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10 11
SEE SHEET 2
WASHINGTON DRIVE
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12' 22' EAST. R/W
iSTA 22+4853 ECR
6
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A STA 10+71.50 BCR
89
28
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STREET CL INTERSECTION
23+20 03 WASH AKAVEDR=
10+00 0o DVE, OAK A
7
PAVING LEGEND
CONCRETE SIDEWALK
O AC PAVEMENT
AC PAVEMENT REMOVAL
`� 20 AC OVERLAY
BENCH MARK:
CITY OF FONTANA BENCHMARK N0. 529 DRC7j
NGVD29, ELEVATION=1123.13'
CHIZ "SQUARE° ON SW CORNER OF CATCH BASIN AT
NORTHEAST CORNER OF SAN BERNARDINO AND
POPLAR.
BASIS OF BEARING: DIAL
BEFORE
BEARINGS SHOWN HEREON ARE BASED ON THE YOU DIG
CENTERLINE OF VALLEY BOULEVARD -IMPROVEMENT TOLL FliEe
BEING NORTH 891 EAST ON RECORD OF A PUBLIC SERVICE BY
SURVEY 04-329, R.S.B. 123/81.
13
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PROPOSED WLY_
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-_£ AT CENTERLINE
bk 1.
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15
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14 •N00 09, 38'EY5• 96 .� A i
_ o _ YO .
EXIST. R/WJ
N LIVE OAK AVENUE
m j N
v
I
NO. I REVISION DESCRIPTION I DATE I ENGR. I CITY 1 DATE
16 17
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.
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85 C D -
78 - " -
n +: .54% 598%
96 96 17 —J-96 18
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0 90 b W 1i0
SCALE 1' = 40'
CONSTRUCTION NOTES
O CONSTRUCT B" CONCRETE CURB AND 18" GUTTER PER CITY OF FONTANA STD. NO. 1000
5 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006
O CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003
O 9 CONSTRUCT 5.5" MIN. AC PAVEMENT OVER 12" MIN 95% COMPACTED
NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400
15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002
ED COLD PLANE EXISTING AC MINIMUM 0.15' DEPTH & AC OVERLAY TO MATCH EXISTING
(LIMITS AS INDICATED ON PLAN OR AS DIRECTED BY THE CITY ENGINEER)
YB ADJUST GATE VALVE COVER TO GRADE PER CITY OF FONTANA STD. NO. 6000
O ADJUST MANHOLE RIM TO GRADE PER CITY OF FONTANA STD. NO. 2000
BD SAWCUT AND REMOVE EXISTING AC PAVING
E3 REMOVE EXISTING AC BERM
]3 REMOVE EXISTING EXISTING FENCE
]e REMOVE EXIST. MAILBOX
60 RELOCATE EXISTING FIRE HYDRANT BY FONTANA WATER COMPANY
85 REMOVE EXISTING WATER METER AND BOX AND CAP SERVICE BY FONTANA WATER COMPANY
O RELOCATE EXISTING SIGN PER SIGNING AND STRIPING PLAN
9Y EXISTING OVERHEAD POWER UNES TO BE UNDERGROUNDED AND POLES REMOVED BY SCE
96 REMOVE EXISTING DRIVEWAY
tOi INSTALL STREET UGHT PER STREET LIGHT PLAN
CURVE DATA
0
I R
L
T
A
89'36113'
50.00'
49.65'
8
58'40'04"
25.00'
14.05'
C
47-09'23"
50.00,
V85'
21.82'
D
52'31'28"
50.00'
24.67'
EUIQ�� MUHUITT ZOL(ARS
q �
°° me Huitt-Zollars, Inc. Ontario DRAWN BY:
No. 67512 3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-A99 HZ STAFF
ExVwuUm
6-30-21 p DESIGNED BY:
CIVIV P ABED UNDER THE Wwm N aJOHNNY MURAD OLW
OF CAUTF� D I/ CHECKED BY:
u 67512 6-30-21 15-I6-14 J.M.
ME EIFP6 um
* NOTE:
HORIZONTAL AND 4II2TCAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
CITY OF FONTANA, CALIFORNIA
87RIECE4 UNPROVIENIENN4 PLAN
PARCEL MAP NO. 19964 SCALE:
LIVE OAK AVENUE A SHOWN
DATE:
FROM ST 0+71.50 TO STA 17+83.60 6/2019
v_ DWG. NO.:Fj
„ N... 5834