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MVHS A1.0#3 BARS AT 24" 0. C. E. W. 3' 1'-0 Q, D W2.1/W2.1 6x6 WWF, TYPICAL W2.1/W2.1 6x6 WWF, TYPICAL 3/ '' MINUS CRUSHED GRAVEL L�VELING COURSE, COMPACT AS REQUIRED COMPACTED NATIVE SOILS u� ADA NOTES: CONCRETE AT THRESHOLDS SHALL BE LEVEL 48"X48" AREA AT EXTERIOR DOORS SHALL NOT HAVE A SLOPE GREATER THAN 1:48 CONCRETE WALK SHALL HAVE MAX SLOPE OF 1:12 AND MAX CROSS SLOPE OF 1:48 2 EXTERIOR CONCRETE WALK SCALE: 3'' = 1'-0" CONTROL 0/4" JOINTS It ° p _ CONSTRUCTION JOINT DETAIL CONSTRUCTION JOINT OPTION: CONTRACTOR'S OPTION TO PROVIDE 24'' LONG #3 BARS (SMOOTH) AT 24'' OC WITH 12'' EMBED FOR VERICAL CONTROL 1" SAWCUT CONTROL JOINT DETAIL NOTE: CONSTRUCTION JOINTS AND CONTROL JOINTS BAY BE LOCATED INTERCHANGIBLY DEPENDING ON SIZE OF POUR, ALL COLD JOINTS SHALL BE CONSTRUCTION JOINTS 3CONCRETE JOINTS SCALE: 3'' = 1'-0'' 1019' TO PL 05 o o y' 0 '-'� '� \ . \ - \ - V PROPOSED BUILDING \ \ \ \ 00 \ \ \ 5040 SF \ \. \ \. \ \ \ A. 06 \ \. °o \ \ D ° \ \ D � i ° QF. Few. 07 JSITE PLAN SCALE: 1" = 10.00' U X\X V\ V \X CO \x CIL KEY NOT TO SCALE SITE PLAN GENERAL NOTES GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION CONTRACTOR TO SET BUILDING FINISH FLOOR ELEVATION APPROX.4" ABOVE HIGHEST POINT OF ADJACENT ASPHALT WALK GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, COUNTY, STATE AND UTILITY CONSTRUCTION PERMITS, AND SHALL CONTACT ALL GOVERNING AGAENCIES AT LEAST (2) DAYS PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL KEEP AND MAINTAIN A CURRENT SET OF DRAWINGS ON SITE. tHE CONTRACTOR SHALL KEEP AND MAINTAIN AN ACCURATE SET OF AS -BUILT DRAWINGS THROUGHOUT THE COURSE OF CONSTRUCRION. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND AMENITIES THROUGHOUT THE COURSE OF CONSTRUCTION. ALL DAMAGED ITEMS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. ALL CONTRACTOR STAGING AREAS SHALL BE APPROVED BY THE OWNER, OR OWNER'S REPRESENTATIVE, PRIOR TO THE BEGINNING OF CONSTRUCTION. CALL DIG LINE AT 1-800-342-1585 PRIOR TO CONSTRUCTION START. KEYED NOTES 01. EXISTING BASEBALL FIELD 02. EXISTING SOFTBALL FIELD 03. EXISTING PARKING AREA TO REMAIN 04. EXISTING ASPHALT WALK TO REMAIN 05. EXISTING CHAIN LINK FENCE AND/OR GATE TO REMAIN 06. NEW PROPOSED FIELD HOUSE STRUCTURE 07. NEW CONCRETE SIDEWALK, RE: A1.0-2 , SLOPE AWAY FROM STRUCTURE, PROVIDE FLUSH TRANSITION TO ADJACENT SURFACES. 08. NEW CONCRETE APRON, RE: A1.0-2 09. REMOVE PORTION OF CHAIN LINK FENCE WHERE NEW BUILDING IS TO BE PLACED, REPAIR/REPLACE AS NECESSARY 10. FIELD VERIFY LOCATION OF NEW 42" WIDE GATE IN EXISTING CHAIN LINK FENCE 11. ALIGN BUILDING CORNER WITH EXISTING FENCE LINE 12. OWNER'S CHOICE OF GRASS MOW STRIP OR GRAVEL SWALE TD ARCHITECTURE 3883 E. Barber Dr Boise, ID 83716 Ph. 208/602-3516 tomlinsondesigns@cableone.net LICENSED ARCHITECT AR -15296 DATE: 3/5/2017 JASON W. TOMLINSON STATE OF IDAHO Mountain View HS Indoor Hitting Facility 2000 S. Millennium Way Miririinn- Irinhn R 1 149 ARCHITECTURL SITE PLAN Sheet I itle Scale TD 1703 Project Number 3/5/2017 Date File Name Revisions