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TRACT 10876
APN 193-062-01 THRU 50
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CONSTRUCTION NOTES
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1O- REMOVE EXISTING AC PAVEMENT, EXCESS BASE MATERIAL AND DISPOSE
SCARIFY AND COMPACT 12 INCHES OF EXISTING NATIVE SUBGRADE TO 95 % RELATIVE DENSITY.
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3 CONSTRUCT 4 INCH MINIMUM AC PAVEMENT OVER 12 INCHES COMPACTED NATIVE
MATERIAL.
I 4�- INSTALL STRIPING AS SHOWN ON PLANS.
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5� --- SAWCUT AND REMOVE EXISTING CROSS GUTTER AND CONSTRUCT CROSS GUTTER PER
DETAIL ON SHEET 4 OF 6.
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�J SAWCUT FOR ASPHALT REMOVAL.
7�- GRIND 0.10' AND OVERLAY TO MATCH EXISTING GRADES.
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I SAW CUT CONCRETE AS DIRECTED BY FIELD INSPECTOR TO REMOVE SPANDRELS.
ADJUST MANHOLE TO FINISHED GRADE.
10 PROVIDE TRAFFIC CONTROL AND INSTALL PER PLAN (SHEET 6 OF 6).
11 ADJUST WATER VALVE TO FINISHED GRADE. (CONTRACTOR TO
COORDINATE WITH FONTANA WATER CO.)
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DIAL TWO WORKING
BEFGRE DAYS BEFORE
Y11U DIG YOU DIG
TOLL FREE 1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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9197 9175 9151
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WORK OVER AND AROUND TRANSITE WATER MAINS REQUIRES EXTREME
CAUTION. SEE SECTION 5 "UTILITIES" IN THE SPECIAL PROVISIONS.
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Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
4,
COMMUNITY DEVELOPMENT DEPARTMENT
" MoENGINES RING DIVISION
BENCH MARK: BM # 2c 8 ,� Zoe m DRAWN BY: SCALE:
No. C 40964 X E.F.S. DATE STREET PAVEMENT RECONSTRUCTION AS SHOWN
EL. = 1222.42 Exp. 3-31-99 Q DESIGNED BY: PLAN AND PROFILE -STA 10+00 TO STA 21 +00 DATE:
LOCATION: PK NAIL E•F,S, 12/7/98
NORTH END OF NECR ATF F off'= �'J�
MERRILL & OLEANDER AVE. � RECORD DRAWING 6-1-94 �; �. � 6.199 °� c��, �,:� Date l2�rs/g� CHECKED BY: APPROVED BY: DRAWING NO.: r�
G�� / - 4�- 93 2
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE FELIPE U. MOLINOS, R.C.E. 40964 -� CITY ENGINEER R.C.E. 25126 DATE; -27,03.116