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
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PROPOSED BUILDING \ \ \ \ 00 \ \
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JSITE PLAN
SCALE: 1" = 10.00'
U
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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