECTION 4.3.4 - STAGGER

LONGITUDINAL JOINTS, COMPACT HOT TO HOT, AVOID OVERLAPPING COLD

JOINTS.

5. SURFACE MIX VMA (15.8-17.7%) EXCEEDS ASBA MINIMUM (≥14%); BASE MIX

(13.3%) IS SLIGHTLY LOW BUT ACCEPTABLE.

SURFACE SHALL BE 100% ACRYLIC COLOR SURFACE BY SPORTMASTER OR

APPROVED EQUAL. SEE SPECS.

SEE SITE IMPROVEMENTS PLAN

1. ALL FENCE MATERIAL TO BE VINYL COATED BLACK. ALL

POSTS, HARDWARE, AND OTHER COMPONENTS SHALL BE

BLACK TO MATCH.

2. FENCE FABRIC SHALL BE INSTALLED ON THE COURT SIDE OF

THE FENCE.

12" (TYP.)

3,000 PSI CONCRETE

FOOTING (TYP.)

'-0

" T

EN

N

IS

30'-0" MAX. (TYP.)

EQUAL 10'-0" MAX. (TYP.) EQUAL 10'-0" MAX. (TYP.)

CHAIN LINK FENCE

9 GA. 1 3/4" MESH

1 5/8" O.D. TOP RAIL

4" O.D. TERMINAL POST

2 1/2" O.D. LINE POST TENSION BAR (TYP.)

TERMINAL POST (TYP.)LINE POST (TYP.)

4' -0

SEE FENCE POST

FOUNDATION DETAIL

4'-0" MIN.

4-3" MIN.

BOTTOM RAIL, KNUCKLED

SELVAGE PROVIDED TOP

AND BOTTOM

CHAIN LINK SPORT COURT PERIMETER FENCE

N.T.S. B

THREAD TENSION BAR

THROUGH FENCE AND

ATTACH TO TERMINAL

POSTS WITH BANDS OF

CLIBPS SPACED 15" MAX.

ON CENTER.

GAPS BETWEEN FENCING,

POST AND GATES MAXIMUM

OF 1-3/4"

SEE COURT PAVEMENT

SECTION DETAIL

VARIES,

SEE PLANS

VARIES,

SEE PLANS

HOLD FENCE 8"

OFF EDGE OF COURT

SEE SITE IMPROVEMENTS PLAN

12" DIA. (TYP.)

COMPACTED SUBGRADE

6" (T

YP

4.5' 27.0' 4.5' 12.0' 4.5' 27.0' 4.5'12.0' 12.0' 12.0' 4.5' 12.0'4.5' 27.0'4.5' 27.0' 4.5' 12.0' 4.5' 27.0' 4.5'

36.0'

13.5' 13.5'

3.0' 3.0'

120.0'

4.0'

TYP.

18.0' 21.0'

21.0' 18.0'

21.0' 21.0'

13.5' 13.5'

12.0'

18'-2"

TO

O

UTSID

E

ED

G E O

F LIN

ES

9.0'

13.5'

TO CL

3.0'

21.0' 78.0'

21.0'

COURT STRIPING

PLAN

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la nd sc ap e ar ch ite ct ur e+ ci vi l e ng in ee rin g+ pl an ni ng

LOUISVILLE METRO

PARKS & RECREATION

1297 TREVILIAN WAY

LOUISVILLE, KY 40213

YFP

EDP

08-29-2025

11-11-2025 USTA

ABLENDED COURT STRIPING PLAN

1"=20' SEE SITE IMPROVEMENTS PLAN

4" CENTER

MARK(TYP)

COURT LAYOUT AND MATERIALS NOTES:

1. ALL LINES SHALL BE 2 INCHES IN WIDTH, WITH THE EXCEPTION OF THE BASELINE, WHICH SHALL BE 3 INCHES.

2. ALL STRIPES SHALL BE 2” THICK, COLOR TO BE WHITE.

3. THE DISTANCE BETWEEN COURTS AND/OR FENCE SHALL BE 12’-0”.

4. THE COURT SURFACE SHALL BE 100% ACRYLIC SPORT SURFACE OVER ASPHALT, TO INCLUDE SURFACING AND COLOR COATINGS. FINAL LAYOUT OF INNER AND OUTER COATING COLORS AND LINE PAINT TO BE DETERMINED BY SHOP DRAWING SUBMITTALS. THE BASIS OF DESIGN PRODUCT SYSTEM IS SPORTMASTER SPORT SURFACES TENNIS COURT SYSTEM OR EQUAL APPROVED

AT TIME OF BID. ALL PRODUCTS TO BE FROM A SINGLE MANUFACTURER’S LINE.

5. FINAL LAYOUT OF INNER AND OUTER COATING COLORS AND LINE PAINT TO BE DETERMINED BY SHOP DRAWING SUBMITTALS.

SUBMIT SAMPLES FROM MANUFACTURER’S FULL RANGE OF COLOR FOR SELECTION AND APPROVAL BY OWNER AND LANDSCAPE

ARCHITECT.

6. THE COLOR SCHEME SHALL BE BLUE WITHIN THE PLAYING AREA (SUCH AS LATEX-ITE U.S. BLUE OR SEALMASTER BLUE) AND GREEN IN THE OUT-OF-BOUNDS AREA (SUCH AS LATEX-ITE U.S. GREEN OR SEALMASTER FOREST GREEN). PROVIDE COLOR SAMPLES FROM

MANUFACTURER'S FULL RANGE FOR FINAL SELECTION BY OWNER / LANDSCAPE ARCHITECT.

7. SEE SPECIFICATION 32 18 23 ‘TENNIS SURFACE’ FOR ADDITIONAL REQUIREMENTS, INCLUDING TOLERANCES FOR ASPHALT

PAVING.

8. ALL NETS SHALL BE DOUGLAS PREMIER ROUND NET POSTS WITH POLYESTER POWDERCOAT FINISH AND DOUGLAS NETS, OR

APPROVED EQUIVALENT PRODUCTS.

BLENDED COURTS NOTES:

A. BLENDED 36 FOOT AND 60 FOOT TENNIS PLAYING LINES CHALL BE TEXTURED LINE PAINT

WITHIN THE SAME FAMILY AS THE 78 FOOT COURT COLOR.

B. ALL BLENDED 36 FOOT AND 60 FOOT TENNIS PLAYING LINES SHALL TERMINATE 3 INCHES

FROM TEH 78 FOOT COURT LINES.

C. ALL BLENDED 36 FOOT AND 60 FOOT TENNIS PLAYING LINES SHALL BE 1-1/2" WIDE.

D. ALL BLENDED 36 FOOT AND 60 FOOT TENNIS PLAYING LINES SHALL BE MEASURED TO THE

OUTSIDE EDGE OF THE PLAYING LINE, WITH THE EXCEPTION OF THE CENTER LINES WHICH

SHALL BE MEASURED OUT TO CENTER.

E. THE CENTER MARK FOR THE 36 FOOT COURT SHALL BE SET 2 INCHES OFF THE 78 FOOT

COURT DOUBLES SIDELINE AND SHALL BE 2 INCHES LONG BY 1-1/2" WIDE.

36/60 FOOT LINES 60 FOOT LINES 36/60 FOOT LINES

12' TO FENCE OR BETWEEN COURTS (TYP.)

DOUGLAS DPT-37 NET POST (TYP.)

3" BASELINE (TYP.)

36/60 FOOT LINES 60 FOOT LINES 36/60 FOOT LINES

78' COURT NETLINE

60' COURT SINGLES LINE

78' COURT SINGLES LINE

78' COURT SERVICE LINE

4" LONG CENTER MARK FOR 60' COURT

4" LONG CENTER MARK FOR 78' COURT

78' COURT BASELINE

36' COURT SIDELINE

PORTABLE NET LOCATION (BY OTHERS)

2" LONG CENTER MARK FOR 36' COURT

60' COURT SINGLES LINE

78' COURT SINGLES LINE

78' COURT SERVICE LINE

4" LONG CENTER MARK FOR 60' COURT

4" LONG CENTER MARK FOR 60' COURT

2" LONG CENTER MARK FOR 36' COURT

4' GATES, TYP.

4' OPENINGS, TYP.

PORTABLE NET LOCATION (BY OTHERS)

78' COURT BASELINE

36' COURT SIDELINE

78' COURT NETLINE

COURT FENCE SEE DETAIL B/L3.0COURT FENCE SEE DETAIL B/L3.0

COURT FENCE SEE DETAIL B/L3.0