HomeMy WebLinkAbout3845-1GENERAL NO TES
1 ALL WORK SHALL BE /N 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 /S FOUND TO EXIST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N 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 /N 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 /N 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 /N 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 /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET /N 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 /N 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 /S
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 /N 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 /F 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 /S 1350.
STORM
CITY OF FONTANA
DRAIN I IMPROVEMENT
TRACT NO 16724
PLANS
X151 -
i\
\
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE
MATER/AL (1" bW.
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN C• BRIAN WREN
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
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVENUE
FONTANA, CA. 92335
(909) 820-5598 UNDERGROUND
GENERAL TELEPHONE COMPANY
ATTN. STEVE HOCK
1400 E. PHILLIPS BLVD.
NTAR10, CA. 91766 (909)
800) 422-4133
(213) 637-1233 PIPELINES
FONTANA WATER COMPANY
(909) 357-6233 DISTRIBUTION
ATTN. MICHAEL J. McGRAW
(800) 422-4133
8440 NUEVO AVENUE
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
ATTN. • BILL VANDERKIEFT, JR.
FAX. (909) 823-5045
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 227-2600
INDEX MAP
SCALE. 1"- 150'
PRIVATE ENGINEER'S NOT/CE TO CONTRA C TORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES 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
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR
NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, • INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY, • THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY,
AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY
WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER
OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE
BOXES, UTILITY BOXES AND LIDS, ETC.
SIZE). —�
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ICJ �---_,�:. � 2 ' R�7N�oF�.GEMENT P��2 �ALT.���IS' .08�•
INDEX OF SHEETS DEVEL OPER OWNER
1. ------- TITLE SHEET YOUNG HOMES
2. ------- LINE 'A" FROM STA. 10+00.00 TO STA. 17+00.00 10370 TRADEMARK STREET
RANCHO CUCAMONGA, CA 91730
3. ------- LINE B FROM STA. •10+00.00 TO STA. 16+1 -
�C
4. ------- LATERALS B-1, B-2, B-3 AND B-4 ONTACT-
5 -
.•5. ------- DETAILS ONE: (909) 291-7600
6. ------- DETAILS . C 3663.7 FAX (909) 291- 7630
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N.TS.
TOP OF STRUCTURAL PVM'1:
SUBGRADE
CONSTRUCTION NOTES QUANTITIES
(DINSTALL 18" RCP, D -LOAD PER PROF/LE 80 LF.
2O INSTALL 24" RCP, D -LOAD PER PROF/LE 44 LF.
OINSTALL 30" RCP, D -LOAD PER PROFILE 441 LF.
4O INSTALL 36" RCP, D -LOAD PER PROF/LE .840 LF.
0 CONSTRUCT MANHOLE PER A. P. W.A. STD. PLAN 320-1 1 EA.
0 CONSTRUCT MANHOLE PER A. P. W.A. STD. PLAN 322-1 1 EA.
�7 CONSTRUCT TRANSITION STRUCTURE PER A.P. W.A. STD. PLAN 340-1 2 EA.
0 CONSTRUCT 6'X6' GROUTED RIP RAP 80 SF
gO INSTALL 30" CMP RISER PER MODIFIED OCEMA STD. 1327 1 EA.
10 CONSTRUCT CONCRETE COLLAR PER A.P. ►1! A. STD. PLAN 380-3 1 EA.
11 CONSTRUCT BLANKET PROTECT/ON FOR PIPES PER A. P. W.A. STD. PLAN 225-1 5 EA.
12 CONSTRUCT CIRCULAR PIPE CULVERT HEADWALLS PER CALTRANS STD. D-89 1 EA.
13 CONSTRUCT MANHOLE PER A.P. W.A. STD. PLAN 321-1 2 EA.
QI l� C.oNsTie[•�T 77;;�_4Nsiriorv, sTRcic�e��?Etv�4 sTp 34� a�T cw sir 3 2 �A.
N3Tfz�-+�T R.E/NFcr��fl---GONcA�TE .Buri SER GA�T,�AVS-STD: •D8o,D ET bry-Sw7; 2 j E
3" MAX. SIZE NATIVE SOIL
COMPACTED 95%
1:1 SLOPE OR FLATTER
OR ADEQUATE SHORING
•90% COMPACTED
NATIVE BACKFILL
6" MAX. SIZE —�
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RANC4A* atA CAMONaA, GA 3
917,0
(10 1) 481 e G3S22
= I I I J. CLASS 11 AGG. BASE ALL TRENCHES
6" MIN. I I I = LESS THAN 100' IN LENGTH.
8" MAX = I I I
III=
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III IW
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STORM DRAIN PIPE -7T III -=Ill=-
—�
RANULAR BEDDING FROM SELECTED
TRENCH SIDE MATER/AL FOR PIPE
10' OR GRF47FR IN DEPTH USE
1/2 CRUSHED STONE BEDDING.
TifyiX
RCP TRENCH DETAIL
NOT TO SCALE
COMPACITON SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPEC/PIED.
If --Zl
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
RE�C'ORD DRAWINue",
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHeD BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN
INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
A. C. ASPHAL TIC CONCRETE TAN. . • •._ � � TANGENT .
B. C. BEGIN CURVE 7: C�`. • -• _TOP. OF CURB
B. V.C. BEG. VERTICAL CURVE •..
B. W. BACK SIDEWALK WIDTH -
CATCH BASIN .::V.,��,_ VERTICAL DEPTH
C. L. CENTERLINE
E. • • � '`� •
V.•C..' TICA
C. END CURVE C --CURVE
E.P. EDGE PA VEMEN T
?CA TES SLOPE 2: 1
E. G. EDGE GRADE
EX. EXISTING = AC PA VEMENT
E. V. C. END VERTICAL CURVE"REMOVAL
F.L. FLOW LINE , .,..
F.S. FINISH SURFACE
G.B. GRADE BREAK
_
H.P. HIGH POINT 7590.77) INDICATES EXISTING ELEVATION
INV. INVERT 310.00 INDICATES PROPOSED ELEVATION
L. E.
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� 300 INDICATES EXISTING CONTOUR
LANDSCAPE EASEMENT
O. C.
ON CEN TER
320 INDICATES PROPOSED CONTOUR
P. C. C.
PORTLAND CEMENT
DAYLIGHT /CUT -FILL LINE
CONCRETE
(R)
RIDGE LINE
R/W
RIGHT OF WA Y
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