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* EXP, 03-31-04 * UNDER THE SUPERVISION OF:
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FROM 293' WEST OP OLEANDER AVE. TO
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DESIGNED BY:
DATE:
M
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09-25-03
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CHECKED BY:
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DRAWING NO.:
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KENNETH J. RUKAVINA R.C.E. 42866 DATE
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7'
34gq
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SCALE: 1'=40'
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
59
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60 CONSTRUCTION NOTES:
I PROTECT IN PLACE. V)
2 REMOVE EX I ST I NG P. C. C. , A. C. , PAVEMENT, OR SO I L.
■ CONSTRUCT 6 %21NCH THICK ASPHALT CONCRETE OVER 4 INCH THICK L1J
AGGREGATE BASE MATERIAL.
63A COLD MILL 0. 1 ' OF EXISTING A. C. PAVEMENT AND OVERLAY 0. 1' OF A. C. PAVEMENT. Z
W
c" ■ CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA
O STD. PLAN NO. 1003.
' 4A CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003. Q
Q
0
66A CONSTRUCT LOCAL DEPRESSION -(H=4") AT CATCH BASIN PER 0
cv APWA STD PLAIN-ITG-.-- .
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a 10 ADJUST MANHOLE FRAME AND COVER TO GRADE BY OTHERS. Q
II ADJUST WATER VALVE FRAME AND COVER TO GRADE. _1
13 REMOVE EXISTING TREE. _
15 RELOCATE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS.
CONSTRUCT MEDIAN TREATMENT PER CITY OF FONTANA STD. PLAN 145.
A�A � -�- 17 INSTALL ONE 4 INCH AND ONE 6 INCH SCHEDULE 80 PVC PIPE PER SECTION SHEET 6. _
i9 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. PLAN
NO. 1006.
MEDIAN TAPER PER APWA STD. PLAN NO. 140-2. O
W AND L PER PLAN.
■■� '�', 1— W C%)
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-2---------W W
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- !I- Ln CROSS-REFERENCE NOTES:
U
I. CONTRACTOR SHALL MAINTAIN GRADES AT CENTER LINE EVEN THOUGH REMOVALS EXTEND BEYOND CENTER LINE.
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< 2. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS
�_---- z :2 APWA STANDARD PLANS SEE DWG NO. 3444 SHEETS I-II.
3. SEWER IMPROVEMENT PLANS DWG. NO. 3445
4. STORM DRAIN IMPROVEMENT PLANS DWG. NO. 3446
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* EXP, 03-31-04 * UNDER THE SUPERVISION OF:
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FROM 293' WEST OP OLEANDER AVE. TO
o
DESIGNED BY:
DATE:
ill C1VIV ���'
qF
SB
807' EAS OF LEANDER AVE.
09-25-03
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CHECKED BY:
AP ROV 4, BY:
59
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W
60 CONSTRUCTION NOTES:
I PROTECT IN PLACE. V)
2 REMOVE EX I ST I NG P. C. C. , A. C. , PAVEMENT, OR SO I L.
■ CONSTRUCT 6 %21NCH THICK ASPHALT CONCRETE OVER 4 INCH THICK L1J
AGGREGATE BASE MATERIAL.
63A COLD MILL 0. 1 ' OF EXISTING A. C. PAVEMENT AND OVERLAY 0. 1' OF A. C. PAVEMENT. Z
W
c" ■ CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA
O STD. PLAN NO. 1003.
' 4A CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003. Q
Q
0
66A CONSTRUCT LOCAL DEPRESSION -(H=4") AT CATCH BASIN PER 0
cv APWA STD PLAIN-ITG-.-- .
z
a 10 ADJUST MANHOLE FRAME AND COVER TO GRADE BY OTHERS. Q
II ADJUST WATER VALVE FRAME AND COVER TO GRADE. _1
13 REMOVE EXISTING TREE. _
15 RELOCATE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS.
CONSTRUCT MEDIAN TREATMENT PER CITY OF FONTANA STD. PLAN 145.
A�A � -�- 17 INSTALL ONE 4 INCH AND ONE 6 INCH SCHEDULE 80 PVC PIPE PER SECTION SHEET 6. _
i9 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. PLAN
NO. 1006.
MEDIAN TAPER PER APWA STD. PLAN NO. 140-2. O
W AND L PER PLAN.
■■� '�', 1— W C%)
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_ NOT A PART
-2---------W W
'..'UT LINE ZW
- !I- Ln CROSS-REFERENCE NOTES:
U
I. CONTRACTOR SHALL MAINTAIN GRADES AT CENTER LINE EVEN THOUGH REMOVALS EXTEND BEYOND CENTER LINE.
r
< 2. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS
�_---- z :2 APWA STANDARD PLANS SEE DWG NO. 3444 SHEETS I-II.
3. SEWER IMPROVEMENT PLANS DWG. NO. 3445
4. STORM DRAIN IMPROVEMENT PLANS DWG. NO. 3446
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STREET IMPROVEMENTS
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1 3191 Crossroads Parkway North, Suite 405
DRAWN BY:
S 0 U T H HIGHLAND AVENUE
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m Industry, CA 91746-3497
ro
,,, No. C042866 ,� (562) 908 6200
DB _
-
I - 4 0
0
* EXP, 03-31-04 * UNDER THE SUPERVISION OF:
i
FROM 293' WEST OP OLEANDER AVE. TO
o
DESIGNED BY:
DATE:
ill C1VIV ���'
qF
SB
807' EAS OF LEANDER AVE.
09-25-03
o
CHECKED BY:
AP ROV 4, BY:
DRAWING NO.:
3
OF CA` x- iS-- C, 3
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KENNETH J. RUKAVINA R.C.E. 42866 DATE
V
7'
34gq
16
N
TY ENGINEER R.C.E 51152 DATE:
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