Pickleball Courts PLANS

EXISTING PARKING EXISTING PARKING LAWN LAWN COURTS PICKLEBALL W ALK EXISTING BASKETBALL COURT EXISTING TENNIS COURTS WALK 1 2 3 4 SEVIERVILLE PARKS & RECREATION LANDSCAPE ARCHITECTURE ..... LAND PLANNING MICHAEL VERSEN & ASSOCIATES PICKLEBALL COURTS 1005 PARK ROAD SEVIERVILLE, TENNESSEE 37862 C-1 Construction - Layout, Dimension, & Landscape Plan C-2 Construction - Grading, Drainage DRAWING INDEX: S-1 Site Survey, Demolition & Erosion Control C-3 Construction - Site Details SEVIERVILLE CITY PARK Cover Sheet Owner: Landscape Architect: C-4 Lighting Plan AutoCAD SHX Text TENNIS COURTS AutoCAD SHX Text 299 N. WEISGARBER RD. SUITE 201 KNOXVILLE, TN. 37919 AutoCAD SHX Text (865) 588-1331 AutoCAD SHX Text AUG. 26, 2022 AutoCAD SHX Text 120 GARY WADE BLVD. SEVIERVILLE, TENNESSEE S EV IE R V IL LE C IT Y PA R K - P IC K LE B A LL C O U R TS Ex is tin g Si te S ur ve y, D em ol iti on & E ro si on C on tr ol LA N D SC A PE A R C H IT EC TU R E ... .. LA N D P LA N N IN G M IC H A EL V ER SE N

& A SS O C IA TE S 10 05 P ar k R oa d S ev ie rv ill e, T en ne ss ee 3 78 62 1. CLEARING COMPLY WITH LOCAL AND STATE ORDINANCES REGARDING DISPOSAL OF DEBRIS. DO NOT BURN DEBRIS ON SITE WITHOUT SPECIFIC WRITTEN APPROVAL OF LOCAL AUTHORITY. CLEAR AND GRUB FOR NEW CONSTRUCTION AS REQUIRED. 2. DEMOLITION DEMOLISHED MATERIALS, EXCESS EXCAVATION MATERIALS AS DEEMED UNSUITABLE FOR FILL OR REUSE BY OWNER ARE TO BECOME THE PROPERTY OF THE CONTRACTOR. IMMEDIATELY REMOVE FROM SITE AND DISPOSE OF IN A LEGAL MANNER. CONTRACTOR TO DISCUSS WITH OWNER VARIOUS OPTIONS FOR MATERIAL DISPOSAL. 3. EROSION CONTROL CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AS REQUIRED DURING CONSTRUCTION OPERATIONS TO COMPLY WITH STATE OF TENNESSEE EROSION SEDIMENT CONTROL HANDBOOK, THE TDEC AQUATIC RESOURCE ALTERATION PERMIT REQUIREMENTS AND ALL LOCAL CODES. THE DEVICES SHOWN ON THE DRAWINGS ARE THE MINIMUM REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL DEVICES AS NEEDED. EXPOSE MINIMUM AMOUNT OF SUBGRADE POSSIBLE AT ONE TIME TO ALLOW FOR EFFICIENT PROCEEDING OF THE WORK. HAY BALES, SILT FENCING, GRASSING AND OTHER EROSION CONTROL MEANS SHALL BE EMPLOYED, MAINTAINED AND RECONSTRUCTED AS REQUIRED TO PREVENT EROSION AND MEET ALL CODE REQUIREMENTS. CONTRACTOR SHALL MAINTAIN CONSTRUCTION ENTRANCES TO PREVENT DIRT AND MUD FROM TRACKING ONTO STREET. INSTALL 6 INCHES OF 2-3 INCH WELL GRADED AGGREGATE. INSPECT PAVING AND ADJACENT PROPERTY DAILY TO INSURE EROSION CONTROL. SEDIMENT DEPOSITED ON STREETS BY CONSTRUCTION ACTIVITIES SHALL BE CLEANED-UP IMMEDIATELY. GRASSING OF OTHER AREAS SHALL BE PERFORMED AS SOON AS FINE GRADING IS DONE. TEMPORARY SEDIMENT FENCES SHALL BE CONSTRUCTED AND/OR INSTALLED PRIOR TO STRIPPING OF TOPSOIL. PROVIDE AND MAINTAIN INLET PROTECTION AROUND CATCH BASINS AND INLET HEADWALLS TO PREVENT SILTATION THROUGHOUT CONSTRUCTION. RE-TOPSOIL OR REWORK TOPSOIL AND RESEED IN AREAS THAT EXPERIENCE EROSION THROUGHOUT CONSTRUCTION. DO NOT REMOVE EROSION CONTROL MEASURES UNTIL ENTIRE SITE IS STABILIZED. 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AutoCAD SHX Text DRIVE AutoCAD SHX Text EXISTING AutoCAD SHX Text EXISTING AutoCAD SHX Text EXISTING TREES TO BE REMOVED AutoCAD SHX Text EXISTING TREES TO BE REMOVED AutoCAD SHX Text TREE PROTECTION FENCE AutoCAD SHX Text TEMPORARY SILT AutoCAD SHX Text FENCE AutoCAD SHX Text C-3 AutoCAD SHX Text C AutoCAD SHX Text TEMPORARY SILT AutoCAD SHX Text FENCE AutoCAD SHX Text C-3 AutoCAD SHX Text C AutoCAD SHX Text CL OVERHEAD POWER AutoCAD SHX Text 222032 AutoCAD SHX Text AUG. 26, 2022 AutoCAD SHX Text MAV/RJM AutoCAD SHX Text S-1 AutoCAD SHX Text NONE AutoCAD SHX Text JOB NO. AutoCAD SHX Text REVISIONS: AutoCAD SHX Text DRAWN: AutoCAD SHX Text DATE: AutoCAD SHX Text 299 N. WEISGARBER RD. SUITE 201 KNOXVILLE, TN. 37919 AutoCAD SHX Text (865) 588-1331 AutoCAD SHX Text 1 INCH = FT. AutoCAD SHX Text 0 AutoCAD SHX Text 8 AutoCAD SHX Text 16 AutoCAD SHX Text 32 AutoCAD SHX Text 16 AutoCAD SHX Text SURVEY SUPPLIED BY THE OWNER. CONSULTANTS SHALL NOT BE AutoCAD SHX Text RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF SURVEY. AutoCAD SHX Text NOTES AutoCAD SHX Text LEGEND AutoCAD SHX Text EXISTING TREES TO BE REMOVED AutoCAD SHX Text TEMPORARY SILT FENCE AutoCAD SHX Text TREE PROTECTION FENCE AutoCAD SHX Text eg AutoCAD SHX Text 106 AutoCAD SHX Text 905.78 AutoCAD SHX Text EXISTING GRADE AutoCAD SHX Text EXISTING TREES 181' PICKLEBALL COURT LAYOUT 7' 66' 7' 7' 7' 167' 11'11' 12' 20' 12' 6' 6' PICKLEBALL COURTS S EV IE R V IL LE C IT Y PA R K - P IC K LE B A LL C O U R TS La yo ut , D im en si on , & L an ds ca pe P la n LA N D SC A PE A R C H IT EC TU R E ... .. LA N D P LA N N IN G M IC H A EL V ER SE N & A SS O C IA TE S 1. SURVEY SURVEY DATA PROVIDED BY THE CITY OF SEVIERVILLE ENGINEERING DEPARTMENT. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE OWNER. 2. SITE FAMILIARITY REVIEW AND BECOME FAMILIAR WITH SITE BEFORE COMMENCING WORK. VERIFY LOCATIONS OF ALL UTILITIES, PROPERTY LINES, ROAD R.O.W., EASEMENTS, SETBACKS, COVENANTS, SUBSURFACE DRAINAGE AND CONDITIONS, WHICH MAY BE IN THE WAY OR AFFECT CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL TENNESSEE ONE CALL TO REQUEST EXACT FIELD LOCATION OF UTILITIES. PROTECT AND MAINTAIN EXISTING UTILITIES AND SITE FEATURES AS REQUIRED. 3. CODES, PERMITS AND STANDARDS CONTRACTOR SHALL OBTAIN AND SUBMIT ALL NECESSARY CONSTRUCTION PERMITS FOR WORK. CONTRACTOR SHALL CONFORM TO ALL STATE AND LOCAL CODES AND RECEIVE GOVERNMENTAL APPROVAL WHERE NECESSARY PRIOR TO CONSTRUCTION. SUBMIT COPIES OF PERMITS TO OWNER PRIOR TO CONSTRUCTION. INSTALL MATERIALS AND EQUIPMENT AS PER SPECIFICATIONS, INDUSTRY STANDARDS AND MANUFACTURER'S INSTRUCTIONS. 4. REFERENCE STANDARDS TENNESSEE DEPARTMENT OF TRANSPORTATION, BUREAU OF HIGHWAYS (TENN. DOT) "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" JANUARY 1, 2021 AMERICAN CONCRETE INSTITUTE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND THE TDEC EROSION AND SEDIMENT CONTROL HANDBOOK INTERNATIONAL BUILDING CODE (IBC) 2012 EDITION. 5. LAYOUT THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACCESS AND ACTIVITY TO AREAS DESIGNATED BY THE PROJECT DESIGNER / OWNER WITHIN LIMITS OF CONSTRUCTION ZONE. THE SITE LAYOUT IS BASED ON TN STATE PLANE COORDINATE SYSTEM. MINOR LAYOUT ADJUSTMENTS MAY BE NECESSARY IN THE FIELD TO ACHIEVE THE DESIGNED ALIGNMENT. THE CONTRACTOR SHALL VERIFY ALL GRADES AND FINAL DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO OWNER IMMEDIATELY FOR DECISION. WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE DRAWINGS. SHOULD ANY DISCREPANCIES OCCUR, REPORT TO PROJECT DESIGNER FOR CLARIFICATION. LAYOUT AND STAKE PROJECT PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS IN FIELD. CONTACT OWNER A MINIMUM OF 48 HOURS IN ADVANCE TO SCHEDULE SITE INSPECTION AND APPROVAL OF LAYOUT. OWNER RESERVES THE RIGHT TO ADJUST GRADES AND LAYOUT TO ACCOMMODATE LOCAL CONDITIONS. SUCH ADJUSTMENTS, IF MADE WILL BE DEEMED CLARIFICATIONS AND NOT CHANGE ORDERS. Know what's Call before you dig. below. 6. ASPHALT ASPHALT PICKLEBALL COURT PAVING WITH ACRYLIC SURFACING (SEE SHEET C-3). 7. SIDEWALKS CONCRETE SHALL BE 4000 PSI, 4 INCHES THICK PLACED ON A MINIMUM OF 4 INCH STONE BASE. REINFORCEMENT SHALL BE 6X6 NO. 10/10 WWM OR FIBERMESH. FINISH IS TO BE MEDIUM BROOM. REMOVE TOPSOIL LAYER AND COMPACT SUBGRADE BASE. CROSS PITCH WALKS 2 PERCENT TOWARD AS INDICATED. EXPANSION JOINTS SHALL BE PROVIDED FOR SIDEWALKS AT 24 FEET O.C. AND TOOLED CONTROL JOINTS EVERY 8 FEET O.C OR AS SHOWN ON PLAN. EXPANSION JOINTS SHALL BE PROVIDED AT ALL JUNCTIONS BETWEEN CONCRETE PAVEMENT OR OTHER SITE STRUCTURES. 8. GRASS SEEDING PERMANENT SEEDING SHALL BE "KENTUCKY 31" TALL FESCUE AT A RATE OF 7 LBS. PER 1000 SQ. FT. WITH FERTILIZER. SEEDING MIX MAY BE ADJUSTED WITH LANDSCAPE ARCHITECT'S APPROVAL DUE TO CLIMATE CONDITIONS. IF SEEDING IS PERFORMED DURING WINTER MONTHS, SEED MIXTURE SHALL BE SUPPLEMENTED WITH A WINTER RYE OR OTHER APPROPRIATE MIXTURE TO ASSURE STABILIZATION DURING THE WINTER SEASON. SEED AND OVER SEED ALL EXISTING AND PROPOSED LAWN AREAS WITHIN THE ENTIRE CONSTRUCTION AREA. MULCH WITH STRAW TO A LOOSE DEPTH OF 1 1⁄2 IN. MINIMUM DEPTH PROVIDE AN ESTABLISHED FULL LAWN. GRASSING AND MULCHING OF ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS NOTED OTHERWISE. HARDENED SOIL SHALL BE LOOSENED TO A DEPTH OF 6" AND TOPSOIL RE-GRADE AS NOTED BEFORE SEEDING. GRADING CONTRACTOR SHALL ACT TO KEEP ALL INSTALLED SEED AREAS MOIST AS REQUIRED TO PROMOTE ROOTING OF SOD UNTIL STABLE GROWTH IS MAINTAINED. 9. LANDSCAPING OWNER IS RESPONSIBLE FOR LANDSCAPING. 10 05 P ar k R oa d S ev ie rv ill e, T en ne ss ee 3 78 62 Layout & DimensionLandscape Plan 8- 26 -2 02 2 M ich ae l V ers en NESRE V A . L E AHCI M R EG IS T ER ED TE NN E S S E E NO . 39 4 LA ND SC A P E A RC H IT EC T CO M M ER C E AutoCAD SHX Text C-3 AutoCAD SHX Text G AutoCAD SHX Text PARKING AutoCAD SHX Text PARKING AutoCAD SHX Text EX. WALK AutoCAD SHX Text WALK AutoCAD SHX Text SHADE AutoCAD SHX Text (BY OWNER) AutoCAD SHX Text LAWN AutoCAD SHX Text LAWN AutoCAD SHX Text CURB RETURN AutoCAD SHX Text LAWN AutoCAD SHX Text LAWN AutoCAD SHX Text LAWN AutoCAD SHX Text EXISTING TREES AutoCAD SHX Text TO BE PRESERVED AutoCAD SHX Text CONCRETE AutoCAD SHX Text CONCRETE AutoCAD SHX Text 1 AutoCAD SHX Text STRUCTURE AutoCAD SHX Text CONCRETE AutoCAD SHX Text CONCRETE AutoCAD SHX Text EDGE OF ASPHALT 1'-0" AutoCAD SHX Text FROM FENCE C.L. AutoCAD SHX Text SHADE AutoCAD SHX Text STRUCTURE AutoCAD SHX Text (BY OWNER) AutoCAD SHX Text BENCH AutoCAD SHX Text (BY OWNER) AutoCAD SHX Text 3' FENCING AutoCAD SHX Text SEATING AutoCAD SHX Text ACCESSIBLE AutoCAD SHX Text GATE AutoCAD SHX Text 1 AutoCAD SHX Text 3 AutoCAD SHX Text 1 AutoCAD SHX Text 4 AutoCAD SHX Text 1 AutoCAD SHX Text LAWN AutoCAD SHX Text PVC AutoCAD SHX Text EX. CB AutoCAD SHX Text EDGE OF ASPHALT 1'-0" AutoCAD SHX Text FROM FENCE C.L. AutoCAD SHX Text 6" CURB AutoCAD SHX Text 6" CURB AutoCAD SHX Text 2 AutoCAD SHX Text 2 AutoCAD SHX Text 8' FENCING AutoCAD SHX Text 3' FENCING AutoCAD SHX Text 5 AutoCAD SHX Text PVC AutoCAD SHX Text GATE AutoCAD SHX Text GATE AutoCAD SHX Text GATE AutoCAD SHX Text 5 AutoCAD SHX Text SEATING AutoCAD SHX Text ACCESSIBLE AutoCAD SHX Text RAMP DN. AutoCAD SHX Text HANDRAIL AutoCAD SHX Text PVC AutoCAD SHX Text ADA COURT AutoCAD SHX Text PVC AutoCAD SHX Text EX. LIGHT AutoCAD SHX Text EX. LIGHT AutoCAD SHX Text N 563141.40 E 2691226.89 AutoCAD SHX Text N 563097.76 E 2691177.37 AutoCAD SHX Text N 563266.70 E 2691116.48 AutoCAD SHX Text N 563223.06 E 2691066.96 AutoCAD SHX Text C AutoCAD SHX Text L AutoCAD SHX Text OVERHEAD PWR AutoCAD SHX Text CURB RETURN AutoCAD SHX Text LIGHTS AutoCAD SHX Text LIGHTS AutoCAD SHX Text 6 AutoCAD SHX Text 6 AutoCAD SHX Text (BY OWNER) AutoCAD SHX Text BLEACHERS AutoCAD SHX Text (BY OWNER) AutoCAD SHX Text BLEACHERS AutoCAD SHX Text SHADE AutoCAD SHX Text STRUCTURE AutoCAD SHX Text 3 AutoCAD SHX Text (BY OWNER) AutoCAD SHX Text DIMENSIONS SAME FOR SOUTH END AutoCAD SHX Text B AutoCAD SHX Text C-3 AutoCAD SHX Text B AutoCAD SHX Text C-3 AutoCAD SHX Text C-3 AutoCAD SHX Text D AutoCAD SHX Text C-3 AutoCAD SHX Text D AutoCAD SHX Text 8' FENCING AutoCAD SHX Text C-3 AutoCAD SHX Text D AutoCAD SHX Text C-3 AutoCAD SHX Text D AutoCAD SHX Text GATE AutoCAD SHX Text GATE AutoCAD SHX Text C AutoCAD SHX Text L AutoCAD SHX Text OVERHEAD PWR AutoCAD SHX Text GREEN VASE ZELKOVA AutoCAD SHX Text (4) AutoCAD SHX Text LAWN AutoCAD SHX Text (SEED DISTURBED AREAS) AutoCAD SHX Text LAWN AutoCAD SHX Text (SEED DISTURBED AREAS) AutoCAD SHX Text EXISTING SEWER AutoCAD SHX Text LAWN AutoCAD SHX Text LAWN AutoCAD SHX Text EXISTING TREES AutoCAD SHX Text WILLOW OAK AutoCAD SHX Text (8) AutoCAD SHX Text 12'-14' HT. 2.5" CAL. AutoCAD SHX Text 12'-14' HT. 2.5" CAL. AutoCAD SHX Text 222032 AutoCAD SHX Text AUG. 26, 2022 AutoCAD SHX Text MAV/RJM AutoCAD SHX Text C-1 AutoCAD SHX Text NONE AutoCAD SHX Text JOB NO. AutoCAD SHX Text REVISIONS: AutoCAD SHX Text DRAWN: AutoCAD SHX Text DATE: AutoCAD SHX Text 299 N. WEISGARBER RD. SUITE 201 KNOXVILLE, TN. 37919 AutoCAD SHX Text (865) 588-1331 AutoCAD SHX Text LEGEND AutoCAD SHX Text NEW ASPHALT PAVING AutoCAD SHX Text NEW CONCRETE PAVING AutoCAD SHX Text WITH EXPANSION/CONTROL JOINTS AutoCAD SHX Text SITE & LAYOUT NOTES AutoCAD SHX Text WITH ACRYLIC COATING AutoCAD SHX Text A AutoCAD SHX Text C-1 AutoCAD SHX Text DETAIL AutoCAD SHX Text SHEET NUMBER AutoCAD SHX Text DETAIL TAG AutoCAD SHX Text 1 AutoCAD SHX Text KEY NOTE TAG AutoCAD SHX Text KEY NOTES AutoCAD SHX Text 1 AutoCAD SHX Text SCALE: 1" = 10' AutoCAD SHX Text 0 AutoCAD SHX Text 5 AutoCAD SHX Text 20 AutoCAD SHX Text 10 AutoCAD SHX Text PVC AutoCAD SHX Text N666782.21 AutoCAD SHX Text E2115087.07 AutoCAD SHX Text COORDINATE POINT AutoCAD SHX Text NORTHING AND EASTING AutoCAD SHX Text 3 AutoCAD SHX Text 4 AutoCAD SHX Text 4 INCH DEPTH REINFORCED CONCRETE ON COMPACTED STONE BASE AutoCAD SHX Text WITH LIGHT BROOM FINISH AND HAND TOOLED SCORE / EXPANSION AutoCAD SHX Text JOINTS AS SHOWN ON C-1. SEE DETAIL 'A' SHEET C-3. AutoCAD SHX Text SUPERIOR RECREATION PRODUCTS RECTANGLE HIP SHADE. AutoCAD SHX Text 2 AutoCAD SHX Text 5 AutoCAD SHX Text FROST PROOF CHILLED DRINKING FOUNTAIN AND BOTTLE FILLER. AutoCAD SHX Text MOST DEPENDABLE FOUNTAINS NO. 10145-18. COLOR SELECTION BY OWNER. AutoCAD SHX Text LOCKING IN-GROUND VALVE BOX AND HOSE BIB FOR MAINTENANCE. AutoCAD SHX Text SCALE: 1" = 30' AutoCAD SHX Text 0 AutoCAD SHX Text 15 AutoCAD SHX Text 60 AutoCAD SHX Text 30 AutoCAD SHX Text 4" SCHEDULE 40 PVC PIPE SLEEVE AutoCAD SHX Text FOR FUTURE ELECTRICAL / SOUND SYSTEM AutoCAD SHX Text 6 AutoCAD SHX Text POLE MOUNTED SPEAKERS FOR AUDIO SYSTEM. BY OWNER. AutoCAD SHX Text SHADE STRUCTURE AND BENCH SUPPLIED BY OWNER. INSTALLATION AutoCAD SHX Text BY CONTRACTOR AS PER MANUFACTURERS SPECIFICATIONS. AutoCAD SHX Text SHADE STRUCTURE SUPPLIED BY OWNER. INSTALLATION AutoCAD SHX Text BY CONTRACTOR AS PER MANUFACTURERS SPECIFICATIONS. AutoCAD SHX Text BLEACHERS SUPPLIED BY OWNER. AutoCAD SHX Text INSTALLATION BY CONTRACTOR AS PER MANUFACTURERS SPECIFICATIONS. AutoCAD SHX Text SUPERIOR RECREATION PRODUCTS BENCH SHADE. AutoCAD SHX Text AGRICULTURE 906 906 90 6 90 6 90 6 906 90 5 90 5 90 5 90 7 90 7 90 7 90 7 90 5 S EV IE R V IL LE C IT Y PA R K - P IC K LE B A LL C O U R TS G ra di ng P la n LA N D SC A PE A R C H IT EC TU R E ... .. LA N D P LA N N IN G M IC H A EL V ER SE N & A SS O C IA TE S 1. CLEARING COMPLY WITH LOCAL AND STATE ORDINANCES REGARDING DISPOSAL OF DEBRIS. DO NOT BURN DEBRIS ON SITE WITHOUT SPECIFIC WRITTEN APPROVAL OF LOCAL AUTHORITY. CLEAR AND GRUB FOR NEW CONSTRUCTION AS REQUIRED. 2. DEMOLITION DEMOLISHED MATERIALS, EXCESS EXCAVATION MATERIALS AS DEEMED UNSUITABLE FOR FILL OR REUSE BY OWNER ARE TO BECOME THE PROPERTY OF THE CONTRACTOR. IMMEDIATELY REMOVE FROM SITE AND DISPOSE OF IN A LEGAL MANNER. ALL EXCESS CUT SOIL TO BE RE-DISTRIBUTED ON PROPERTY. COORDINATE WITH PROJECT MANAGER. 3. STRIPPING AND SPREADING TOPSOIL TOPSOIL SHALL BE STRIPPED AND TEMPORARILY STOCK PILED FOR LATER REUSE. IF NO STOCKPILE AREA IS NOTED ON GRADING PLAN, STOCKPILE SHALL BE IN SUCH PLACE AS TO PROVIDE FOR READY ACCESS. LEFT OVER TOPSOIL SHALL BECOME PROPERTY OF OWNER. PROVIDE A MINIMUM 6" TOPSOIL IN ALL AREAS SCHEDULED FOR LANDSCAPE. SCARIFY ANY COMPACTED GRADE BELOW TOPSOIL. 4. PROOF-ROLLING ALL AREAS TO RECEIVE NEW STRUCTURAL FILL OR OTHER NEW CONSTRUCTION SHALL BE PROOF-ROLLED WITH A FULLY LOADED TANDEM DUMP TRUCK IN PRESENCE OF SOILS TESTING AGENT BEFORE COMMENCING ANY CONSTRUCTION ACTIVITY. ALL AREAS TO BE COMPACTED SHALL RECEIVE 4 PASSES WITH COMPACTION ROLLER. SOIL ENGINEER SHALL NOTIFY PROJECT DESIGNER THAT ALL AREAS HAVE PASSES PROOF-ROLL INSPECTION PRIOR TO COMMENCEMENT CUT & FILL OF GRADING. DO NOT COMMENCE GRADING PRIOR TO SUCH NOTIFICATION. 5. UNDERCUT-BACKFILL UNDERCUT SHALL MEAN EXCAVATION OR OTHER REMOVAL OF UNSUITABLE MATERIAL BELOW ELEVATION OF PROPOSED FINAL SUBGRADE. IN NO CASE SHALL THE TERM UNDERCUT BE USED TO DESCRIBE MATERIAL OCCURRING ABOVE FINAL SUBGRADE ELEVATION. EXTENT OF UNDERCUT OF UNSUITABLE MATERIALS, IF ANY MUST BE RECOMMENDED BY THE SOIL ENGINEER FOR THE OWNER'S APPROVAL. SOIL ENGINEER SHALL NOT HAVE UNILATERAL AUTHORITY TO DIRECT UNDERCUT ACTIVITIES WITHOUT APPROVAL OF THE OWNER'S SUBSTANTIATE AMOUNTS OF UNDERCUT. BACKFILL SHALL BE OF APPROVED MATERIAL ONLY. MONEY FOR REQUIRED TESTING SHALL BE INCLUDED IN QUOTED PRICES CONCERNING UNDERCUT AND BACKFILL. AREAS THAT EXHIBIT WEAK SOIL OR OTHERWISE UNSUITABLE CONDITIONS SHALL BE UNDERCUT TO A FIRM LEVEL OF SOIL FOLLOWED BY BACKFILLING THE UNDERCUT AREAS USING AN ENGINEERED FILL, TDOT NO. 57, OR TDOT NO 67 STONE. Know what's Call before you dig. below. 6. STRUCTURAL FILL PLACE FILL AND BACKFILL IN LAYERS AS SPECIFIED IN EXCAVATION AND GRADING NOTES. USE NO DELETERIOUS MATERIAL, ORGANIC, OR ROCK LARGER THAN 2". IN-SITU SOILS MAY REQUIRE ADDITIONAL WATER OR MAY REQUIRE ADDITIONAL DRYING TO REACH OPTIMUM MOISTURE CONTENT FOR COMPACTION. FILL MATERIAL SHALL BE PLACED IN LOOSE, HORIZONTAL LIFTS NOT EXCEEDING 8 IN. THICKNESS. COMPACT EACH LAYER TO AT LEAST 98% MAXIMUM DRY DENSITY. COMPACT THE UPPER 24 IN. OF FILL BENEATH PAVEMENTS AND THE UPPER 12 IN. BENEATH SLABS TO 100 MAXIMUM DRY DENSITY. MAINTAIN THE MOISTURE CONTENT TO WITHIN -1 TO +3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. 7. GRADING TOLERANCE GRADING CONTRACTOR SHALL BRING SUBGRADE TO WITHIN AN AVERAGE OF 1/10 OF ONE FOOT OF THE REQUIRED ELEVATION TO OBTAIN FINISHED GRADE AS INDICATED ON DRAWINGS EXCEPT AT LOCATIONS WHERE SPOT ELEVATIONS ARE SHOWN AND WHERE FLOOR ELEVATIONS ARE SHOWN WHICH SHALL BE WITHIN 1/10 OF 1 FOOT OF REQUIRED ELEVATIONS. FINAL SUBGRADE SHALL BE SPOT CHECKED BY A LICENSED SURVEYOR WITH A DRAWING PREPARED AND FORWARDED TO PROJECT MANAGER FOR APPROVAL PRIOR TO COMMENCING FINE GRADE OR PAVING. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR ADJUSTMENTS IN GRADES AS DIRECTED BY PROJECT MANAGER. NO ADDITIONAL COST WILL BE ALLOWED FOR THIS WORK. 8. GRADING AND DRAINAGE SLOPE ALL GRADES TO DESIGNATED AREAS. 10. SUBSURFACE INVESTIGATION SUBSURFACE INVESTIGATION REPORTS ARE NOT AVAILABLE. ANY ADDITIONAL INFORMATION REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR. 11. WATER CONTROL THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO KEEP THE WORK FREE OF WATER EITHER FROM SURFACE SOURCES OR FROM UNDERGROUND SOURCES OR BOTH. SELECTION OF EQUIPMENT AND METHODS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE AND IS RESPONSIBLE FOR ALL DAMAGE INCURRED IN HANDLING WATER CONDITIONS. ADDITIONALLY, THE CONTRACTOR SHALL PROVIDE MEANS NECESSARY TO AVOID DIRECT RUN-OFF FROM THIS PROJECT ONTO ADJACENT PROPERTY. 12. EROSION CONTROL CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AS REQUIRED DURING CONSTRUCTION OPERATIONS TO COMPLY WITH STATE OF TENNESSEE EROSION SEDIMENT CONTROL HANDBOOK, THE TDEC AQUATIC RESOURCE ALTERATION PERMIT REQUIREMENTS AND ALL LOCAL CODES. THE DEVICES SHOWN ON THE DRAWINGS ARE THE MINIMUM REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL DEVICES AS NEEDED. EXPOSE MINIMUM AMOUNT OF SUBGRADE POSSIBLE AT ONE TIME TO ALLOW FOR EFFICIENT PROCEEDING OF THE WORK. HAY BALES, SILT FENCING, GRASSING AND OTHER EROSION CONTROL MEANS SHALL BE EMPLOYED, MAINTAINED AND RECONSTRUCTED AS REQUIRED TO PREVENT EROSION AND MEET ALL CODE REQUIREMENTS. CONTRACTOR SHALL MAINTAIN CONSTRUCTION ENTRANCES TO PREVENT DIRT AND MUD FROM TRACKING ONTO STREET. INSPECT PAVING AND ADJACENT PROPERTY DAILY TO INSURE EROSION CONTROL. SEDIMENT DEPOSITED ON STREETS BY CONSTRUCTION ACTIVITIES SHALL BE CLEANED-UP IMMEDIATELY. GRASSING OF OTHER AREAS SHALL BE PERFORMED AS SOON AS FINE GRADING IS DONE. TEMPORARY SEDIMENT FENCES SHALL BE CONSTRUCTED AND/OR INSTALLED PRIOR TO STRIPPING OF TOPSOIL. EROSION CONTROL FABRIC SHALL BE INSTALLED USING A MINIMUM OF TOPSOIL ON SLOPES STEEPER THAN 3:1. NOMINAL TOPSOIL DEPTH SHALL BE TWO INCHES AT SUCH EMBANKMENT. EROSION CONTROL FABRIC SHALL BE INSTALLED OVER THE SOIL. GRASS SHALL BE SOWN THROUGH EROSION CONTROL FABRIC. EROSION CONTROL FABRIC SHALL BE NORTH AMERICAN GREEN S-150 OR EQUAL. PROVIDE AND MAINTAIN INLET PROTECTION AROUND CATCH BASINS AND INLET HEADWALLS TO PREVENT SILTATION THROUGHOUT CONSTRUCTION. RE-TOPSOIL OR REWORK TOPSOIL AND RESEED IN AREAS THAT EXPERIENCE EROSION THROUGHOUT CONSTRUCTION. DO NOT REMOVE EROSION CONTROL MEASURES UNTIL ENTIRE SITE IS STABILIZED. 10 05 P ar k R oa d S ev ie rv ill e, T en ne ss ee 3 78 62 906 8- 26 -2 02 2 M ich ae l V ers en NESRE V A . L E AHCI M R EG IS T ER ED TE NN E S S E E NO . 39 4 LA ND SC A P E A RC H IT EC T CO M M ER C E AutoCAD SHX Text 906 AutoCAD SHX Text 906 AutoCAD SHX Text 908 AutoCAD SHX Text 908 AutoCAD SHX Text 906 AutoCAD SHX Text 906 AutoCAD SHX Text (BC 908.32) + AutoCAD SHX Text (BC 908.07) + AutoCAD SHX Text (BC 907.71) + AutoCAD SHX Text + (EOP 905.59) AutoCAD SHX Text + (EOP 905.45) AutoCAD SHX Text + (INV 903.32) AutoCAD SHX Text EX. CB AutoCAD SHX Text + (EOP 904.67) AutoCAD SHX Text + (906.35) AutoCAD SHX Text + (BC 906.04) AutoCAD SHX Text + (BC 905.83) AutoCAD SHX Text (904.69) + AutoCAD SHX Text (905.78) + AutoCAD SHX Text + AutoCAD SHX Text (BC 907.34) + AutoCAD SHX Text (BC 908.03) + AutoCAD SHX Text (BC 908.38) + AutoCAD SHX Text (BC 907.91) + AutoCAD SHX Text + (BC 905.85) AutoCAD SHX Text + (BC 906.25) AutoCAD SHX Text 907.18 AutoCAD SHX Text + AutoCAD SHX Text + AutoCAD SHX Text 906.52 AutoCAD SHX Text 906.45 + AutoCAD SHX Text + 907.11 AutoCAD SHX Text 906.45 + AutoCAD SHX Text 1%%% AutoCAD SHX Text 1%%% AutoCAD SHX Text 1%%% AutoCAD SHX Text 1%%% AutoCAD SHX Text + AutoCAD SHX Text + AutoCAD SHX Text 906.52 AutoCAD SHX Text 1%%% AutoCAD SHX Text 1%%% AutoCAD SHX Text 1%%% AutoCAD SHX Text 2%%% SLOPE TO AutoCAD SHX Text KEEP WATER AutoCAD SHX Text IN PARKING LOT AutoCAD SHX Text + 907.68 AutoCAD SHX Text 1%%% AutoCAD SHX Text 1%%% AutoCAD SHX Text 6" CURB AutoCAD SHX Text 6" CURB AutoCAD SHX Text PARKING AutoCAD SHX Text ASPHALT AutoCAD SHX Text WALK AutoCAD SHX Text ASPHALT AutoCAD SHX Text PARKING AutoCAD SHX Text ASPHALT AutoCAD SHX Text + AutoCAD SHX Text EX. 12" PIPE AutoCAD SHX Text + (903.57) AutoCAD SHX Text (EOP 904.76) AutoCAD SHX Text 1%%% AutoCAD SHX Text (BC 907.56) + AutoCAD SHX Text (906.56) AutoCAD SHX Text 2%%% SLOPE TO AutoCAD SHX Text KEEP WATER AutoCAD SHX Text IN PARKING LOT AutoCAD SHX Text + 907.83 AutoCAD SHX Text 1%%% AutoCAD SHX Text + (EOP 904.78) AutoCAD SHX Text 907.18 AutoCAD SHX Text + 907.11 AutoCAD SHX Text + (EOP 905.27) AutoCAD SHX Text 1%%% AutoCAD SHX Text + 907.18 AutoCAD SHX Text + 907.18 AutoCAD SHX Text CP AutoCAD SHX Text + 906.45 AutoCAD SHX Text + 906.45 AutoCAD SHX Text CP AutoCAD SHX Text (TC 908.57) AutoCAD SHX Text (TC 907.84) AutoCAD SHX Text (TC 908.88) AutoCAD SHX Text (TC 908.82) AutoCAD SHX Text (TC 908.53) AutoCAD SHX Text (TC 908.41) AutoCAD SHX Text (TC 908.21) AutoCAD SHX Text (TC 906.33) AutoCAD SHX Text (TC 906.35) AutoCAD SHX Text (TC 906.54) AutoCAD SHX Text (TC 906.75) AutoCAD SHX Text LIGHT AutoCAD SHX Text LIGHT AutoCAD SHX Text CP AutoCAD SHX Text + 906.63 AutoCAD SHX Text + 906.75 AutoCAD SHX Text 906.95 + AutoCAD SHX Text 907.07 + AutoCAD SHX Text + 906.63 AutoCAD SHX Text + 906.75 AutoCAD SHX Text 906.95 + AutoCAD SHX Text 907.07 + AutoCAD SHX Text TOP 905.51 AutoCAD SHX Text INV 904.59 AutoCAD SHX Text TOP 904.62 AutoCAD SHX Text INV 903.70 AutoCAD SHX Text TOP 905.26 AutoCAD SHX Text INV 904.33 AutoCAD SHX Text TOP 904.99 AutoCAD SHX Text INV 904.07 AutoCAD SHX Text TOP 906.75 AutoCAD SHX Text INV 905.08 AutoCAD SHX Text 907.11 + AutoCAD SHX Text 907.11 + AutoCAD SHX Text TOP 906.75 AutoCAD SHX Text TOP 906.75 AutoCAD SHX Text INV 905.58 AutoCAD SHX Text TOP 906.75 AutoCAD SHX Text INV 905.82 AutoCAD SHX Text INV 905.34 AutoCAD SHX Text 8.33%%% AutoCAD SHX Text TOP 905.75 AutoCAD SHX Text INV 904.83 AutoCAD SHX Text TOP 905.10 AutoCAD SHX Text INV 904.18 AutoCAD SHX Text RE-BUILD AutoCAD SHX Text CATCH BASING AutoCAD SHX Text SOLID 8" HDPE N-12 AutoCAD SHX Text SOLID 8" HDPE N-12 AutoCAD SHX Text SOLID 8" HDPE N-12 AutoCAD SHX Text A AutoCAD SHX Text C-2 AutoCAD SHX Text FRENCH AutoCAD SHX Text DRAIN AutoCAD SHX Text FRENCH AutoCAD SHX Text DRAIN AutoCAD SHX Text A AutoCAD SHX Text C-2 AutoCAD SHX Text FRENCH AutoCAD SHX Text DRAIN AutoCAD SHX Text A AutoCAD SHX Text C-2 AutoCAD SHX Text 222032 AutoCAD SHX Text AUG. 26, 2022 AutoCAD SHX Text MAV/RJM AutoCAD SHX Text C-2 AutoCAD SHX Text NONE AutoCAD SHX Text JOB NO. AutoCAD SHX Text REVISIONS: AutoCAD SHX Text DRAWN: AutoCAD SHX Text DATE: AutoCAD SHX Text 299 N. WEISGARBER RD. SUITE 201 KNOXVILLE, TN. 37919 AutoCAD SHX Text (865) 588-1331 AutoCAD SHX Text 1 INCH = FT. AutoCAD SHX Text 0 AutoCAD SHX Text 5 AutoCAD SHX Text 10 AutoCAD SHX Text 20 AutoCAD SHX Text 10 AutoCAD SHX Text LEGEND AutoCAD SHX Text GRADING NOTES AutoCAD SHX Text EOP AutoCAD SHX Text 2% AutoCAD SHX Text (+ 907.10) AutoCAD SHX Text + 907.10 AutoCAD SHX Text BC AutoCAD SHX Text PERCENTAGE OF SLOPE AutoCAD SHX Text DIRECTION OF SLOPE - DOWN AutoCAD SHX Text EDGE OF PAVEMENT AutoCAD SHX Text PROPOSED SPOT ELEVATION AutoCAD SHX Text BOTTOM OF CURB AutoCAD SHX Text EXISTING GRADE AutoCAD SHX Text EXISTING CONTOUR AutoCAD SHX Text 906 AutoCAD SHX Text SOLID 8 INCH HDPE N-12 PIPE AutoCAD SHX Text TC AutoCAD SHX Text TOP OF CURB AutoCAD SHX Text 12 INCH NDS YARD DRAIN WITH AutoCAD SHX Text GALVANIZED SQUARE GRATE. AutoCAD SHX Text USE BASIN RISERS AS NECESSARY AutoCAD SHX Text CP AutoCAD SHX Text CROSS PITCH WALK AS SHOWN AutoCAD SHX Text PROPOSED CONTOUR AutoCAD SHX Text AGRICULTURE AutoCAD SHX Text FRENCH DRAIN W/ PERFORATED AutoCAD SHX Text 8 INCH HDPE N-12 PIPE AutoCAD SHX Text SEE SHEET DETAIL ON THIS SHEET AutoCAD SHX Text SCALE: NOT TO SCALE AutoCAD SHX Text FRENCH DRAIN AutoCAD SHX Text A AutoCAD SHX Text 8 INCH PERFORATED HDPE N-12 DRAIN PIPE WITH HOLES DOWN. AutoCAD SHX Text WITH WASHED PEA GRAVEL TO FILL VOIDS AutoCAD SHX Text 4-6 INCH WASHED RIVER SLICK STONE WITH AutoCAD SHX Text SLOPE TOWARD TRENCH AutoCAD SHX Text TIE TO CATCH BASINS AS SHOWN. USE SOLID PIPE BELOW WALKS AutoCAD SHX Text PIPE TRENCH FILLED WITH WASHED NO. 4 STONE. AutoCAD SHX Text TOP DRESS DRAINAGE GRAVEL WITH AutoCAD SHX Text AND FINAL TIE TO EXISTING CATCH BASIN. AutoCAD SHX Text 2'-0" AutoCAD SHX Text 6" MIN. AutoCAD SHX Text 8" AutoCAD SHX Text FABRIC TO PREVENT MIGRATION OF SOIL INTO PERFORATED PIPE. AutoCAD SHX Text TRENCH ENCASED AND COVERED WITH GEOSYNTHETIC AutoCAD SHX Text 8" 64' 10' 22' 22' 10' 15' 14' 15' 10'10' 10 ' 20 ' 10 ' 10 ' 20 ' 10 ' 10 ' 20 ' 10 ' 12 '-6 " 20 '-0 " 12 '-6 " 40 ' 40 ' 40 ' 45 ' S EV IE R V IL LE C IT Y PA R K - P IC K LE B A LL C O U R TS Si te D et ai ls LA N D SC A PE A R C H IT EC TU R E ... .. LA N D P LA N N IN G M IC H A EL V ER SE N & A SS O C IA TE S 10 05 P ar k R oa d S ev ie rv ill e, T en ne ss ee 3 78 62 8- 26 -2 02 2 M ich ae l V ers en NESRE V A . L E AHCI M R EG IS T ER ED TE NN E S S E E NO . 39 4 LA ND SC A P E A RC H IT EC T C O M M ER C E AutoCAD SHX Text SIDE VIEW AutoCAD SHX Text TOP VIEW AutoCAD SHX Text SCALE: NOT TO SCALE AutoCAD SHX Text NET POST DETAIL AutoCAD SHX Text 4'-0" AutoCAD SHX Text 1'-6" AutoCAD SHX Text CONCRETE AutoCAD SHX Text 3500 PSI AutoCAD SHX Text 3'-0" AND 8'-0" AutoCAD SHX Text INTERSECTIONS AutoCAD SHX Text @ ALL CORNERS, AutoCAD SHX Text 2'-2 1/2'' AutoCAD SHX Text 9'' AutoCAD SHX Text 3'-0'' AutoCAD SHX Text 12'' D. AutoCAD SHX Text POST CAP AutoCAD SHX Text POST BAND AutoCAD SHX Text DRAW BAR AutoCAD SHX Text 1/4"x 3/4" AutoCAD SHX Text TERMINAL POST AutoCAD SHX Text 3'' O.D. SS40 AutoCAD SHX Text GALV. PIPE AutoCAD SHX Text RAIL END AutoCAD SHX Text 9 GA. TIE WIRE - 24" 0.C. AutoCAD SHX Text 3500 PSI AutoCAD SHX Text CONCRETE AutoCAD SHX Text NOTES: AutoCAD SHX Text ALL WIRE FABRIC AND FENCE AutoCAD SHX Text HARDWARE SHALL BE VINYL COATED.. AutoCAD SHX Text TYP. LINE AutoCAD SHX Text POST 2 1/2" AutoCAD SHX Text O.D. - SS40 AutoCAD SHX Text 9 GA. TIE AutoCAD SHX Text WIRE AutoCAD SHX Text TYP. TOP RAIL AutoCAD SHX Text CONNECTION AutoCAD SHX Text AS SHOWN AutoCAD SHX Text TOP RAIL AutoCAD SHX Text 1-5/8" AutoCAD SHX Text VINYL COATED PIPE AutoCAD SHX Text 2"x2"x8 GA. AutoCAD SHX Text FABRIC AutoCAD SHX Text KNUCKLED AutoCAD SHX Text TYPICAL LINE POST AutoCAD SHX Text FOOTING AutoCAD SHX Text TYPICAL CORNER POST FOOTING AutoCAD SHX Text CORNER AND LINE POST DETAIL AutoCAD SHX Text SCALE: NOT TO SCALE AutoCAD SHX Text TOP AND AutoCAD SHX Text BOTTOM AutoCAD SHX Text 14'' O.C. AutoCAD SHX Text VINYL COATED PIPE AutoCAD SHX Text 16' O.C. AutoCAD SHX Text CONCRETE AutoCAD SHX Text 3000 PSI AutoCAD SHX Text SCALE: NOT TO SCALE AutoCAD SHX Text FENCE AND COURT DIMENSIONS AutoCAD SHX Text ALL FENCING TO BE BLACK COLOR. AutoCAD SHX Text GRADING: AutoCAD SHX Text GRADE AREA TO PROVIDE SLOPE IN ONE PLANE TO ALLOW WATER DRAINAGE FROM THE COURT. SLOPE WILL BE AutoCAD SHX Text 1 % (14 INCHES IN 120 FEET) AND SHALL BE ALL IN ON PLANE, EITHER END TO END, SIDE TO SIDE, OR CORNER AutoCAD SHX Text TO CORNER. TOLERANCE ON THE FINISHED SUBGRADE SHALL BE +/- .1 FOOT. UTILIZE SOILS ON SITE TO CONSTRUCT AutoCAD SHX Text THE COURT. AutoCAD SHX Text IF NECESSARY, BORROW SOILS FROM ANOTHER LOCATION ON THE PROPERTY OR ELSE HAUL SOIL IN IF A SITUATION ARISES AutoCAD SHX Text IN WHICH ON SITE SOILS ARE NOT ADEQUATE TO CONSTRUCT THE COURT. INSURE THAT ON SIGHT SOILS ARE NOT TO AutoCAD SHX Text EXPANSIVE OR CONTAIN ORGANIC OR ROTTING DEBRIS. AutoCAD SHX Text STONE BASE SHALL BE COMPACTED CRUSHED STONE INSTALLED TO A DEPTH OF SIX INCHES. ASPHALT SHALL BE AutoCAD SHX Text INSTALLED IN TWO LIFTS, THE FIRST IN BINDER ASPHALT OF TWO INCHES AND THE SECOND OF SURFACE MIX (VIRGIN) AutoCAD SHX Text ASPHALT AT ONE AND ONE-HALF INCH DEPTH. AutoCAD SHX Text FENCING: AutoCAD SHX Text PROVIDE AND INSTALL LINE FENCING AS SHOWN ON PLAN. FENCING SHALL BE ALL FUSION BONDED BLACK VINYL AutoCAD SHX Text COATED GALVANIZED FENCE MEASURING THREE AND EIGHT FEET IN HEIGHT. AutoCAD SHX Text HARDWARE: AutoCAD SHX Text COURT CONSTRUCTION SPECIFICATION AutoCAD SHX Text ASPHALT PAVING DETAIL AutoCAD SHX Text SCALE: NOT TO SCALE AutoCAD SHX Text INSTALL 4' WIDE SWING GATES, OPENINGS, AND TOP PROTECTORS AS SHOWN ON PLAN. AutoCAD SHX Text 6" AutoCAD SHX Text SUBGRADE AutoCAD SHX Text COMPACTED AutoCAD SHX Text ACRYLIC SURFACE SYSTEM AutoCAD SHX Text SURFACE MIX ASPHALT AutoCAD SHX Text BINDER ASPHALT AutoCAD SHX Text 2" AutoCAD SHX Text 1.5" AutoCAD SHX Text CRUSHED STONE BASE AutoCAD SHX Text 6' WIND SCREENS OPTIONAL. AutoCAD SHX Text ASPHALT COURT: AutoCAD SHX Text ACRYLIC SURFACE SYSTEM: AutoCAD SHX Text INSTALLED . ACRYLIC SURFACE SYSTEM - PROVIDE AND INSTALL CUSHIONED ACRYLIC SURFACE CONSISTING AutoCAD SHX Text THE COURT SHALL BE LINED USING MASKING TAPE AND NOVA SEAL A LINE COATING TO PREVENT THE TEXTURED LINE AutoCAD SHX Text PAINT FROM BLEEDING UNDER THE TAPE. TWO COATS OF WHITE TEXTURED LINE PAINT SHALL BE APPLIED ACCORDING AutoCAD SHX Text TO U.S. TENNIS COURT AND TRACK BUILDERS ASSOCIATION LAYOUT STANDARDS. AutoCAD SHX Text OF THE FIRST COAT BEING A RESURFACER WITH SAND ADDED TO FILL THE PORES IN THE ASPHALT. TWO SAND FILLED AutoCAD SHX Text POSTS TO BE DOUGLAS SW-36 AND NETS TO BE DOUGLAS JTN-30 OR APPROVED EQUAL. AutoCAD SHX Text BOTTOM RAIL AutoCAD SHX Text 1-5/8" AutoCAD SHX Text VINYL COATED PIPE AutoCAD SHX Text NET AutoCAD SHX Text COLOR #3 AutoCAD SHX Text SHADE STRUCTURE AutoCAD SHX Text COLOR #2 AutoCAD SHX Text COLOR #3 AutoCAD SHX Text COLOR #2 AutoCAD SHX Text SHADE AutoCAD SHX Text STRUCTURE AutoCAD SHX Text SHADE STRUCTURE AutoCAD SHX Text SHADE STRUCTURE AutoCAD SHX Text NET POST AutoCAD SHX Text COLOR #2 AutoCAD SHX Text COLOR #2 AutoCAD SHX Text 4 INCH STRIPING AutoCAD SHX Text 3' FENCE WITH AutoCAD SHX Text TOP PROTECTOR AutoCAD SHX Text COLOR #1 AutoCAD SHX Text FENCE CENTERLINE TO BE 1 FOOT OFF EDGE OF ASPHALT. AutoCAD SHX Text NET POSTS TO BE SET IN CONCRETE AS PER MANUFACTURERS SPECIFICATIONS. AutoCAD SHX Text WALKWAYS OUTSIDE THE FENCED ARE NOT INCLUDED IN THIS ASPHALT WORK. AutoCAD SHX Text PROVIDE LATCHES FOR ALL FENCE GATES. AutoCAD SHX Text FOLLOWING A 14 DAY CURE PERIOD FOR THE ASPHALT, A THREE COAT NOVA ACRYLIC SURFACE SYSTEM SHALL BE AutoCAD SHX Text COLOR COATS SHALL THEN BE INSTALLED FOLLOWED BY REGULATION PICKLEBALL STRIPES. AutoCAD SHX Text 3 COLOR SCHEME WILL BE INSTALLED. SEE ILLUSTRATION ON THIS SHEET. OWNER WILL CHOOSE FINAL COLOR SELECTION. AutoCAD SHX Text LIGHTING: AutoCAD SHX Text OWNER WILL PURCHASE AND SUPPLY 'MUSCO' SPORTS LIGHTING. INSTALLATION WILL BE COMPLETED BY THE CONTRACTOR. AutoCAD SHX Text SITEWORK: AutoCAD SHX Text SITEWORK SHALL BE BY OTHERS. SOILS SHALL BE FIRM AND UNYIELDING UNDER THE WEIGHT IF A LOADED TANDEM DUMP TRUCK. AutoCAD SHX Text CONCRETE PAVING AutoCAD SHX Text CONTRACTOR RESPONSIBLE FOR POLE BASES AND ALL ELECTRICAL CONDUIT INSTALLATION AS PER MANUFACTURERS SPECS. AutoCAD SHX Text POSTS AT 8' O.C. MAX. AutoCAD SHX Text 8' FENCE AutoCAD SHX Text 8' FENCE AutoCAD SHX Text COLOR #1 AutoCAD SHX Text 8' FENCE AutoCAD SHX Text 8' FENCE AutoCAD SHX Text 8' FENCE AutoCAD SHX Text 3' FENCE WITH AutoCAD SHX Text TOP PROTECTOR AutoCAD SHX Text BLEACHERS AND AutoCAD SHX Text SHADE AutoCAD SHX Text STRUCTURE AutoCAD SHX Text BLEACHERS AND AutoCAD SHX Text 4' GATE AutoCAD SHX Text 4' GATE AutoCAD SHX Text 8' FENCE AutoCAD SHX Text 8' FENCE AutoCAD SHX Text 8' FENCE AutoCAD SHX Text 4' GATE AutoCAD SHX Text CONCRETE PAVING AutoCAD SHX Text LIGHTS AutoCAD SHX Text 4' GATE AutoCAD SHX Text AS PART OF ELECTRICAL WORK, CONTRACTOR TO SUPPLY AND INSTALL GFI OUTLETS WITH CHARGING STATION FOR PERSONAL AutoCAD SHX Text ELECTRONIC DEVICES. AutoCAD SHX Text SOUND SYSTEM: AutoCAD SHX Text PVC PIPE SLEEVES WILL BE INSTALLED FOR FUTURE WIRING OF SOUND SYSTEM. SOUND SYSTEM BY OWNER. AutoCAD SHX Text NEW LIGHTS TO BE LED FIXTURES WITH CAPABLE OF BEING CONTROLLED REMOTELY BY CITY STAFF THROUGH AN APP. AutoCAD SHX Text LIGHTS AutoCAD SHX Text SEE SHEET C-4 AutoCAD SHX Text COLOR #1 - GREEN, COLOR #2 - DARK BLUE, COLOR #3 - LIGHT BLUE. AutoCAD SHX Text G AutoCAD SHX Text D AutoCAD SHX Text E AutoCAD SHX Text F AutoCAD SHX Text F AutoCAD SHX Text C-3 AutoCAD SHX Text D AutoCAD SHX Text C-3 AutoCAD SHX Text D AutoCAD SHX Text C-3 AutoCAD SHX Text D AutoCAD SHX Text C-3 AutoCAD SHX Text D AutoCAD SHX Text C-3 AutoCAD SHX Text E AutoCAD SHX Text C-3 AutoCAD SHX Text ASPHALT AutoCAD SHX Text COURTS AutoCAD SHX Text B AutoCAD SHX Text C-3 AutoCAD SHX Text B AutoCAD SHX Text C-3 AutoCAD SHX Text 4' GATE AutoCAD SHX Text 4' GATE AutoCAD SHX Text 222032 AutoCAD SHX Text AUG. 26, 2022 AutoCAD SHX Text MAV/RJM AutoCAD SHX Text C-3 AutoCAD SHX Text NONE AutoCAD SHX Text JOB NO. AutoCAD SHX Text REVISIONS: AutoCAD SHX Text DRAWN: AutoCAD SHX Text DATE: AutoCAD SHX Text 299 N. WEISGARBER RD. SUITE 201 KNOXVILLE, TN. 37919 AutoCAD SHX Text (865) 588-1331 AutoCAD SHX Text CONCRETE PAVING AutoCAD SHX Text SCALE: NOT TO SCALE AutoCAD SHX Text 4" COMPACTED STONE AutoCAD SHX Text 4" COMPACTED STONE AutoCAD SHX Text (95% STD. PROCTOR) AutoCAD SHX Text RECOMPACTED SUBGRADE AutoCAD SHX Text JOINT MATERIAL AutoCAD SHX Text 1/2" PREMOLDED AutoCAD SHX Text 1/4" RADIUS AutoCAD SHX Text 1/2" MIN. DEPTH AutoCAD SHX Text 1/4" SCORE JOINT AutoCAD SHX Text SECTION AutoCAD SHX Text PLAN AutoCAD SHX Text EXPANSION JOINT AutoCAD SHX Text SCORE JOINT AutoCAD SHX Text 8' ON CENTER AutoCAD SHX Text 24' ON CENTER AutoCAD SHX Text OR AS SHOWN AutoCAD SHX Text EXPANSION JOINT AutoCAD SHX Text 8'-0" O.C. AutoCAD SHX Text 24'-0" O.C. AutoCAD SHX Text OR AS SHOWN AutoCAD SHX Text EJ AutoCAD SHX Text EJ AutoCAD SHX Text EXPANSION JOINT AutoCAD SHX Text SCORE JOINT AutoCAD SHX Text 4,000 psi CONCRETE AutoCAD SHX Text 4,000 psi CONCRETE AutoCAD SHX Text No. 10/10 6X6 WWM. AutoCAD SHX Text No. 10/10 6X6 WWM. AutoCAD SHX Text 4" AutoCAD SHX Text 4" AutoCAD SHX Text RECOMPACTED SUBGRADE AutoCAD SHX Text (95% STD. PROCTOR) AutoCAD SHX Text NOTE: INSTALL EXP. JOINT ANY WHERE CONCRETE AutoCAD SHX Text ABUTS STRUCTURES, SIGNS OR CONCRETE CURB. AutoCAD SHX Text CONCRETE AutoCAD SHX Text WALK AutoCAD SHX Text CONCRETE FINISH: AutoCAD SHX Text LIGHT BROOM FINISH AutoCAD SHX Text SCALE: NOT TO SCALE AutoCAD SHX Text TEMPORARY SILT FENCE AutoCAD SHX Text 2" AutoCAD SHX Text 48" MIN. AutoCAD SHX Text 20" MIN. AutoCAD SHX Text 24" TO 26" AutoCAD SHX Text FABRIC AutoCAD SHX Text FILTER CLOTH AutoCAD SHX Text EXIST. GROUND AutoCAD SHX Text 6" MIN. AutoCAD SHX Text BOTTOM OF AutoCAD SHX Text WOOD OR AutoCAD SHX Text STEEL POST AutoCAD SHX Text TRENCH AutoCAD SHX Text %%UNOTES: AutoCAD SHX Text 2"x2" (MIN.) HARDWOOD POST AutoCAD SHX Text FABRIC AutoCAD SHX Text FILTER CLOTH AutoCAD SHX Text FLOW AutoCAD SHX Text EXIST. GROUND AutoCAD SHX Text BACKFILL W/ AutoCAD SHX Text COMPACTED SOIL AutoCAD SHX Text 4" MIN. AutoCAD SHX Text %%USECTION AutoCAD SHX Text LENGTH 48" OR 1.33 LB./FT. (MIN.) AutoCAD SHX Text STEEL POST (STD. OR U - SECTION) AutoCAD SHX Text 1. SILT FENCE SHALL BE PRE-ASSEMBLED AutoCAD SHX Text AND INSTALLED IN ACCORDANCE WITH AutoCAD SHX Text THE MANUFACTURERS SPECIFICATIONS. AutoCAD SHX Text 2. SILT FENCE SHALL HAVE AN APPROVED AutoCAD SHX Text BACKING OR A BUILT-IN REINFORCED AutoCAD SHX Text THE MANUFACTURER TO SUPPORT THE AutoCAD SHX Text STRUCTURE AS RECOMMENDED BY AutoCAD SHX Text GEOTEXTILE FABRIC. AutoCAD SHX Text %%UELEVATION AutoCAD SHX Text B AutoCAD SHX Text C AutoCAD SHX Text 6' (MAX.) POST SPACING USE 18 (MIN.) POSTS PER 100 FT. OF LENGTH AutoCAD SHX Text CONTRACTOR TO PROVIDE MANUFACTURER SAMPLES AutoCAD SHX Text COURT COLORS AutoCAD SHX Text TO OWNER FOR APPROVAL TO ACHIEVE THIS COLOR COMBINATION. AutoCAD SHX Text AGRICULTURE S EV IE R V IL LE C IT Y PA R K - P IC K LE B A LL C O U R TS C ou rt L ig ht in g 10 05 P ar k R oa d S ev ie rv ill e, T en ne ss ee 3 78 62 M U SC O L IG H TI N G AutoCAD SHX Text AUG. 26, 2022 AutoCAD SHX Text C-4 AutoCAD SHX Text NONE AutoCAD SHX Text JOB NO. AutoCAD SHX Text REVISIONS: AutoCAD SHX Text DRAWN: AutoCAD SHX Text DATE: AutoCAD SHX Text SCALE: NOT TO SCALE AutoCAD SHX Text COURT LIGHTING - Lighting Plan supplied by Owner/Musco Lighitng