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16+24.60 1
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GRAPHIC SCALE
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4 SCALE: 1" 40
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DIAL
1500 . AVENUE,
!tIVERSIDE,. 92507 YOUDIG
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(951) 787-8421 WWW.PSOMAS.COM I ATPOLL SERVICE BY UNDERGROUND -00-227E AL600
REV. I REVISION DESCRIP77ON
O CONSTRUCT 4.5' MIN. A.C. OVER 12' MIN. OF R5Z COMPACTED
NATIVE 50BGRADE PER CITY OF FONTANA 5TD. DWG. NO. 400.
CONSTRUCT REVERSE UNDER SIDEWALK DRAIN, 51ZE 3 RECTANGULAR PIPE,
10 SLOPED 5=0.04 AWAY FROM GUTTER FLOW LINE PER CITY OF FONTANA 5TD.
DWG. NO. 3001.
CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA 5TD. DWG. NO. 3003,
11 WD=2', K=5'.
DA 7E ENGR. Cl 7-Y I DA TE PREPARED UNDER THE SUPERVISION OF :
SHOULD CONSTRUCTION OF THE REQUIRED ROFEss/D
IMPROVEMENTS NOT COMMENCE WITHIN �o o • wo
TWO YEARS OF THE DA TE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A Q� No. 83557 w m
DILIGENT MANNER, THE CITY ENGINEER - 03/31/2017rn
MA Y REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH qTF of cA��Fo��\!
STANDARDS IN EFFECT. ANDREW C wooDARD R C.E 83557
CURVE TABLE
OLEANDER
AVENUE
CONSTRUCTION NOTES
DELTA
TAN
O
CONSTRUCT 4" 1'11N. A.C. OVER 12' MIN. OF 95Z COMPACTED
650.00'
271'14'
13.35'
NATIVE 5UBGRADE PER CITY OF FONTANA 5TD. DWG. NO. 400.
Z
650.00'
02
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA 5TD. DWG. NO. 1000.
C3
2' COLD PLANE
03
CONSTRUCT 6' CURB AND GUTTER PER CITY OF FONTANA 5TD. DWG. NO. 1000.
3
-Z Lu
31.78'
112.00'
16'15'37'
16.00'
®
SAWCUT AND COLD PLANE TO EXISTING A.B. PAVING PER DETAIL ON SHEET 2.
1 38.00'
21231'13'
Q
CONSTRUCT CRO55 GUTTER PER CITY OF FONTANA 5TD. DWG. NO. 403. (W=8')
PROP05ED"'
A C.
r `
J EXI5TING'A'C'�!?
6
CONSTRUCT 4' THICK PCC CONCRETE 51DEWALK PER CITY OF FONTANA 5TD.
PROP05ED
BASE
EXISTING BASE
DWG. NO. 1006.
7
CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA 5TD.
DWG. NO. 1002.
COLD PLANE DETAIL
®
P PER CITY OF FONTANA STD. DWG. NO. 1003.
CONSTRUCT CURB ACCE55 RAMIT
NOT TO SCALE n
O CONSTRUCT 4.5' MIN. A.C. OVER 12' MIN. OF R5Z COMPACTED
NATIVE 50BGRADE PER CITY OF FONTANA 5TD. DWG. NO. 400.
CONSTRUCT REVERSE UNDER SIDEWALK DRAIN, 51ZE 3 RECTANGULAR PIPE,
10 SLOPED 5=0.04 AWAY FROM GUTTER FLOW LINE PER CITY OF FONTANA 5TD.
DWG. NO. 3001.
CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA 5TD. DWG. NO. 3003,
11 WD=2', K=5'.
DA 7E ENGR. Cl 7-Y I DA TE PREPARED UNDER THE SUPERVISION OF :
SHOULD CONSTRUCTION OF THE REQUIRED ROFEss/D
IMPROVEMENTS NOT COMMENCE WITHIN �o o • wo
TWO YEARS OF THE DA TE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A Q� No. 83557 w m
DILIGENT MANNER, THE CITY ENGINEER - 03/31/2017rn
MA Y REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH qTF of cA��Fo��\!
STANDARDS IN EFFECT. ANDREW C wooDARD R C.E 83557
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TAN
CI
26.70'
650.00'
271'14'
13.35'
C2
26.70'
650.00'
27114'
13.35'
C3
47.12'
30.00'
90'00'00'
30.010'
C4
31.78'
112.00'
16'15'37'
16.00'
C5
140.95'
1 38.00'
21231'13'
130.29'
40 20 0 40 80
GRAPHIC SCALE
SCALE: 1 = 40
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY SCALE•
JC/BS TRACT NO." 2.0060 AS SHOWN
DESIGNED BY.• PLAN ND PROFILE DArE8124115
CHECKED BY APS s� �� �� DRAWING N0.•
JB/AW T ENGINEER R. .. 51152 DA 7F• 5369
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