HomeMy WebLinkAbout3440-1GENERAL NO TES
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN
BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS
OTHERWISE NOTED.
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR
TO IMPLEMENTING DETOURS
5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON—METRIC EDITION
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5
FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED
BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF
THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET
SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT
10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
11 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS
BEFORE EXCAVATION.
12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT
LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC
WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS ALL UTILITY COMPANIES
SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES
13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR
VALVE OPERATION AND WATER REQUIREMENTS.
14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED.
15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS
AND EMERGENCY VEHICLES.
19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING
ADEQUATE WATERING, AT ALL TIMES.
20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT
PRIOR WRITTEN APPROVAL.
21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED
DENSITY SHALL REQUIRE RE—WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS
OBTAINED.
23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY
ENGINEER.
26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND
LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY
THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
,32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
34 MINIMUM D—LOAD FOR STORM DRAIN PIPE IS 1350. S—,z� C�7
CITY OF FON TA NA
S TORA4 DRAIN IMPRO VEA4EN T
PLANS
TRA C T NO 16363
TRACT NO. 1909 240-011-15
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CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: CARLOS NAVARRO
ATTN. VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E.CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5467
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTN. GREG GASPAR
ATTN. JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
CA. 92335
ONTARIO, CA. 91761
(909) 428-8411
(909) 390-4736
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY
ATTIC STEVE HOCK
7951 REDWOOD AVENUE
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92JJ5
NTARIO, CA. 91766 (909)
(909) 820-5598 UNDERGROUND
800) 422-4133
(213) 637-1233 PIPELINES
FONTANA WATER COMPANY
(909) 357-6233 DISTRIBUTION
ATTIC MICHAEL J. McGRAW
(800) 422-41 JJ
8440 NUEVO AVENUE
3O
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
ATTICBILL VANDERKIEFT, JR.
FAX: (909) 823-5045
(619) 868-6040
END VERTICAL CURVE
UNDERGROUND SERVICE ALERT
FLOW LINE
(800) 227-2600
CONSTRUCT MANHOLE PER A. P. W.A. STD. PLAN
WALNUT STREET
JIiJ`1LL. / - J JV i
GR4NULAR BEDDING FROM
SELECTED TRENCH SIDE
MATERNAL (1- MAX. SIZE). /\
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LI77ES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS,
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON—
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON MESE DRAWINGS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI—
BILITY FOR THE JOB S/7E CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CON77NUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT 7HE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN COAINEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 7HE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
210 FWY
HIGHLAND A V
TO/- Of STR(/CTURAZ
/ !/v'T. SUBGRAOlf
1:1 SLOPE OR FLATTER.
OR ADEQUATE SHORING
90% COMPACTED
M477VE BACKFILL
6 " MAX. SIZE —
R
Q
CrQ
V V
SOUTH HIGHLAND AVJ
Q
J
O
01
s
ti
57 LF.
C, B.
2O
LOS CEDROS A V
CENTERLINE
TO/- Of STR(/CTURAZ
/ !/v'T. SUBGRAOlf
1:1 SLOPE OR FLATTER.
OR ADEQUATE SHORING
90% COMPACTED
M477VE BACKFILL
6 " MAX. SIZE —
R
CONSTRUCTION NOTES
B. C.
QUANTITIES
01
INSTALL 18"RCP, D—LOAD PER PROFILE
ti
57 LF.
C, B.
2O
INSTALL 24"RCP, D—LOAD PER PROFILE
CENTERLINE
163 LF.
END CURVE
3O
INSTALL 36 "RCP, D—LOAD PER PROFILE
E. G.
566 LF.
EX.
0
INSTALL 42 "RCP, D—LOAD PER PROFILE
END VERTICAL CURVE
356 LF.
FLOW LINE
0
CONSTRUCT MANHOLE PER A. P. W.A. STD. PLAN
320-1
5 EA.
0
CONSTRUCT JUNCTION STRUCTURE PER A. P. W.A.
STD. 331-2
4 EA.
(
CONSTRUCT CIRCULAR PIPE CULVERT HEADWALL
PER CALTRANS STD. D89
1 EA.
0
CONSTRUCT 6'X6' GROUTED RIP RAP
72 SF
(R)
0INSTALL
30" CSP RISER PER MODIFIED OCEMA
STD. 1327
1 EA.
10
INSTALL 30" RCP, D—LOAD PER PROFILE.
167 LF.
11
INSTALL 36" CSP OUTLET RISER PER MODIFIED
OCEMA STD. 1327
2 EA.
12
INSTALL 24" OPEN GRATE COVER PER
ALHAMBRA PLATE NO. A-1558-24 & DETAIL ON SHEET 4
1 EA.
13
CONSTRUCT 6" AC BERM PER CITY STD. 136
356 LF.
14
CONSTRUCT TRANSITION STRUCTURE PER APWA
STD. 340-1
1 EA.
15
INSTALL 12" PVC SDR 35 DRAIN PIPE
124 LF
16
INSTALL 15" PVC SDR 35 DRAIN PIPE
147 LF
17
INSTALL 18" PVC SDR 35 DRAIN PIPE
121 LF
18
CONST. CONC. BLANKET PER A.P. W.A. STD. 225-1
121 LF
TO/- Of STR(/CTURAZ
/ !/v'T. SUBGRAOlf
1:1 SLOPE OR FLATTER.
OR ADEQUATE SHORING
90% COMPACTED
M477VE BACKFILL
6 " MAX. SIZE —
R
III -
B. C.
BEGIN CURVE
z
III
ti
BACK SIDEWALK
C, B.
CATCH BASIN
III =
=III
III
I'm �.�
,'Yl
�1<11 NOTES•
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
- _= I I I J. CLASS Y AGG.BASE ALL TRENCHES
6" MIN. I I 1 = LESS THAN 100' IN LENGTH.
8" MAX. = I I I
III —
III
III 0,
2 3
o
m
STORM DRAIN PIPE 0.6 D
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
1/2 CRUSHED STONE BEDDING.
RCP TRENCH DETAIL
NOT TO SCALE
NOTE:
COMPACTION SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS
LEGEND
WALNUT ST
BASELINE A
VICINITY MAP
N. T. S
CORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COIvfF;LED AND
FURNISHED EY OTHERS. THE ENGINEER 4"11LL NOT BE
RESPONSIBLE FOR ANY ERRGRS OR OM;SSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
A. C.
ASPHALTIC CONCRETE
B. C.
BEGIN CURVE
B. V. C.
BEG. VERTICAL CURVE
B. W.
BACK SIDEWALK
C, B.
CATCH BASIN
C.L.
CENTERLINE
E. C.
END CURVE
E. P.
EDGE PA VEMENT
E. G.
EDGE GRADE
EX.
EXISTING
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
0. C.
ON CENTER
P. C. C.
PORTLAND CEMENT
CONCRETE
(R)
RIDGE LINE
R/W
RIGHT OF WAY
TAN.
TANGENT
T. C.
TOP OF CURB
W
WD TH
V
VERTICAL DEPTH
V. C.
VERTICAL CURVE
INDICATES SLOPE 2.1
AC PA VEMENT
Q
REMOVAL
(590.77)
INDICATES EXISTING ELEVATION
310.00
INDICATES PROPOSED ELEVATION
JOO
INDICATES EXISTING CONTOUR
320
INDICATES PROPOSED CONTOUR
DAYLIGHT / CUT—FILL LINE
J:\685-1650\storm\sdOl .dwg, 04/29/2004 03:34:52 PM, cc ,