HomeMy WebLinkAbout4931-1GENERAL SEWER NOTES:
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 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE-
LOPMENT 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.
5 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.
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7 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.
8 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.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10 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.
11 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.
12 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.
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE 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.
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT
TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
16 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.
17 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.
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19 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.
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21 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.
22 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.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE.
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE
A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE
DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT.
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS
OF THE ASTM DESIGNATION C700 FOR V.C.P..
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL
OF THE CITY ENGINEER.
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE
WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28 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.
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE
STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS
MEASURED FROM THE UTILITY .EASEMENT.
31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED
AGENCIES IMMEDIATELY.
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN
PLACED, INSPECTED AND APPROVED.
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
TO PAVING OF STREETS.
35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
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
CONTINUOUSLYAND 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.
CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE
WORK.
THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE
FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE
PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF
RECORD.
QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO
BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN
FINAL CONSTRUCTION QUANTITIES.
LEGEND
SITE
O
A.C.
ASPHALTIC CONCRETE
(R)
RIDGE LINE
B.C.
B.V.C.
BEGIN CURVE
BEG. VERTICAL CURVE
R/W
RIGHT OF WAY
B.W.
BACK SIDEWALK
TAN.
T.C.
TANGENT
TOP OF CURB
C.B.
CATCH BASIN
W
WIDTH
C.L.
E.C.
CENTERLINE
END CURVE
V
VERTICAL DEPTH
E.P.
EDGE PAVEMENT
(590.69)
INDICATES EXISTING ELEVATION
E.G.
EDGE GRADE
590.69
INDICATES PROPOSED ELEVATION
E.V.C.
END VERTICAL CURVE
[590.69]
INDICATES FUTURE ELEVATION
F.L.
F.S.
FLOW LINE'
FINISH SURFACE
RCE
INDICATES SLOPE 2:1 MAX.
G.B.
GRADE BREAK
O
AC PAVEMENT
H.P.
HIGH POINT
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REMOVAL
INV.
O.C.
INVERT
ON CURVE
GRIND
P.C.C.
PORTLAND CEMENT CONCRETE
EDGE OF PAVEMENT
-
CENTERLINE
- -
RIGHT OF WAY
"'
FIRE HYDRANT
SEWER CLEANOUT
SEWER LATERAL -
SEWER MAIN
SEWER MANHOLE
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STREET LIGHT
W
WATER MAIN
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WATER METER
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APN 1407-287-57
INDEX MAP
SCALE: 1'= 150'
VARIES
8" SEWER MAIN
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4" LATERAL
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FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
TOP OF STRUCTURAL
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3" MAX. SIZE NATIVE
SOIL COMPACTED 95%
NOTES: 6" MIN. 6" MIN.
1. TRENCH WIDTH SHALL BE CONTROLLED 10 MAX. 10 MAX.
TO TOP OF PIPE ZONE. _ r
2. TRENCH DEPTHS OF GREATER THAN 5
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SHALL HAVE ADEQUATE SHORING.:1 SLOPE OR FLATTER
3. CLASS II AGG. BASE ALL TRENCHES ADEQUATE SHORING
LESS THAN 100' IN LENGTH. 6 MAX. SIZE 1" MAX. SIZE
4. COMPACTION SHALL BE 90% IN ALL NATIVE SOIL SELECTED NATIVE
ZONES UNLESS OTHERWISE SPECIFIED. COMPACTED 90% BEDDING COMPACTED
TRENCH STABILITY SHALL CONFORM TO 90%
TO CAL -OSHA REQUIREMENTS.
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5. THE SEWER PLUMBER SHALL VERIFY THE 1==
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ULTIMATE BACKFLOW PREVENTION VALVE g" V.C.P. 1
BEDDING MATERIAL SHALL MEET FL 0
OR EXCEED SECTION 306-1.2.1, °
STD. SPECS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION.
LOCALLY EXCAVATED NATIVE MATERIALS "
MAY BE BLENDED TO THE REQUIRED
SAND EQUIVALENCY OF 30 OR GREATER
TYP. BEDDING FOR 8" VCP
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CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER
VICINITY MAP
NOT TO SCALE
FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
3" MAX. SIZE NATIVE
SOIL COMPACTED 95%
NOTES: 6" MIN. 6" MIN.
1. TRENCH WIDTH SHALL BE CONTROLLED 10 MAX. 10 MAX.
TO TOP OF PIPE ZONE. _ r
2. TRENCH DEPTHS OF GREATER THAN 5
N
I ,j= FOR
SHALL HAVE ADEQUATE SHORING.:1 SLOPE OR FLATTER
3. CLASS II AGG. BASE ALL TRENCHES ADEQUATE SHORING
LESS THAN 100' IN LENGTH. 6 MAX. SIZE 1" MAX. SIZE
4. COMPACTION SHALL BE 90% IN ALL NATIVE SOIL SELECTED NATIVE
ZONES UNLESS OTHERWISE SPECIFIED. COMPACTED 90% BEDDING COMPACTED
TRENCH STABILITY SHALL CONFORM TO 90%
TO CAL -OSHA REQUIREMENTS.
"= -
5. THE SEWER PLUMBER SHALL VERIFY THE 1==
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ULTIMATE BACKFLOW PREVENTION VALVE g" V.C.P. 1
BEDDING MATERIAL SHALL MEET FL 0
OR EXCEED SECTION 306-1.2.1, °
STD. SPECS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION.
LOCALLY EXCAVATED NATIVE MATERIALS "
MAY BE BLENDED TO THE REQUIRED
SAND EQUIVALENCY OF 30 OR GREATER
TYP. BEDDING FOR 8" VCP
NTS
QUANTITIES
5,013
CONSTRUCTION NOTES
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INSTALL
8" EXTRA STRENGTH V.C.P. SEWER
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CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
L.F.
CITY OF
FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
3O
INSTALL
4" V.C.P. SEWER LATERAL PER
EA.
CITY OF
FONTANA STD. DWG. NO. 2005.
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INSTALL
BACKWATER VALVE DEVICE
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REMOVE
PLUG AND JOIN TO EXISTING 8" SEWER.
6O -
CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER
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CITY OF
FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
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INSTALL
8" SEWER PLUG
QUANTITIES
5,013
L.F.
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EA.
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L.F.
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EA.
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NTS
CITY OF FONTANA UTILITY NOTIFICATION LIST
SEWER: CABLE: ELECTRIC: ENGINEER: OWNER/DEVELOPER:
CITY OF FONTANA TIME WARNER CABLE SOUTHERN CALIFORNIA EDISON COMPANY MADOLE AND ASSOCIATES, INC. LVD FONTANA, LLC
8353 SIERRA AVENUE 1205 DUPONT AVENUE 7951 REDWOOD AVE.
FONTANA C CONSULTING CIVIL ENGINEERS
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35 ONTARIO, CA. 91761 FONTANA, CA. 92336 &LAND PLANNERS 1156 N. MOUNTAIN AVE. �
PHONE: 909.350.6632 PHONE: 909.390.4738
PHONE: 909.357.6221 UPLAND, CA 91786-0670 �
9302 PITTSBURGH AVE., SUITE 230 PHONE: 909.946.7537 BENCH MARK: NGS: EV9118 BASIS OF BEARINGS:
GAS: TELEPHONE: WATER: RANCHO CUCAMONGA, CA 91730 CONTACT: BRYAN GOODMAN
1.5 INCH BRASS DISK ON TOP OF THE L�
SOUTHERN CALIFORNIA GAS COMPANY AT&T WEST VALLEY WATER DISTRICT PHONE: 909.481.6322 NORTHWEST LEG OF EDISON TOWER N0. THE SOUTH .LINE OF THE SOUTHWEST W
16231 VALLEY BLVD. 11464 TELEGRAPH ROAD 855 W. BASELINE ROAD QUARTER OF SECTION 13; TOWNSHIP 1
FAX: 909.481.6320 18-3; LOCATED 49 FEET +/- WEST NORTH, RANGE 6 WEST S.B.M. PER R.S. FONTANA, 9. W
428.8411 5415 PHONE9098751361
92335 SANTA FE SPRINGS, CA 90670 RIALTO, CA 92377
PHONE:909.CONTACT: MARK BERTONE/TODD MILLER OF CITRUS AVENUE CENTERLINE & 1.25 118/64. SAID SOUTH LINE IS ALSO THE Li
PHONE: PHONE: 714.666.: .. MILES NORTH OF HIGHLAND AVENUE CENTERLINE OF DUNCAN CANYON ROAD
CENTERLINE. AND HAS A BEARING OF N8922'55"E.
ELEVATION: 1676.78 FEET 0
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 0
Q O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PREPARED UNDER THE SUPERVISION OF CITY OF In
FONTANA, CALIFORNIA N
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL P�
,�®` ,��,��- ��Fti�, SEWER IMPROVEMENT PLANS
TOLL FREE `'--'"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER
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