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S.B. COUNTY FLOOD
CONTROL DISTRICT
I SCRRA R/W fl
IMPORTANT:
1. Contractor shall notify SCRRA Right of Way Engineer at (213) 452-0256, a
minimum of five (5) working days prior to beginning work on the SCRRA
Property, to arrange for flag person and/or inspector.
2.Contractor shall follow SCRRA rules and regulations, addressed in "Rules and
Requirements for Construction on Railway Property" (SCRRA Form No. 37) and
"General Safety Regulations for Construction/Maintenance Activity on Railway
Property".
3.Contractor must keep a copy of SCRRA Right—of—Entry Agreement at the job
site at all times during the encroachment on the Property.
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' T
T.
r
50' 1 50'
S.B. COUNTY FLOOD
CONTROL DISTRICT
I SCRRA R/W fl
IMPORTANT:
1. Contractor shall notify SCRRA Right of Way Engineer at (213) 452-0256, a
minimum of five (5) working days prior to beginning work on the SCRRA
Property, to arrange for flag person and/or inspector.
2.Contractor shall follow SCRRA rules and regulations, addressed in "Rules and
Requirements for Construction on Railway Property" (SCRRA Form No. 37) and
"General Safety Regulations for Construction/Maintenance Activity on Railway
Property".
3.Contractor must keep a copy of SCRRA Right—of—Entry Agreement at the job
site at all times during the encroachment on the Property.
ST 20+88.63
O� -- - - I N ,
Wr,
\ G
WV 19 �D
CD
Q
U� II f
o
HITTRAM CT.
4.
LLTVV
j
CITRUS CON
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I] ELEC
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TOP OF CURB
03�-
5
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® WV =
WATER VALVE
4
FLOW LINE
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TRAFFIC SIGNAL
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® PED
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❑
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BOX
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FG =
FINISH GRAGE
❑
8" S _ O
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❑
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CONSTRUCTION NOTES
0
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F.H. =
FIRE HYDRANT
I] ELEC
VAULT = ELECTRIC
VAULT TC =
TOP OF CURB
03�-
ADJUST MANHOLE FRAME & COVER TO GRADE
STLT =
STREET LIGHT
® WV =
WATER VALVE
FL =
FLOW LINE
TRFSIG =
TRAFFIC SIGNAL
0 SMH
= SEWER MANHOLE
TB =
TOP OF BERM
—7_
OF CURB
= SIGN
FS =
FINISH SURFACE
CITRUS AVENUE MEDIAN IMPROVEMENTS
LAN PROFILE SHEET
STA. 20+00.00 $TA. 25+50.00
SCALE:1 "-20'
O SDMH
= STORM DRAIN MANHOLE
❑
PB
= PULL
BOX
FG =
FINISH GRAGE
❑
WM
= WATER METER
O TELMH
= TELEPHONE MANHOLE
BW
= BACK OF WALK
❑
TELPED = TELEPHONE PEDESTAL
• PP
= POWER POLE
REVISION DESCRIPTION
DATE
REMOVE EXIST AC PAVEMENT
❑
MB
= MAIL
BOX
S/W =
SIDEWALK
PROP AC PAVEMENT
a- a_
� 1
ORANGE CT.
CONSTRUCTION NOTES
0
CONSTRUCT 8" CONCRETE CURB PER CITY OF
FONTANA
STD. NO. 1000,
Q
CONSTRUCT 6 1/2" MIN. AC PAVEMENT OVER
12" MIN.
OF 95% COMPACTED NATIVE SUBGRADE.
4�
ADJUST MANHOLE FRAME & COVER TO GRADE
PER CITY STD. NO. 2000.
O
INSTALL REMOVABLE CURB FACE PLATE & COVER PER
DETAIL 1 AS SHOWN ON SHEET 2.
sO
SAWCUT & REMOVE EXISTING AC PAVEMENT.
STREET IMPROVEMENT PLAN
Q
EXCAVATE TO A DEPTH OF 18" BELOW MEDIAN
TOP OF
CURB AND BACKFILL WITH 90% MIN.
COMPACTED SUBGRADE TO 2"-3" BELOW TOP
OF CURB
(PLAN VIEW AS SHOWN ON SHEET 9 AND 10)
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• 10 • 20 40 .•
0
RD
,C7, I
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
f CDR 0 1')R ��ti� AS - a(/i� P
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Z
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.
�oQROFESS/OMNI
��``�` �oPEios Fy�'�
No. 40964
� pip, 3/31/09
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,rj� CIVIL ��.
jEOF U0
Prepared Under The Supervision Of
� '''G''� /�/2����
CITY OF FO NTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN:
VL
CITRUS AVENUE MEDIAN IMPROVEMENTS
LAN PROFILE SHEET
STA. 20+00.00 $TA. 25+50.00
SCALE:1 "-20'
DESIGNED BY:
VL
DAT:
REV.
CHECKED Y:
MP
APP vED B :
DATE:Il'(�•
DRAWING
4160
5
REVISION DESCRIPTION
DATE
ENGR.
CITY
DAT
FELIPE U. MOLINOS RCE 40964 DATE
CITY ENGI R.C.E. 51152