HomeMy WebLinkAbout4935-1GENE M4 SE�AFER NQUS-4
1 ALL WORK SHALL BE IN ACCOROANCE WITH THESE PLANS, THE CITY OF FONTA M,
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCT -ION ("GREEN BOOKI. 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 DOC NTS THAT
CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN TW -100 I
BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO TK CITY
ENGINEER FOR RESOLUTION.
3 ALL MATERIALS AND METHOTHE ENGINE US ARE SUBJECT TO E AP W ROVAL OF THE CITY ER.
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FRG" 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) 3-50-7610.
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 CONTRACT -OR 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 TE UT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10 THE LOCATIONS OF UTIUTIES SHOWN HAVE BEEN DETERMINED FROM AV ABLE
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 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.
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.
20 140 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 SPEG4FIED DENSITY IS OBTAINED.
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITOWS-S, 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 MAW40LE, SEE CITY Of FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT.
25 SANITARY SEWER LINES- MALL -HALL BE CONSTRUCTED OF BELLA Wi 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 ALIOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL
OF THE CITY ENGIAIER.
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE
WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
200 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 Aff 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 AY, THE LATERAL SHALL TERMINATE S FEET INSIDE THE LOT AS
MEASURED FROM THE U TY EASEMI1NT.
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 T - PROPOSED
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY TETE ENG#4EER AtM_ 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 PRR
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, AM OTA --,R 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 At4i'D 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 OWWER 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.
I iqp�1111 III I
A.C.
ASPHALTIC CONCRETE
(R)
RIDGE UNE
B.C.
BEGIN CURVE
R/W
RIIGHT OF WAY
B.V.C.
BEG. VERTICAL CURVE
TAN.
TANGENT
B.W.
BACK SIDEWALK
T.C.
TOP OF CURB
C.B.
CATCH BASIN
W
WIDTH
C.L.
CENTERLINE
V
VERTICAL DEPTH
E.C.
END CURVE
(590.69)
INDICATES EXISTING ELEVATION
E.P.
EDGE PAVEMENT
E.G.
EDGE GRADE
590.69
INDICATES PROPOSED ELEVATION
E.V.C.
END VERTICAL CURVE
[590.69]
INDICATES FUTURE ELEVATION
F.L.
FLOW LINE
_Y
INDICATES SLOPE 2:1 MAX.
F.S.
FINISH SURFACE
G.B.
GRADE BREAK
AC PAVEMENT
H.P.
HIGH POINT
REMOVAL
INV.
INVERT
GRIND
O.C.
ON CURVE
P.C.C. PORTLAND CEMENT CONCRETE /// EDGE OF PAVEMENT
.SEWER:
CABLE:
CITY OF FONTANA
TIME WARNER CABLE
8353 SIERRA AVENUE
1"5 DUPONT AVENUE
FONTANA, CA 92335
ONTARIO, CA. 91761
PHONE: 909.350.6632
PHONE: 909.390.4738
GAS:
TELEPHONE.
SOUTHERN CALIFORNIA GAS COMPANY
AT&T
16231 VALLEY BLVD.
11464 TELEGRAPH ROAD
FONTANA, CA 92335
SANTA FE SPRINGS, CA 90670
PHONE: 909.428.8411
PHONE: 714.666.5415
SOUTHERN CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, C. 92336
PHONE: 909.357.6221
WATER:
WEST VALLEY WATER DIST RIICT
855 W. BASELINE ROAD
RIALTO, CA 92377
PHONE: 909-875.1361
1�1
0
. . ...... .
COYOTE CANYOJ
ROAD
*A
Ile
SCALE: 1'= 150
MADOLE AND ASSOCIATES, INC.
CONSULTING CIVIL ENGINEERS
& LAND PLAWERS
93a-2 PITTSBURGH AVE.,- 2-30
RANCHO CLJCAMONGA, CA 91730
PHONE: 909.481.6322
FAX: 909.481.6320
CONTACT: MARK BERTONE/T00fl MILLER
X,
VIGINITY MAP -
NOT TO SCALE
TOP OF STRUCTURAL
rPAVEMENT SUBGRADE
3" MAX. SIZE NATIVE
r SOIL COMPACTED 95%
NOTES: 6" MIN. 6" MIN.
1. TRENCH WIDTH SHALL BE CONTROLLED 10" MAX. 10" MAX.
TO TOP OF PIPE ZONE.
04
2. TRENCH DEPTHS OF GREATER THAN 5
SHALL HAVE ADEQUATE SHORING. 1:1 SLOPE OR FLATTER
3. CLASS 11 AGG. BASE ALL TRENCHES OR ADEQUATE SHORING
LESS THAN 100' IN LENGTH. 6" MAX. SIZE 1" MAX. SIZE
4. COMPACTION SHALL BE 90% IN ALL COMPACTED NATIVE SOIL SELECTED NATIVE
90% BEDDING COMPACTED
ZONES UNLESS OTHERWISE SPECIFIED. TO 90%
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
5. THE SEWER PLUMBER SHALL VERIFY THE
ULTIMATE BACKFLOW PREVENTION VALVE 81) C4
V.C.P.
BEDDING MATERIAL SHALL MEET
OR EXCEED SECTION 306-1.2.1,
A z
STD. SPECS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION.
LOCALLY EXCAVATED NATIVE MATERIALS
MAY BE BLENDED TO THE REQUIRED
SAND EQUIVALENCY OF 30 OR GREATER
NTS
(D
INSTALL
8" EXTRA STRENGTH V.C.P. SEWER
CONSTRUCT 48" PRECAST CONCRETE ~OLE PER
CITY OF
FONTANA STD. DWG. NO'S. 2000, 2001 & 2003
.e�
CONSTRUCT 60- PRECAST CONCRETE MANHOLE PER
CITY OF
FONTANA STD. DWG. NOS. 2000, 2001 & 2003
INSTALL
TEMP. 8" END PLUG.
REMOVE
PLUG A110 JOIN TO EXISTING 8" SEWER.
REMOVE
AND REPLACE EXISW AC PVMT. PER CITY STD. 1008
NOTE
PRIOR TO START OF CO CONTRACTOR18HALL VERIFY EN ft
LOCATO AND ELEVATION AT POINTS OF CONNECTION AND SHALL N011FY
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
3INEER R.C.E. 51152 DATE 4935
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