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APPROVEDIMATE
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THE PRECISE GRADING
FOR THIS TRACT.
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PREPARED FOR:
THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE
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A RECORDEDBOOK 35, PAGE 9. BEING:' it
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BRASS CAP IN THE CONCRETE #+
SE OF THE SOUTH
t5 LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND,
0.2 MI WEST OF SAN
SEVAINE RD., 2.65 Ml WEST
FAX (951) 817-3650
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ELEVATION: 1428.609 .`9
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t
t r— CONSTRUCT C AC PAVEMENT (MIN) & e CLASS 2 BASE OVER 95X COMPACTED NAlIVE SOIL
(SEE GENERAL NOTE 31 & 32) PER SOILS REPORT
i
CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY
STDa PLAN w
(D—CONSTRUCT 4! PCC SIDEWALK PER CITY
PLAN
STD. • #
CONSTRUCT PCC DRIVE APPROACH PER CITY
PLAN
• a y
W=16' UNLESS NOTED OTHERWISE
INSTALL STOP SIGN PER CITY
PLAN
STD. a
4003
INSTALL STREET SIGN PER C17Y
PLAN
4003
• •
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
CONSTRUCT CURB ACCESS RAMP PER CITY
PLAN
1003
• a
CONSTRUCT 8' PCC CURB & GUTTER PER CITY
PLAN NO. 1000
STD.
ADJUST WATER VALVE BOX TO GRADE PER CITY
PLAN
6000
STD. w
CURVECONSTRUCT e AC PAVEMENT (MIN) & fr CLASS 2 BASE OVER 95X COMPACTED NATIVE SOIL
(SEE GENERAL N07E 31 & 32) PER SOILS REPORT
INSTALL STOP BAR AND LEGEND STRIPING
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