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DEMOLITION NOTES
D
DEMOLISH
CONCRETE CURB &GUTTER; SAWCUT AT JOINTS TO EXISTING
Q
DEMOLISH
CONCRETE BUS BAY
/3\
SAWCUT AND DEMOLISH ASPHALT PAVEMENT
A4
DEMOLISH
CONCRETE CROSS GUTTER
Q
DEMOLISH
CONCRETE MEDIAN ISLAND
D
DEMOLISH
CONCRETE SIDEWALK/RAMP; SAWCUT AT JOINTS TO EXISTING
D
DEMOLISH
CATCH BASIN
O
80
PROTECT
UTILITY STRUCTURE/LINE
RELOCATE
STREET LIGHT PER SCE PLANS
9Q
RELOCATE
FIRE HYDRANT PER FONTANA WATER CO. PLANS
WROUGHT IRON FENCE
RELOCATE
TRAFFIC SIGNAL/ELECTRICAL PULL BOX
Q
RELOCATE
UTILITY STRUCTURE
Q
RELOCATE
WATER METER PER FONTANA WATER CO. PLANS
Q
RELOCATE
BACKFLOW PREVENTER PER FONTANA WATER CO. PLANS
LONGITUDINAL GUTTER
RELOCATE
TRAFFIC EQUIPMENT/TRAFFIC LIGHT PER
GATE
TRAFFIC PLANS
Q
REMOVE ACCESS RAMP
ADJUST MANHOLE/VALVE TO GRADE
1D
RELOCATE
IRRIGATION EQUIPMENT/SPPRINKLER HEADS PER
LANDSCAPING
PLANS
1� RELOCATE SIGN
A REMOVE TREE/TREEWELL
REMOVE LONGITUDINAL GUTTER
Q DEMOLISH CONCRETE DRIVEWAY
Q ABANDON STORM DRAIN
D RELOCATE SAND FILTER PER SEPARATE PLANS
DEMOLISH BRICK/BLOCK WALL
O DEMOLISH EXISTING GATE
INSTALL BRICK & MORTAR PLUG IN EX. STORM DRAIN
'BASIS OF BEARING
THE BEARINGS HEREON ARE BASED
ON THE CENTERLINE OF VALLEY
BOULEVARD BEING N 89-28-58.00
E, AS SHOWN ON PARCEL MAP
12433, P.M.B. 165135-36 0. R.
BENCHMARK
ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE
VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE
FOLLOWING CITY OF FONTANA BENCH MARKS:
NAME NGVD 29 ELEV. (FT.)
586 114 0.951
438 114 0.418
PROTECTION NOTES
01
PROTECT
CONCRETE CURB & GUTTER
OO
PROTECT
ASPHALT PAVEMENT
Q
PROTECT
CONCRETE SIDEWALK
Q
PROTECT
MANHOLE/VAULT
Q5
PROTECT
WATER VALVE
60
PROTECT
ACCESS RAMP
70
PROTECT
TRAFFIC EQUIPMENT
80
PROTECT
UTILITY STRUCTURE/LINE
09
PROTECT
BRICK/BLOCK WALL
10
PROTECT
WROUGHT IRON FENCE
11
PROTECT
FIRE HYDRANT
12
PROTECT
DRIVEWAY
13
PROTECT
TREE/LANDSCAPING
14
PROTECT
LONGITUDINAL GUTTER
15
PROTECT
GATE
16
PROTECT
STREET LIGHT
DI'�� SLE i T
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGRMJND SERVICE ALERT
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
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LEGEND
— — RIGHT–OF–WAY/PROPERTY LINE 0 POLE OR POST
LIMITS OF DEMOLITION c) SIGN
RETAINING WALL/PERIMETER/ENCLOSURE WALL @ BLOW–OFF VALVE
® AERIAL TARGET
STREET LIGHT
® DRAIN INLET TRAFFIC SIGNAL LIGHT
CO ELECTRIC BOX ❑ UTILITY BOX
FIRE HYDRANT 0 VALVE
PP POWER POLE ® WATER METER
F GUY WIRE ® TELEPHONE EQUIPMENT
0
� LIGHT B PULLBOX N
o MANHOLE
p
METER
W
TREE
® AIR VENT N
�� WATER MAIN
g RISER
® ® IRRIGATION EQUIPMENT SS SEWER MAIN
SD STORM DRAIN E ELECTRICAL LINE
® STORM DRAIN STRUCTURE G GAS LINE
>< BACKFLOW PREVENTER T TELECOM LINE
20 0 20
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.
ENGI
m ■ ■ ■
CONSULTING
PLANNING ■ DESIGN ■ CONSTRUCTION
14725 ALTON PARKWAY
IRVINE, CALIFORNIA 92618-2027
949.472.3505 ■ FAX 949.472.8373 ■ www.RBF.corn
Prepared Under The Supervision Of
o Q�pF ESS/O,y'l
DRAWN BY:
Na 70995 � JM
Exp 06-30-11 * DESIGNED BY:
oXP
SOF CA1.�E Date (b 1 CHECKED BY:
DEMW KOPO I R.C.E. 70995 ?L-1 DK
SCALE: 1"=20'
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40 60
Kaiser Permanente
National Facilities Services
W%R MA Post Office Box 12916
MMEME• Oakland, California 94604
CITY OF FONTANA, CALIFORNIA
DEMOLITION PIAN
MARYGOLD AVENUE SCALE:
AS SHOWN
DATE:
-o007 X� 10/12/09
DRAWING NO.: 5
DATE:14811
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