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42.1
PROP.25'X 10'
CONC.'PATIO
SLAB TOBE
MIN 4"THICK,
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/ FIBER „ kl, ,
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X12
= NOTES:
1. 6"THICK SUBGRADE (LBR 40)
DENSITY REQUIREMENTS: 98% OF
EXIST. ONE STORY CBS w AAS HTO T-180.
RESIDENCE 2. THE ASPHALT AT EDGE OF
9,508 SF PAVEMENT SHALL BE
�..' MECHANICALLY SAW CUT.
3. THERE SHALL BE NO JOINTS LESS
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+16 / THAN 6'APART.
EXIST.
PATIO
RIGHT- 1 EXIST.
OF-WAY , X 4 EXPANSION
25.0 - JOINT AT ROW 5' CONC.
SIDEWALK
53'
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EXIST. 10' DRIVEWAY LIMITS PROP. 5'X 18' SIDEWALK SHEET 1 of 1
PROP. 18' DRIVEWAY LIMITS ( SECTION REPLACEMENT. 2804 Juanita Avenue
TO BE 4"THICK MINIMUM, 3000 PSI MIN. MECHANICALLY SAW CUT
W/ FIBER ''t, CONCRETE IN Sheraton Plaza, Unit 3, Lot 139
A NEAT STRAIGHT LINE
U PLOT PLAN - DRIVEWAY & SLAB
-000 SCALE: 1" = 20'
JOB N0: 00
DRAWN BY: UGODINEZ DATE: 3/19/2017
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