HomeMy WebLinkAbout3832-1f F.
a,i
jjJ
NOTICEPRIVATE ENGINEER's
(714) 666-5401
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
PORTLAND CEMENT CONCRETE
SHOWN ON THESE PLANS ,ARE OBTAINED BY A .SEARCH OF AVAILABLE RECORDS,
COMCAST (CABLE TV)
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
ATTY. JACK HA YES 1205
THOSE SHOWN ON THESE PLANS: THE CONTRACTOR IS REQUIRED TO TAKE DUE
DUPONT AVENUE ONTARIO, CA. 91761
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
(000) 5'90-47JB
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON—
VERI,7ON
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
A TTN. ,STEVE HOCK
7.951 REDWOOD AVE.
1400 E PHILLIPS BLVD.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
POMONA, CA, 91766
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
(909) 469--6S27
OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT
FONTANA WATER COMPANY"
THIS .SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
TTN:- MICHAEL /: r cGR. C�
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
8440 NUEVO AVENUE
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
FONTANA, CA . 2J'J'5 (909)
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,, EXCEPTING
522-2201 FAX- (909)
FOR LIABILITY ARISING FROM THE .SOLE NEGLIGENCE OF THE OWNER OR THE
I
CONTRACTOR ,SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
SAN GABRIEL VALLEY
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK.
MUNICIPAL WATER DISTRICT
IT THE RESPONSIBILITY TY O THE CONTRACTOR T NOTIFY T ENGINEER F ANY
IS .SPO F NT O N HE O
ATTN. DAVE JOHNSON
DISCREPANCIES. -BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
�.
CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E S REQUIREMENTS
�
11�
H.P.
AZUSA, CA. 91702-1299
CITY OF FONTANA UTILITY NOTIFICATION LIST
(90.9) 969-7911
CITY OF FONTANA PACIFIC BELL CO.
INVERT
ATTN. ANTHONY SALAM ATTN: NORMA GUILLOT
REMOVAL
8J'53 .SIERRA AVENUE 1265 N. VAN BUREN STREET�R
ON CURVE
FONTANA, CA 92JJ5 SUITE 180 `
yi wif Y1V,i.wlt!.� n'w",�ItiW wAhYhidw;7'w+aar'X'wl; ri4,�viC6°i^,.,
(09) J50 -66J2 ANAHEIM, CA 92807
A. C.
(714) 666-5401
SO. CALIFORNIA GAS COMPANY
PORTLAND CEMENT CONCRETE
ATTN: GREG GASPAR
COMCAST (CABLE TV)
102" I VALLEY BLVD.
ATTY. JACK HA YES 1205
FONTANA, CA. 925', 5
DUPONT AVENUE ONTARIO, CA. 91761
(90.9) 428-8411
(000) 5'90-47JB
EMERGENCIES: (800) 427-2200
VERI,7ON
SO. CALIFORNIA EDISON COMPANY
A TTN. ,STEVE HOCK
7.951 REDWOOD AVE.
1400 E PHILLIPS BLVD.
FONTANA, CA. 02'5
POMONA, CA, 91766
(R09) 820-55.98 — UNDERGROUND
(909) 469--6S27
(R09 875-5100 TRANSMISSIONS
FONTANA WATER COMPANY"
(21 667-12J — PIPELINES/.
(909) J57-- x'255' — DISTRIBUTION
TTN:- MICHAEL /: r cGR. C�
V
8440 NUEVO AVENUE
GRAWFORD CANYON MUTUAL WA TER CO.
FONTANA, CA . 2J'J'5 (909)
ATTIC' BASIL J: FABRI IO
522-2201 FAX- (909)
(90.9) 48.E-9580
82J-5046
METROPOLITAN WATER DISTRICT
SAN GABRIEL VALLEY
WATER SYSTEM OPERA TION GROUP
MUNICIPAL WATER DISTRICT
ATTN, JOE MIRONE
ATTN. DAVE JOHNSON
(90.9) 776-2664 2664
549 EAST SIERRA MADRE AVENUE
a,Y`i +,',.Irrl'
P 0: BOX 1200
H.P.
AZUSA, CA. 91702-1299
r,wW;„,;,,,,z
r r tx ��IP�ri yalbylft s;!'
(90.9) 969-7911
A. C.
ASPHAL TIC CONCRETE
P. C. C.
PORTLAND CEMENT CONCRETE
B. C.
B. V:C.
BEGIN CURVE
BEG". VERTICAL CURVE
(R)
RIDGE LINE
B. W.
BACK SIDEWALK
R
RIGHT OF ISA Y
C. B.
CA TCH BASIN
TAN.
TANGENT
C. L.
CENTERLINE
T C.
TOP OF CURB
E C.
END CUR VE
w
WID TH
E. P.
EDGE PA VEMEN T
V
VERTICAL DEPTH
E G.
EDGE GRADE
(500.77)
INDICATES EXISTING ELEVATION
E, V: C.
END VERTICAL CURVE
(D—REMOVE
FL.
FLOW LINE
5.90:77
INDICATES PROPOSED ELEVATION
FS.
G.B.
FINISH .SURFACE
GRADE BREAK
a,Y`i +,',.Irrl'
INDICATESiCATES SLUE 2: 1
H.P.
HIGH POINT
r,wW;„,;,,,,z
r r tx ��IP�ri yalbylft s;!'
VEMEN
A � PA Y EdWI EN r
INV:
INVERT
REMOVAL
O. C.
ON CURVE
-...-....
III
,,
GRIND
,f
EDGE”" OF PA VEMEN T
-SHEET NDEX
SCALE. I "=BOO'
NOT TO SCALE
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
_�plowp�
CONSTRUCTIONa
— 6" MIN. ICI
1:1
SLOPE OR FLATTER
IJ9
OR
ADEQUATE SHORING
CONSTRUCT 42" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
015
LF
III
CONSTRUCT 48" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
274
LF
�w
90% COMPACTED
NATIVE BACKFILL
//✓
LF
6" MAX. SIZE
CONSTRUCT M.H. PER A.P.W.A. .STD. PLAN J20-1, DETAIL ON SHEET 4.
GRANULAR BEDDING FROM
EA
PII
SELECTED TRENCH SIDE
MATERIAL (1" MAX. SIZE).
I
Ld
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
5. CLASS II AGG.BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
4. COMPACTION SHALL BE 90IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL—OSHA REQUIREMENTS.
CONSTRUCTIONa
— 6" MIN. ICI
(D—CONSTRUCT
J6" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
IJ9
III
6 MAX.
CONSTRUCT 42" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
015
LF
III
CONSTRUCT 48" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
274
LF
CONSTRUCT 54" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
158
LF
N
CONSTRUCT M.H. PER A.P.W.A. .STD. PLAN J20-1, DETAIL ON SHEET 4.
4
EA
PII
CONSTRUCT CONCRETE E DROP INLET PER RIVERSIDE COUNTY FLOOD AND
I
Ld
WATER CONSERVATION DISTRICT STD. CB 110, DETAIL ON SHT 4.
—
�m
►�
(D—REMOVE
BRICK'' & MORTAR BULKHEAD AND JOIN TO EXIST PIPE
5
EA
��—
CONSTRUCT RIPE SEEPAGE CUT—OFF WALL PER DETAIL ON SKEET 4,
10
EA
CONSTRUCT HEADWALL, WING TYPE PER SAN BERNARDINO COUNTY ROAD
2
EA
DEPARTMENT STD.20.9, DETAIL ON SHEET 4.
R
uj
-...-....
III
,,
r
0. 6D'
STORM DRAIN
PIPE
GRANULAR BEDDING FROM
SELECTED
TRENCH SIDE MATERIAL FOR
PIPE
10' OR GREATER IN DEPTH
USE
1/2" CRUSHED STONE BEDDING.
TRENCfi DETAIL
NOT TO SCALE
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
5. CLASS II AGG.BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
4. COMPACTION SHALL BE 90IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL—OSHA REQUIREMENTS.
ii�p�+I'r;a%nlf?
J:\126-2017\storm\sd0l.dwa. 4/11200 11:33:2.2 AM. ov
CONSTRUCTIONa
(D—CONSTRUCT
J6" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
IJ9
LF
CONSTRUCT 42" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
015
LF
CONSTRUCT 48" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
274
LF
CONSTRUCT 54" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
158
LF
( —
CONSTRUCT M.H. PER A.P.W.A. .STD. PLAN J20-1, DETAIL ON SHEET 4.
4
EA
�—
CONSTRUCT CONCRETE E DROP INLET PER RIVERSIDE COUNTY FLOOD AND
I
EA
WATER CONSERVATION DISTRICT STD. CB 110, DETAIL ON SHT 4.
AND MODIFIED AS ,SHOWN ON DETAIL A, SHEET J.
(D—REMOVE
BRICK'' & MORTAR BULKHEAD AND JOIN TO EXIST PIPE
5
EA
��—
CONSTRUCT RIPE SEEPAGE CUT—OFF WALL PER DETAIL ON SKEET 4,
10
EA
CONSTRUCT HEADWALL, WING TYPE PER SAN BERNARDINO COUNTY ROAD
2
EA
DEPARTMENT STD.20.9, DETAIL ON SHEET 4.
ii�p�+I'r;a%nlf?
J:\126-2017\storm\sd0l.dwa. 4/11200 11:33:2.2 AM. ov