HomeMy WebLinkAbout3962-1REVISED 5D FRO� STA. 86+03-50 TO Srk 87+32-63
C I TY 0 F F 0 N TA N
SOILS ENGINEER-
CEO—ETKA, INC.
739 N. MAIN STREET
ORANGE, CA 92868
(714) 771-6911
(714) 771-1278
LEBANOFF DEVELOPMENT GROUP
2595 WEST POST ROAD, SUITE A
LAS VEGAS, NEVADA 87119
(702) 336-0636
(702) 914-0312
FONTANA CROSSINGS L.L.0
',,5325 SAGE LANE, NO. 6
PALM DESERT, CA, 92260
(714) 742-5535
0255-031-15
0255-191-19
0255-191-2
0255-191-21
W&
THE BASIS OF BEARINGS FOR THIS
0255-191-18
TRACT 11665
0255-191-17
CITY OF FONTANA
PACIFIC BELL CO.
W&
THE BASIS OF BEARINGS FOR THIS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
BEG. VERTICAL CURVE
PROJECT IS THE CENTERLINE OF SLOVER
BACK SIDEWALK
ATTN: BRIAN WREN
ATTN: VIRGINIA BECKER
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
CENTERLINE
148/109-110, RECORDS OF SAN
END CURVE
E.P.
BERNARDINO COUNTY.
8353 SIERRA AVENUE
3939 E.CORONADO STREET
BENCH MARK.- # 20377
END VERTICAL CURVE
No. 651'95 ;v
FLOW LINE
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
fD
47
FONTANA, CA 92335
ANAHEIM, CA 92807
xpl
& SIERRA AVENUE BEING A FOUND 1 I.P.
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
(909) 350-6632
(714) 666-5467
INVERT
THE GAS COMPANY
COMCAST (CABLE TV)
STANDARDS IN EFFECT.
ATTN. GREG GASPAR
ATTN: JACK HAYES
ON CENTER
16231 VALLEY BLVD.
1205 DUPONT AVENUE
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
FONTANA, CA. 92335
ONTARIO, CA. 91761
REINFORCED CONCRETE PIPE
909� 428-8411
(909) 390-4-736
SD
800 427-2000
TAN.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
T.C.
TOP OF CURB
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
WATER SURFACE
CSPA
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
SO. CALIFORNIA EDISON COMPANY
GENERAL TELEPHONE COMPANY
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
7951 REDWOOD AVENUE
ATTN: STEVE HOCK
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
FONTANA, CA. 92335
14-00 E. PHILLIPS BLVD.
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
(909) 820-5598 UNDERGROUND
ONTARIO, CA. 91766 (909)
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
(909) 875--5100 - TRANSMISSIONS
800) 422-4133
SHOWN ON THESE DRAWINGS.
(213) 637-1233 PIPELINES
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
(909) 357-6233 DISTRIBUTION
FONTANA WATER COMPANY
BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
(800) 422-4133
ATTN: MICHAEL J. McGRAW
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
8440 NUEVO AVENUE
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
CRAWFORD CANYON MUTUAL WATER CO.
FONTANA, CA 92335
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
ATTN: BILL VANDERKIEFT, JR.
(909) 822-2201
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
(619) 868-6040
FAX: (909) 823-5045
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
UNDERGROUND SERVICE ALERT
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
(800) 227-2600
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
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DATE VAZNZ� Vr MAKINUZX
ASPHALTIC CONCRETE
W&
THE BASIS OF BEARINGS FOR THIS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
BEG. VERTICAL CURVE
PROJECT IS THE CENTERLINE OF SLOVER
BACK SIDEWALK
E SS
AVENUE BEING N89*5328"E PER M.B.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
CENTERLINE
148/109-110, RECORDS OF SAN
END CURVE
E.P.
BERNARDINO COUNTY.
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
EDGE GRADE
BENCH MARK.- # 20377
END VERTICAL CURVE
No. 651'95 ;v
FLOW LINE
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
fD
47
AT THE INTERSECTION OF SLOVER AVENUE
"
GRADE BREAK
xpl
& SIERRA AVENUE BEING A FOUND 1 I.P.
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
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STAMPED L.S. 5749.
INVERT
A
1.7z-c7ELEVA'noN.- 1089,40
STANDARDS IN EFFECT.
MANHOLE
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE
MATERIAL (1 " MAX. SIZE).
ui
z
0
NJLd
a
TOP OF STRUCTURAL PVMT.
SUBGRADE
3" MAX. SIZE NATIVE SOIL
:04 /—COMPACTED 95%
1:1 SLOPE OR FLATTER
OR ADEQUATE SHORING
-90% COMPACTED
NATIVE BACKFILL
6" MAX. SIZE
N lz�51�
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
— 111 3. CLASS 11 AGG.BASE ALL TRENCHES
6"MIN. III-- LESS THAN 100' IN LENGTH.
8" MAX.
uj
2�
M 0
m
LEGEND
A.C.
ASPHALTIC CONCRETE
B.C�
BEGIN CURVE
B.V.C.
BEG. VERTICAL CURVE
B.W.
BACK SIDEWALK
C.B.
CATC H BAS I N
C.L.
CENTERLINE
E.C.
END CURVE
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
HGL
HYDRAULIC GRADE LINE
H.P.
HIGH POINT
INV.
INVERT
L.E.
LANDSCAPE EASEMENT
MH
MANHOLE
O.C'
ON CENTER
P-C,C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT OF WAY
SD
STORM DRAIN
TAN.
TANGENT
T.C.
TOP OF CURB
WS
WATER SURFACE
CSPA
CORRUGATED STEEL PIPE ARCH
ra I I W, T I I
At'luailm
I I
VICINITY MAP
-NOT TO SCALE
INSTALL 24" RCP, D—LOAD PER PROFILE �36 LF
INSTALL 42" RCP, D—LOAD PER PROFILE 1 ZZ5 LF
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1, SEE DETAIL ON SHEET 4. 5 EA
(.6) CONSTRUCT CONC. COLLAR PER APWA STD. PLAN 380-2, SEE DETAIL ON SHEET 4. 1 EA
�Z)TRENCHING PER CITY OF FONTANA STD. DWG. NO. 131
REMOVE EXISTING RECTANGULAR CHANNEL 1 EA
REMOVE EXISTING 28 P X 20"CSPA 1 EA
JOIN PROP. RCP TO EXISTING CATCH BASIN 1 EA
DEVELOPMENT & ENGINEERING, INC.
PLANNING AND CIVIL ENGINEERING
3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764
(909) 476-9555 PHONE (909) 476-9001 FAX
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