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Q�p�ESS ql
s ►y Info. Z9001--
Exp.3/
j IN�
lF OFCPQ
JOHN EGAN & ASSOCIATES, INC.
Consulting Engineers
366 ORANGE SHOW LANE
SAN BERNARDINO, CALIFORNIA 92408
( 714 l 889-0676 ( 714) 825-1550
RD'S/TO Al. r4 310 O RCF. 36820 l9A7�
CONSTRUCTION NOTES
(@X 1ICONSTRUCTION NOTE NOTI APPLICABLE FOR THIS SHEET.
CONSTRUCT 5 1/2R.C. OVERS 12" COMPACTED NATIVE SOIL.
2o---�CONSIRUCT 'S" A.C. OVER 12" COMPACTED NATIVE SOIL.
` 3o- CONSTRUCT CONCRETE CURB AND GUTTER (8* C.P.) PER CIN OF FONTANA STANDARD DETAIL N0. 101.
4� CONSTRUCT CONCRETE MEDIAN CURS (6" C.F.) PER CITY OF FONTANA STANDARD DETAIL N0. 101.
@�--ADJUST MANHOLE COVER TO FINAL GRADE PER CIN OF FONTANA STANDARD DETAIL N0. 709.
SO,ADJUST WATER VALVE COVER TO NEW GRADE.
\`10 CONSTRUCT A.C. OVERLAY 1" MIN. AND FEATHER AS REQUIRED.
11 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL N0. 104A.
12 ,CONSTRUCT PROPERTY LINE SIDEWALK PER CIN OF FONTANA STANDARD DETAIL N0. 100 AND 105A.
613)PROPOSED STREET LIGHT
Underground Service Alert
cm CaLL:TOLL FREE
1-800
fill r 422-1133
TWO WORKING DAYS BEFORE YOU DIG
BENCH MARK
LOCATION:
R.R SPIKE ON P.P NO. 6743-9OE AT THE INT. Of JURUPA
AVENUE AND MULBERRY AVENUE.
ELEVA11ON 918.40
11 • Zo •o'z
CITY OF, FONTANAV CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SCALE
JG HEMLOCK AVENUE'
DESIGNED BY DATE
DK STREE IMPROVEMENT_, PLANS
CHECKED BY SHEET N0.
DK APPROVED
I CITY ENGINEER .G,E.25131OF
ZJ
REVISIONS
��
PLANS PREPARED BY,
�.
J
JOHN EGM and ASSOCIAM 1W.
No.
BY DATE DESCRIPTION
° DATES
FELIPE R. CABRAL, R.C.E. No. 290
°
TITLE, CHIEF ENGINEER DATE 601 / S
4ELDI¢D S T S 7-0B
No.
DRAWN BY, DESIGNED BY3 CHECKED BY,
40474W- D/lit/51OEW,4ZG, COrt/ST NO TE.s
°
A40 CURVE' 0A7.4 7A2544f.7777,
SEAL
Q�p�ESS ql
s ►y Info. Z9001--
Exp.3/
j IN�
lF OFCPQ
JOHN EGAN & ASSOCIATES, INC.
Consulting Engineers
366 ORANGE SHOW LANE
SAN BERNARDINO, CALIFORNIA 92408
( 714 l 889-0676 ( 714) 825-1550
RD'S/TO Al. r4 310 O RCF. 36820 l9A7�
CONSTRUCTION NOTES
(@X 1ICONSTRUCTION NOTE NOTI APPLICABLE FOR THIS SHEET.
CONSTRUCT 5 1/2R.C. OVERS 12" COMPACTED NATIVE SOIL.
2o---�CONSIRUCT 'S" A.C. OVER 12" COMPACTED NATIVE SOIL.
` 3o- CONSTRUCT CONCRETE CURB AND GUTTER (8* C.P.) PER CIN OF FONTANA STANDARD DETAIL N0. 101.
4� CONSTRUCT CONCRETE MEDIAN CURS (6" C.F.) PER CITY OF FONTANA STANDARD DETAIL N0. 101.
@�--ADJUST MANHOLE COVER TO FINAL GRADE PER CIN OF FONTANA STANDARD DETAIL N0. 709.
SO,ADJUST WATER VALVE COVER TO NEW GRADE.
\`10 CONSTRUCT A.C. OVERLAY 1" MIN. AND FEATHER AS REQUIRED.
11 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD DETAIL N0. 104A.
12 ,CONSTRUCT PROPERTY LINE SIDEWALK PER CIN OF FONTANA STANDARD DETAIL N0. 100 AND 105A.
613)PROPOSED STREET LIGHT
Underground Service Alert
cm CaLL:TOLL FREE
1-800
fill r 422-1133
TWO WORKING DAYS BEFORE YOU DIG
BENCH MARK
LOCATION:
R.R SPIKE ON P.P NO. 6743-9OE AT THE INT. Of JURUPA
AVENUE AND MULBERRY AVENUE.
ELEVA11ON 918.40
11 • Zo •o'z
CITY OF, FONTANAV CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SCALE
JG HEMLOCK AVENUE'
DESIGNED BY DATE
DK STREE IMPROVEMENT_, PLANS
CHECKED BY SHEET N0.
DK APPROVED
I CITY ENGINEER .G,E.25131OF
ZJ