GENERAL NOTES KEYED NOTES OVERALL SITE PLAN. VSR Design Landscape Architecture-Planning-Sports-Recreation LAYOUT + MATERIALS

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1 GENERAL NOTES. ALL UTILITIES SHOWN ON PLANS ARE BASED ON ABOVE GROUND OBSERVATION AND MAY NOT INCLUDE ALL LINES PRESENT. VSRDESIGN ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY LOCATIONS AS SHOWN. ALL UTILITIES ARE TO BE FIELD LOCATED PRIOR TO EXCAVATION. CONTACT MISSOURI ONE-CALL, INDIVIDUAL UTILITY COMPANIES, AND OWNER FOR FIELD LOCATES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT.. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF ALL FEDERAL, STATE, AND LOCAL CODES HAVING JURISDICTION OVER THE WORK. 3. THE CONTRACTOR SHALL PAY ALL PERMIT FEES AND OTHER ASSOCIATED FEES REQUIRED TO SUCCESSFULLY COMPLETE THE PROJECT. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND REQUIREMENTS OF THE CONSTRUCTION SPECIFICATIONS.CLARIFICATION OF ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY OWNER AND/OR ENGINEER/ARCHITECT. 5. A CADD DISK (AUTOCAD R) WILL BE MADE AVAILABLE TO THE CONTRACTOR FOR LAYOUT AND STAKING PURPOSES IF DESIRED, FOR A FEE AS DESIGNATED IN THE CONTRACT SPECIFICATIONS. ALLOW ONE WEEK FOR THE ARCHITECT/ENGINEER TO PROCESS THE DISK. THE ARCHITECT/ENGINEER BELIEVES THE DISK TO BE ACCURATE, HOWEVER THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING THAT THE INFORMATION ON THE DISK CONFORMS TO THE DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS. 6. ALL EQUIPMENT USED ON NATURAL TURF PLAYING FIELDS SHALL BE EQUIPPED WITH FLOTATION TURF TIRES OR "TRACKS" TO PREVENT OVER-COMPACTION OF SOILS. PLAYING FIELD SURFACES TO HAVE COMPACTION BETWEEN 85-9%. ANY AREAS WITH HIGHER COMPACTION SHALL BE RIPPED/DISKED TO A DEPTH OF " AND RE-GRADED. VSR Design Overland Park, KS 66 ph: (93) Lenexa, KS Valley Parkway, Suite ph: (93) KEYED NOTES PROVIDE AND INSTALL HIGH JUMP EVENT AREA WITH /" POLYURETHANE RESILIENT TRACK SURFACING. PROVIDE AND INSTALL 4 METER, 6-LANE RUNNING TRACK WITH /" POLYURETHANE RESILIENT TRACK SURFACING AND STRIPING 3 PROVIDE AND INSTALL LONG/TRIPLE JUMP RUNWAY WITH SAND JUMP PITS, RE: 4/PF4. 4 PROVIDE AND INSTALL POLE VAULT PAD/RUNWAY AND STRIPING, RE: 6/PF4. 5 PROVIDE AND INSTALL SHOT PUT CONCRETE PAD & LIMESTONE SCREENINGS AND INSTALL 6" X " CONCRETE CURB AND 4" DEPTH LIMESTONE SCREENINGS. 6 PROVIDE AND INSTALL CONCRETE FIELD CURB, RE: / PF4. 7 PROVIDE AND INSTALL PERIMETER TRACK WALK, RE: /PF4. 8 PROVIDE AND INSTALL () - 4" AND ()-" SCH. 4 PVC SLEEVES FOR FUTURE CONTROL WIRE. EXTEND " BEYOND EDGE OF PAVEMENT & CAP. INSTALL REBAR FOR FUTURE LOCATIONS. 9 PROVIDE AND INSTALL GALVANIZED CHAIN LINK FENCE. PROVIDE AND INSTALL 5' WIDE GALVANIZED CHAIN LINK SINGLE GATE. PROVIDE AND INSTALL ' WIDE GALVANIZED CHAIN LINK DOUBLE GATE. PROVIDE AND INSTALL ' WIDE GALVANIZED CHAIN LINK DOUBLE GATE. 3 ALL DISTURBED AREAS WILL BE SEEDED WITH LBS OF FESCUE SEED PER, SF. 4 ALL SLOPES GREATER THAN 4: SHALL RECEIVE A 6- MONTH EROSION CONTROL BLANKET, OR HYDRO-MULCH. RESILIENT TRACK SURFACING COOL SEASON TURF - SOD CONCRETE PAVEMENT - LIGHT DUTY CONCRETE PAVEMENT - HEAVY DUTY FENCE HEIGHT MEASURE LINE ( CM FROM INSIDE LANE LINE) EXPANSION JOINT OVERALL SITE PLAN LAYOUT + MATERIALS 6' 6' " = 6'-" PF.

2 VSR Design Overland Park, KS 66 ph: (93) Lenexa, KS 665 O F MIS S I UR ST TE O A 55 Valley Parkway, Suite ph: (93) GENERAL NOTES ALL UTILITIES SHOWN ON PLANS ARE BASED ON ABOVE GROUND OBSERVATION AND MAY NOT INCLUDE ALL LINES PRESENT. VSRDESIGN ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY LOCATIONS AS SHOWN. ALL UTILITIES ARE TO BE FIELD LOCATED PRIOR TO EXCAVATION. CONTACT MISSOURI ONE-CALL, INDIVIDUAL UTILITY COMPANIES, AND OWNER FOR FIELD LOCATES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. KEYED NOTES PROVIDE AND INSTALL HIGH JUMP EVENT AREA WITH /" POLYURETHANE RESILIENT TRACK SURFACING. PROVIDE AND INSTALL 4 METER, 6-LANE RUNNING TRACK WITH /" POLYURETHANE RESILIENT TRACK SURFACING AND STRIPING LEGEND 9 PROVIDE AND INSTALL GALVANIZED CHAIN LINK FENCE. PROVIDE AND INSTALL 5' WIDE GALVANIZED CHAIN LINK SINGLE GATE. PROVIDE AND INSTALL ' WIDE GALVANIZED CHAIN LINK DOUBLE GATE. PROVIDE AND INSTALL ' WIDE GALVANIZED CHAIN LINK DOUBLE GATE. 3 ALL DISTURBED AREAS WILL BE SEEDED WITH LBS OF FESCUE SEED PER, SF. 4 ALL SLOPES GREATER THAN 4: SHALL RECEIVE A 6- MONTH EROSION CONTROL BLANKET, OR HYDRO-MULCH. TRACK GEOMETRY M.L. RADIUS ' RADIUS ENDS: 4.43' X 3.46 X = ' STRAIGHT: 38.83' X = ',3.334' THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF ALL FEDERAL, STATE, AND LOCAL CODES HAVING JURISDICTION OVER THE WORK. 3 PROVIDE AND INSTALL LONG/TRIPLE JUMP RUNWAY WITH SAND JUMP PITS, RE: 4/PF4. 4 PROVIDE AND INSTALL POLE VAULT PAD/RUNWAY AND STRIPING, RE: 6/PF4. 5 PROVIDE AND INSTALL SHOT PUT CONCRETE PAD & LIMESTONE SCREENINGS AND INSTALL 6" X" CONCRETE CURB AND 4" DEPTH LIMESTONE SCREENINGS. 6 PROVIDE AND INSTALL CONCRETE FIELD CURB, RE: / PF4. 7 PROVIDE AND INSTALL PERIMETER TRACK WALK, RE: /PF4. 8 PROVIDE AND INSTALL () - 4" AND ()-" SCH. 4 PVC SLEEVES FOR FUTURE CONTROL WIRE. EXTEND " BEYOND EDGE OF PAVEMENT & CAP. INSTALL REBAR FOR FUTURE LOCATIONS. THE CONTRACTOR SHALL PAY ALL PERMIT FEES AND OTHER ASSOCIATED FEES REQUIRED TO SUCCESSFULLY COMPLETE THE PROJECT. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND REQUIREMENTS OF THE CONSTRUCTION SPECIFICATIONS.CLARIFICATION OF ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY OWNER AND/OR ENGINEER/ARCHITECT. A CADD DISK (AUTOCAD R) WILL BE MADE AVAILABLE TO THE CONTRACTOR FOR LAYOUT AND STAKING PURPOSES IF DESIRED, FOR A FEE AS DESIGNATED IN THE CONTRACT SPECIFICATIONS. ALLOW ONE WEEK FOR THE ARCHITECT/ENGINEER TO PROCESS THE DISK. THE ARCHITECT/ENGINEER BELIEVES THE DISK TO BE ACCURATE, HOWEVER THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING THAT THE INFORMATION ON THE DISK CONFORMS TO THE DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS. ALL EQUIPMENT USED ON NATURAL TURF PLAYING FIELDS SHALL BE EQUIPPED WITH FLOTATION TURF TIRES OR "TRACKS" TO PREVENT OVER-COMPACTION OF SOILS. PLAYING FIELD SURFACES TO HAVE COMPACTION BETWEEN 85-9%. ANY AREAS WITH HIGHER COMPACTION SHALL BE RIPPED/DISKED TO A DEPTH OF " AND RE-GRADED. FOOTBALL + TRACK LAYOUT + MATERIALS ' ' " = '-" PF.

3 VSR Design Overland Park, KS 66 ph: (93) Lenexa, KS Valley Parkway, Suite ph: (93) ' ROUNDED CROWN GENERAL NOTES KEYED NOTES LEGEND. ALL UTILITIES SHOWN ON PLANS ARE BASED ON ABOVE GROUND OBSERVATION AND MAY NOT INCLUDE ALL LINES PRESENT. VSRDESIGN ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY LOCATIONS AS SHOWN. ALL UTILITIES ARE TO BE FIELD LOCATED PRIOR TO EXCAVATION. CONTACT MISSOURI ONE-CALL, INDIVIDUAL UTILITY COMPANIES, AND OWNER FOR FIELD LOCATES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT.. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF ALL FEDERAL, STATE, AND LOCAL CODES HAVING JURISDICTION OVER THE WORK. 3. THE CONTRACTOR SHALL PAY ALL PERMIT FEES AND OTHER ASSOCIATED FEES REQUIRED TO SUCCESSFULLY COMPLETE THE PROJECT. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND REQUIREMENTS OF THE CONSTRUCTION SPECIFICATIONS.CLARIFICATION OF ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY OWNER AND/OR ENGINEER/ARCHITECT. 5. A CADD DISK (AUTOCAD R) WILL BE MADE AVAILABLE TO THE CONTRACTOR FOR LAYOUT AND STAKING PURPOSES IF DESIRED, FOR A FEE AS DESIGNATED IN THE CONTRACT SPECIFICATIONS. ALLOW ONE WEEK FOR THE ARCHITECT/ENGINEER TO PROCESS THE DISK. THE ARCHITECT/ENGINEER BELIEVES THE DISK TO BE ACCURATE, HOWEVER THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING THAT THE INFORMATION ON THE DISK CONFORMS TO THE DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS. 6. ALL EQUIPMENT USED ON NATURAL TURF PLAYING FIELDS SHALL BE EQUIPPED WITH FLOTATION TURF TIRES OR "TRACKS" TO PREVENT OVER-COMPACTION OF SOILS. PLAYING FIELD SURFACES TO HAVE COMPACTION BETWEEN 85-9%. ANY AREAS WITH HIGHER COMPACTION SHALL BE RIPPED/DISKED TO A DEPTH OF " AND RE-GRADED. PROVIDE AND INSTALL HIGH JUMP EVENT AREA WITH /" POLYURETHANE RESILIENT TRACK SURFACING. PROVIDE AND INSTALL 4 METER, 6-LANE RUNNING TRACK WITH /" POLYURETHANE RESILIENT TRACK SURFACING AND STRIPING 3 PROVIDE AND INSTALL LONG/TRIPLE JUMP RUNWAY WITH SAND JUMP PITS, RE: 4/PF4. 4 PROVIDE AND INSTALL POLE VAULT PAD/RUNWAY AND STRIPING, RE: 6/PF4. 5 PROVIDE AND INSTALL SHOT PUT CONCRETE PAD & LIMESTONE SCREENINGS AND INSTALL 6" X" CONCRETE CURB AND 4" DEPTH LIMESTONE SCREENINGS. 6 PROVIDE AND INSTALL CONCRETE FIELD CURB, RE: / PF4. 7 PROVIDE AND INSTALL PERIMETER TRACK WALK, RE: /PF4. 8 PROVIDE AND INSTALL () - 4" AND ()-" SCH. 4 PVC SLEEVES FOR FUTURE CONTROL WIRE. EXTEND " BEYOND EDGE OF PAVEMENT & CAP. INSTALL REBAR FOR FUTURE LOCATIONS. 9 PROVIDE AND INSTALL GALVANIZED CHAIN LINK FENCE. PROVIDE AND INSTALL 5' WIDE GALVANIZED CHAIN LINK SINGLE GATE. PROVIDE AND INSTALL ' WIDE GALVANIZED CHAIN LINK DOUBLE GATE. PROVIDE AND INSTALL ' WIDE GALVANIZED CHAIN LINK DOUBLE GATE. 3 ALL DISTURBED AREAS WILL BE SEEDED WITH LBS OF FESCUE SEED PER, SF. 4 ALL SLOPES GREATER THAN 4: SHALL RECEIVE A 6- MONTH EROSION CONTROL BLANKET, OR HYDRO-MULCH. ' " = '-" ' FOOTBALL + TRACK GRADING + DRAINAGE PF.

4 RUBBER COVER FINISH GRADE VSR Design Overland Park, KS 66 ph: (93) MODEL I-5 ROTOR HEAD MV PREFABRICATED SWING JOINT LATERAL TEE OR ELL LATERAL PIPE Lenexa, KS 665 " " " " " " " " " " " " " " 3 8-4" COILED WIRE WATERPROOF CONNECTORS () CHRISTY ID TAG REMOTE CONTROL VALVE MODEL ICV - SIZE AS NOTED ON PLAN FINISH GRADE STANDARD VALVE BOX MAIN LINE PIPE & FITTINGS SCH 8 T.O.E. NIPPLE BRICK SUPPORTS (4) 3/4" MINUS WASHED PVC GRAVEL SLIP UNIONS 55 Valley Parkway, Suite ph: (93) " " " " " " " " CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE * NOTE: 8 STATION MODEL CONTROLLER. MOUNT CONTROLLER IN OUTDOOR MECHANICAL AREA OF BUILDING PER MFGS. RECOMMENDATION. CONTROLLER SHALL BE HARD-WIRED TO GROUNDED VAC SOURCE. CONTROLLER TO BE EQUIPPED AND INCLUDE HANDHELD KIT. 3/4" POWER SUPPLY CONDUIT J BOX INSIDE CONTROLLER CONNECT PER LOCAL CODE " " " " " IRRIGATION NOTES LEGEND GENERAL NOTES M MV METER - EXISTING MASTER VALVE (ICV) BACKFLOW PREVENTION DEVICE (DOUBLE CHECK) MAINLINE PIPE: CLASS PVC (.5-INCH SIZE) LATERAL PIPE: CLASS PVC (SIZED AS SHOWN). DESIGN IS BASED ON A MINIMUM FLOW OF 6 GPM AND PRESSURE OF 7 PSI AT THE POINT OF CONNECTION.. MINIMUM PRESSURE AT FARTHEST HEAD SHALL BE A MINIMUM OF 5 PSI. MANUAL SHUT-OFF VALVE HUNTER ICV ELECTRIC REMOTE CONTROL VALVE (SIZED AS SHOWN) HUNTER HQ44RC QUICK COUPLING VALVE (") HUNTER I-5 W/ NOZZLES PRESSURE = 6 PSI RADIUS = 48 FT. FLOW = 7.5 GPM HUNTER ICC- IRRIGATION CONTROLLER W/ STATIONS, AND CAPABLE OF EXPANSION. INDICATES CONTROLLER STATION INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE 3. SUPPLY AND INSTALL A BOOSTER PUMP MFG. MUNRO MODEL LPB WITH POWDER COATED STAINLESS STEEL ENCLOSURE. POUR 4" CONCRETE PAD TO SET PUMP AND ENCLOSURE UNIT. 4. SPRINKLER LOCATIONS ARE TO. PIPE LOCATIONS ARE DIAGRAMMATIC. CONSULT WITH LANDSCAPE ARCHITECT IF CONSTRUCTION VARIES A GREAT DEAL FROM PLAN. 5. PROVIDE QUICK COUPLING KEYS (" MALE OUTLET) AND SH- SWIVEL HOSE ELL FOR EACH KEY. 6. ROUTE SPARE WIRES FROM CONTROLLER AROUND ENTIRE MAIN LINE LOOP. PROVIDE DIFFERENT COLOR OF WIRE FOR IDENTIFICATION. ' " = '-" ' FOOTBALL + TRACK IRRIGATION PF 3.

5 VSR Design Overland Park, KS 66 ph: (93) Lenexa, KS Valley Parkway, Suite ph: (93) DETAILS PF 4.

6 VSR Design Overland Park, KS 66 ph: (93) Lenexa, KS Valley Parkway, Suite ph: (93) DETAILS PF 4.