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SOILS ENGINEER EX.
GEO-ETKA, INC.
739 N. MAIN STREET
ORANGE, CA 92868
(714) 771 -6911
(714) 771-1278
LEBANOFF DEVELOPMENT GROUP
L EL LINE
2595 WEST POST ROAD, SUITE A EX. AC PAVEMENT c3
2MIN. TO BE REMOVED
2%
LAS VEGAS, NEVADA 87119
2% 2%
(702) 336-0636
(702) 914-0312
DDr)D rr)KIrl
FONTANA CROSSINGS L.L.0
45325 SAGE LANE, NO. 6
PALM DESERT, CA. 92260
(714) 742-5535
�Ul. UUNU.
SIDEWALK
SIDEWALK PROP. CONC. CURB
FUT. CONC.CURB
EX. GROUND & GUTTER 68R/\/V & GUTTER
JUNIPER AVENUE
FUT. PAVEMENT
NOT TO SCALE
INTERIM SHOULDER V�A,,
T1=6.5 77'�
SWALE SEE PLAN
STA 29+80.81 TO STA 36+02.54
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: BRIAN WREN
ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E.CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5467
THE GAS COMPANY
COMCAST (CABLE TV)
ATTN. GREG GASPAR
ATTN: JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA. 92335
ONTARIO, CA, 91761
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
(909)
428-8411
(909) 390-4736
B.V.C.
(800)
427-2000
BACK SIDEWALK
C.B.
CATCH BASIN
C.L.
CENTERLINE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SO. CALIFORNIA EDISON COMPANY
GENERAL TELEPHONE COMPANY
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
7951
REDWOOD AVENUE
ATTN: STEVE HOCK
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
E.G.
EDGE GRADE
E.V.C.
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
FONTANA,
CA, 92335
1400 E. PHILLIPS BLVD.
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
(909)
820-5598 UNDERGROUND
ONTARIO, CA. 91766 (909)
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
(909)
875-5100 - TRANSMISSIONS
800) 422-4133
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
(213)
637-1233 PIPELINES
P.C.C.
SHOWN ON THESE DRAWINGS.
(909)
357-6233 DISTRIBUTION
FONTANA WATER COMPANY
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
(800)
422-4133
ATTN: MICHAEL J. McGRAW
BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
SW
SIDEWALK
8440 NUEVO AVENUE
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
CRAWFORD
CANYON MUTUAL WATER CO.
FONTANA, CA 92335
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
ATTN:
BILL VANDERKIEFT, JR.
(909) 822-2201
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
(619)
868-6040
FAX: (909) 823-5045
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
UNDERGROUND SERVICE ALERT
ENGINEER.
(800)
227--2600
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
DATE ENGR. CITY DATE un%JKQ %/I
THE BASIS OF BEARINGS FOR THIS
PROJECT IS THE CENTERLINE OF
SLOVER AVENUE BEING N89'53'28"E
PER M.B. 1481109-110, RECORDS OF
SAN BERNARDINO COUNT)�
ENCH MARK: It 20377
AT THE INTERSECTION OF SLOVER
AVENUE & SIERRA AVENUE BEING A
7- 477 FOUND I" LP. STAMPED L.S. 5749.
ELEVA-nON: 1089.40
A.C.
ASPHALTIC CONCRETE
B.C.
BEGIN CURVE
B.C.R.
BEGIN CURB RETURN
B.V.C.
BEG. VERTICAL CURVE
B.W.
BACK SIDEWALK
C.B.
CATCH BASIN
C.L.
CENTERLINE
DWY
DRIVEWAY
E.C.
END CURVE
E.C.R.
END CURB RETURN
E.P.
EDGE PAVEMENT
E.G.
EDGE GRADE
E.V.C.
END VERTICAL CURVE
F.L.
FLOW LINE
F.S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
L.E.
LANDSCAPE EASEMENT
O.C.
ON CENTER
P.C.C.
PORTLAND CEMENT CONCRETE
PP
POWER POLE
(R)
RIDGE LINE
R/W
RIGHT OF WAY
SD
STORM DRAIN
SW
SIDEWALK
TAN.
TANGENT
T.C.
TOP OF CURB
VICINITY MAP
NOT TO SCALE
Nl=
R/W CL
104
52
40'
1 12' 1 33' 1 7 7' 1
0.5 5.5'
27.
EX. CONC.
SIDEWALK
EX. 8" CONC.CURB 8" CURB
& GUTTER
EX. FS
EX. MEDIAN `
SLOVER AVENUE
NOT TO SCALE
T1=10
m
m
2%
m
m
5.5' 6' 05
6 ------ a- .-.*-
2%
PROP. CONC.
SIDEWALK
EX. CONC. CURB
& GUTTER
- EX. PAVEMENT
640 LF
1 EA
7,45 6 S F
30,895 SF
4 EA
2 EA
760 SF
1 EA
1 EA
DEVELOPMENT & ENGINEERING, INC.
PLANNING AND CIVIL ENGINEERING
3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 9176�,
(909) 476-9555 PHONE (909) 476-9001 FAX
MANUEL DE JESUS GON
0
INSTALL STREET LIGHT 9,500 LUMEN PER STREET LIGHT PLAN, DWG. NO. 3960LT 2 EA
INSTALL 22,000 LUMEN HPSV STREET LIGHT (200 WATT; #20) 30 FT. LUMINAIRE 5 EA
C\l
HEIGHT PER STREET LIGHT PLAN, DWG. NO. 39601-T
L0
(o
Q J3
EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS
(.0
INSTALL Rl STOP SIGN W/LIMIT & "STOP" LEGEND 1 EA
d
C�
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N
PER CITY STD. PLAN NO. 139
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DEVELOPMENT & ENGINEERING, INC.
PLANNING AND CIVIL ENGINEERING
3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 9176�,
(909) 476-9555 PHONE (909) 476-9001 FAX
MANUEL DE JESUS GON
0