SP 1.02 SHEET INDEX 1 OF 2 SITE SURVEY 2 OF 2 SITE SURVEY OVERALL SITE PLAN FOOTBALL & TRACK LAYOUT AND MATERIALS PLAN

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Claribel Welch
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P.O. Box 768 Overland Park, KS 6627 ph: (93) 484-52 47 W.

1 P.O. Box 768 Overland Park, KS 6627 ph: (93) W. 4th Terrace Lenexa, KS 6625 ph: (93) SPOIL DISPOSAL SITE 255 Valley Parkway, Suite 2 Olathe, KS 666 ph: (93) SHEET INDEX OF 2 SITE SURVEY 2 OF 2 SITE SURVEY SP. OVERALL SITE PLAN SP. FOOTBALL & TRACK LAYOUT AND MATERIALS PLAN SP.2 SOCCER LAYOUT AND MATERIALS PLAN SP 2. FOOTBALL & TRACK GRADING PLAN SP 3. FOOTBALL & SOCCER STRIPING PLANS SP 4. FIELD DETAILS AMENDMENT COVER SHEET 4' 4' " = 4'-" SP.

2 P.O. Box 768 Overland Park, KS 6627 ph: (93) 484-52 47 W.

2 2 P.O. Box 768 Overland Park, KS 6627 ph: (93) W. 4th Terrace Lenexa, KS 6625 ph: (93) Valley Parkway, Suite 2 Olathe, KS 666 ph: (93) JUMP PIT CURB TO BE REPAIRED STRUCTURAL SPRAY AND RE-STRIPE POLE VAULT RUNWAY AND BOTH LONG JUMP RUNWAYS SP. SP.2 2 AMENDMENT OVERALL SITE PLAN 4' 4' " = 4'-" SP.

3 '-" 5'-" 27'-" NOTE: PLACE SPOIL PILE AT NORTHEAST CORNER OF PRACTICE SOCCER FIELD (NORTH OF TRACK APPROXIMATELY 5 YARDS). INSTALL TWO ROWS OF SILT FENCE AT THE TOE OF SLOPE. REMOVE SLOT DRAIN/CURB FROM POINT OF INTERSECTION TO +/- 35 YARD LINE AND REPLACE AT LEVEL GRADE WITH BETWEEN REMAINING CURB. NEW DRAIN/CURB WILL BE HIGHER THAN EXISTING ASPHALT.MILL +/- " LAYER OF ASPHALT AT OUTSIDE EDGE TO ALLOW PLACEMENT OF NEW LEVELING LAYER OF ASPHALT. LOCATE CATCH BASIN SEGMENTS IN SLOT DRAIN AND REPLACE WITH SIMILAR BASINS. TAKE CARE WHEN REMOVING DRAINS TO PROTECT EXIT PIPES TO ALLOW RE-ATTACHMENT. P.O. Box 768 Overland Park, KS 6627 ph: (93) W. 4th Terrace Lenexa, KS 6625 ph: (93) Valley Parkway, Suite 2 Olathe, KS 666 ph: (93) REMOVE TRACK MATERIAL TO A POINT +/- ' OUTSIDE ASPHALT WORK. TRACK REMOVAL AND REPLACEMENT ALONG CURVE SHALL BE PERPENDICULAR TO LANE LINES. 5'-" PLAY CLOCK POUR 6" X 2" DEEP CONCRETE CURB ADJACENT TO ASPHALT JUMP AREA. 3 5 CENTER OF THE FIELD N xx.xx E xx.xx 2 3 6' X 36' FOOTBALL REMOVE ALL TIMBERS, GRAVEL, AND EXISTING CONCRETE PADS AT SHOT PUT AREA. CONCRETE SLABS AND TIMBERS SHALL BE REMOVED FROM SITE. GRAVEL MAY BE PLACED AT SPOIL SITE ONLY IF IT IS PLACED AT THE BOTTOM OF THE PILE. GOAL POST 6 SP 4. GOAL POST SAWCUT AND REPLACE CURB AT LONG JUMP PIT. FOOTBALL 36'-" PLAY CLOCK INSTALL COMBOX WITH TURF COVER PLACE.5" CONDUIT FROM COMBOX TO PLAY CLOCK. ROUTE ADJACENT TO TRACK AND RUN PARALLEL TO THE BACK OF THE FIELD. INSTALL COMBOX WITH TRACK COVER CUT AND CAP IRRIGATION LINE TO FIELD. OWNER WILL LOCATE LINE LOCATION. DIRECTIONAL BORE UNDER TRACK WITH TWO 4" AND TWO 2" CONDUIT. PLACE.5" CONDUIT FROM COMBOX TO PLAY CLOCK. ROUTE ADJACENT TO TRACK AND RUN PARALLEL TO THE BACK OF THE FIELD. GENERAL NOTES KEYED NOTES LEGEND. ALL UTILITIES SHOWN ON PLANS ARE BASED ON ABOVE GROUND OBSERVATION AND MAY NOT INCLUDE ALL LINES PRESENT. VSR DESIGN 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. EXISTING HIGH JUMP AREA TO REMAIN. APPLY NEW STRUCTURAL SPRAY WITH TRACK. 2 EXISTING TRACK TO REMAIN. APPLY NEW STRUCTURAL SPRAY AND STRIPING. 3 EXISTING LONG/TRIPLE JUMP TO REMAIN. APPLY NEW STRUCTURAL SPRAY WITH TRACK. AMENDMENT 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 DISCREPENSIES BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY OWNER AND/OR ENGINEER/ARCHITECT. 5. A CADD DISK (AUTOCAD R27) 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 LOCATION 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 2" AND RE-GRADED. SP 4 EXISTING POLE VAULT TO REMAIN. APPLY NEW STRUCTURAL SPRAY WITH TRACK. 5 PROVIDE AND INSTALL SHOT PUT CONCRETE PAD & LIMESTONE SCREENINGS AND INSTALL 6" X 2" CONCRETE CURB, AND 4" DEPTH LIMESTONE SCREENINGS. RE: 4/SP 4. 6 PROVIDE AND INSTALL (2) - 4" AND (2)-2" SCH. 4 PVC SLEEVES FOR FUTURE CONTROL WIRE. EXTEND 2" BEYOND EDGE OF PAVEMENT & CAP. INSTALL REBAR FOR FUTURE LOCATIONS. 7 ALL DISTURBED AREAS WILL BE SEEDED WITH 2LBS OF FESCUE SEED PER, SF. 8 ALL SLOPES GREATER THAN 4: SHALL RECEIVE A 6-2 MONTH EROSION CONTROL BLANKET, OR HYDRO-MULCH. 9 EXISTING SLOT DRAIN CATCH BASIN. 2' " = 2'-" 2' FOOTBALL + TRACK LAYOUT + MATERIALS.

4 4 4 2 NOTE: PLACE SPOIL PILE AT NORTHEAST CORNER OF PRACTICE SOCCER FIELD (NORTH OF TRACK APPROXIMATELY 5 YARDS). INSTALL TWO ROWS OF SILT FENCE AT THE TOE OF SLOPE. P.O. Box 768 Overland Park, KS 6627 ph: (93) W. 4th Terrace Lenexa, KS 6625 ph: (93) Valley Parkway, Suite 2 Olathe, KS 666 ph: (93) MOVE COLLECTOR PIPE TO BE +/- ' FROM TRACK A 6" DRAIN LINE CONNECTING SLOT DRAINS IS LOCATED +/- 5' FROM CURB AND SHALL REMAIN IN PLACE. ALTERNATE BID TO REMOVE PIPE AND CONNECT SLOT DRAINS (8 TOTAL) TO NEW PERIMETER DRAIN. TIE PERIMETER COLLECTOR INTO EXISTING INLET. CORE DRILL THROUGH INLET AND EXTEND PIPE 4" INTO BASIN. SEAL PIPE IN BASIN WITH HYDRAULIC CEMENT. FG= % SLOPE.63% SLOPE 4 FG= '-" 3.63% SLOPE.63% SLOPE 3' ROUNDED CROWN 2 FG=85.6 FL= TIE PERIMETER COLLECTOR INTO EXISTING INLET. CORE DRILL THROUGH INLET AND EXTEND PIPE 4" INTO BASIN. SEAL PIPE IN BASIN WITH HYDRAULIC CEMENT. GENERAL NOTES KEYED NOTES LEGEND. ALL UTILITIES SHOWN ON PLANS ARE BASED ON ABOVE GROUND OBSERVATION AND MAY NOT INCLUDE ALL LINES PRESENT. VSR DESIGN 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. EXISTING HIGH JUMP AREA TO REMAIN. APPLY NEW STRUCTURAL SPRAY WITH TRACK. 2 EXISTING TRACK TO REMAIN. APPLY NEW STRUCTURAL SPRAY AND STRIPING. 3 EXISTING LONG/TRIPLE JUMP TO REMAIN. APPLY NEW STRUCTURAL SPRAY WITH TRACK. AMENDMENT 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 DISCREPENSIES BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY OWNER AND/OR ENGINEER/ARCHITECT. 5. A CADD DISK (AUTOCAD R27) 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 LOCATION 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 2" AND RE-GRADED. 4 EXISTING POLE VAULT TO REMAIN. APPLY NEW STRUCTURAL SPRAY WITH TRACK. 5 PROVIDE AND INSTALL SHOT PUT CONCRETE PAD & LIMESTONE SCREENINGS AND INSTALL 6" X 2" CONCRETE CURB, AND 4" DEPTH LIMESTONE SCREENINGS. 6 PROVIDE AND INSTALL (2) - 4" AND (2)-2" SCH. 4 PVC SLEEVES FOR FUTURE CONTROL WIRE. EXTEND 2" BEYOND EDGE OF PAVEMENT & CAP. INSTALL REBAR FOR FUTURE LOCATIONS. 7 ALL DISTURBED AREAS WILL BE SEEDED WITH 2LBS OF FESCUE SEED PER, SF. 8 ALL SLOPES GREATER THAN 4: SHALL RECEIVE A 6-2 MONTH EROSION CONTROL BLANKET, OR HYDRO-MULCH. 9 EXISTING SLOT DRAIN CATCH BASIN 2' " = 2'-" SP 2' FOOTBALL + TRACK GRADING + DRAINAGE 2.

5 P.O. Box 768 Overland Park, KS 6627 ph: (93) W. 4th Terrace Lenexa, KS 6625 ph: (93) Valley Parkway, Suite 2 Olathe, KS 666 ph: (93) ASPHALT DETAILS 3 2 SP 4.

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

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