HomeMy WebLinkAbout2569-3N
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CONSTRUCTION NOTES'
O CONSTRUCT 6 1 /2"AC PAVEMENT (MIN.) OVER 12" OF 959
COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28)
2O CONSTRUCT VARIABLE THICKNESS AC PAVEMENT (1 1/2 -MIN) OVERLAY.
3O CONSTRUCT 8"CF CURB & GUTTER PER CITY STD. PLAN NO.1003
4 CONSTRUCT 8 -CF CURB ONLY PER CITY STD. PLAN NO.1003
5 CONSTRUCT P.C.C. CROS GUTTER PER CITY STP. DETAIL NO.105
W=10 MODIFIED WITH #4 BAR REINFORCING 18 O.C. BOTH
DIRECTIONS, IN CROSS GUTTER ONLY.
6 CONSTRUCT HANDICAP RAMP PER CITY STD-'_ PLAN NO. 1006
7 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO.1015 (W=6')
8 CONSTRUCT CATCH BASIN & LOCAL DEPRESSION PER CITY STD.
DETAIL NO.121 (W=PER PLAN, V=PER PLAN)
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,VVV LUMCIK 1.11T JIU FLAN
N011016 (BY EDISON)
8 INSTALL CONC. COLLAR PER APWA STD PLAN NO. 380-1
0 INSTALL 2'RIGID GALV. CONDUIT PER DWG. NO. 2864,2865 &2567
INSTALL #6 PULL BOX PER DWG. NO. 2864,2865 & 2867
TOLL FREE _"`�1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
' :. .,.I` "•I " `I� III ' I '
CONSTRUCTION -NOTES SEE TRAFFIC SIGNAL, PLAN
DWG N0. - 286) 4 BENCFI MARK # 361
INSTALL SIGNAL CONDUIT & PULL BOXES PER DWG. NO. 2864 & 2867 `C3' SPIKE IN NORTH FACE OF PP
#1536697E. 0 S.W. COR. OF
CONSTRUCT DECORATIVE ---PAVEMENT PER DETAIL SHEET 1 BASELINE AVE. & SULTANA AVE.
r - - - ELEVATION: 1365.01
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 CONDITIONS AND
i STANDARDS IN EFFECT.
0
BASIS OF BEARINGS
THE C.L. OF CHERRY AVE. BEING
N 00'08'09" E PER P.M. 1959 P.M.B.
28/18 WAS USED AS THE BASIS OF
BEARINGS FOR THIS PLAN_
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Prepared Under The Supervision Of :
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PREPARED IN THE OFFICE OF
LC2�1�LTOyy
MADOLE AND ASSOCIATES, INC.
_
OF THE INLAND EMPIRE
No. 14814$
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
Exp: 3-31-01 *
PHONE (909) 948-1311
9�F OF CpL'�P
Date • yv
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R.CE. 14814 EXP. 3-31-01
NE
V
26.38 B
25.71
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.71 F$'
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0
_
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R=151.00', A =09'50' 11 " L=25.92'
26.50 TC
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25.83 FSB
— —
W
R=35.00' &--90'00'00" L=54.98'
W
-----
N
V
K=101.UU , Ll =1 1 "5U 55 L=31.23"
Q
N 77*11'19" W 32.93'
_
Q
R=151.00', A =09'50' 11 " L=25.92'
Q
R=65.00', p =22'37'12" L=25.66'
Q
R=35.00' &--90'00'00" L=54.98'
Q
R=320.00' p=07'05'54" L=39.64'
Q
N 82'49'23"E 41.23'
Q
R=85.00' A=40'45'37" L=60.47'
0 10 20 30 40 60 80 120
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY:
TRACT NO. 15709 & P.M. NO. 15420
SCALE:
- RY JKD
BAS LI E AVENUE
AS NOTED
DESIGNED BY
MNS
FRO STA. + .3 TO STA. 96+00
DATE:
JAN. 2001 I
A.4:7(CED BY:
lAtp,.�
0 B
DRAWING NO.:
3
MNS
WINiGCATY ENGINEER R.C.E. 51152 DATE
2569
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02/12/01 04:06:09 PM. fs