HomeMy WebLinkAbout5185-1SEWER GENERAL NOTES:
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, SIE CITY OF FONTANA STANDARD PLANS,
THE CONTRACT PROVISIONS AND THE STANDARD SPEQFICAIIONS 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 C)NTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN 1HE "GREEN BOOK", THE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY INGINEER FOR RESOLUTION.
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4 CONSTRUCTION PERMITS SHALL BE OBTAINED }ROM THE CTY OF FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOI TO THE START OF ANY WORK.
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAS1 TWO WORKING DAYS PRIOR TO THE
START OF ANY WORK IN PUBLIC RIGHT-OF-WAY 'WITHIN THECITY LIMMIITS. CALL (909) 350-7610.
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTIOL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MIACUAL OF TRAFFIC CONTROLS, LATEST
NON METRIC EDITION UNLESS OTHERWISE DIRECTED BY Till CITY TRAFFIC ENGINEER.
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO k1ALNTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EICAVATION OR TRENCH WORK FOR
TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFOtNIA 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 OTHERAPPROVED MEANS PURSUANT TO THE
REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OITHE STATE OF CALIFORNIA. TRENCHES
LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN TIE POTENTIAL EXISTS FOR GROUND
MOVEMENT.
9 NO MATERIAL OR EQUIPMENT BE STORED IN THE PUILIC RIGHT OF WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMIiED FROM AVAILABLE INFORMATION,
HOWEVER, IT SHALL BE 'HIE 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 BEFOIE EXCAVATION.
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WI1H ALL UTILITY COMPANIES INCLUDING,
BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE T+:LEVISION, LANDSCAPING, LANDSCAPE
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWED STORM DRAIN, FLOOD CONTROL AND
CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO VORKING DAYS NOTICE PRIOR TO WORK
AROUND THEIR FACILITIES.
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRAN1 OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
• WATER COMPANY FOR VALVE OPERATION AND WATER RETIREMENTS.
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SE] 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 AMID CONSTRUCTION CONTROL STAKING
DURL G CONSTRUCTION.
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY VIONUMENTS, MONUMENT TIES OR BENCH
MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTIOL, INCLUDING SURVEY MONUMENTS,
MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY AREGISTERED CIVIL ENGINEER OR
LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WLL BE DESTROYED AS A RESULT OF THIS
CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR STALL NOTIFY THE ENGINEER ONE WEEK
PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CN BE ESTABLISHED FOR LATER
REPLACEMENT OF HIE MONUMENT.
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RISIDENTS AND BUSINESSES AT ALL TIMES.
A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES LN THE CONSTRUCTION AREA FOR
RESIDENTS AND EMERGENCY VEHICLES.
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFF1CTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MIA[ERIAL, MLD, 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 PRIOI APPROVAL OF THE CITY INSPECTOR.
21 A GEOTECIINICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THATPORTION OF THE WORK UNTIL THE
SPECIFIED DENSITY IS OBTAINED.
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, ASD SWALES FROM UNDERMINING STREET
IMIPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITYENGINEER MAY REQUIRE TEMPORARY
NON-ERODEABLE SWALES ENTERING OR LEAVING IMIPROVBIENTS.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GLADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE C)NTRACTOR SHALL PROVIDE A TERMINAL
CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150FEET FROM THE DOWNSTREAM MANHOLE,
SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT.
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELLAND SPIGOT OR BAND SEAL TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND;HALL CONFORM TO THE PROVISIONS OF
THE ASTM DESIGNATION C700 FOR V.C.P.
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THEDAY WITHOUT PRIOR APPROVAL OF THE
CITY ENGINEER.
IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
SEWER VPROVEMENT PLANS
FOR
7807 JUNIPERAVENUE
LOCATED WITHIN THE NE 4 OF THE SE 4 OF SECTION 6, TOWNSHIP 1 'SOUTH, RANGE 5 WEST
OF THE SAN BERNARDINO BASE AND MERIDIAN
MILLER
AVENUE
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PROJECT SITE
JUNIPER AVENUE
FAIRFAX
SIERRA AVENUE
MALAGA ST
BARBEE ST
REED STREET
VICINITY MAP
NOT TO SCALE
THE THOMAS GUIDE 2007
SAN BERNARDINO COUNTY, PAGE 574,
COORDINATE J-7
SEWER GENERAL NOTES CONT.:
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 CONfiECTIONS 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 UNDERALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT.
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.
UTILITY CONTACTS
LECTRICITY
:OUTHERN CALIFORNIA EDISON CO.
D0 N. PEPPER AVE.
iIALTO, CA 92376
NDERGROUND: (909) 357-6233
RANSM I SS I ONS: (909) 875-5100
I I PEL I NES: ( 213) 657-1233
DISTRIBUTION: (909) 357-6233
IAS
0UTHERN CALIFORNIA GAS CO.
981 LUGONIA AVE.
EDLANDS, CA. 92374
1TTN: JOHN OATES
IAERGENCIES: (800) 427-2200
IATER
EST SAN BERNARDINO COUNTY
'ATER DISTRICT
.55 WEST BASELINE, P.O. BOX 920
tIALTO, CALIFORNIA 92377-0920
909) 875-1804
IAC I F IC BELL
025 LA PALMA STREET
ANAHEIM, CA. 92807
714) 237-6146
TTN: DELIA LERMA
EWER
IITY OF FONTANA
053 SIERRA AVENUE
1.0. BOX 518
IONTANA, CA 92335
909) 350-6632
(OMCAST CABLEVISION
205 DUPONT AVE
INTAR I O , CA 91761
909) 390-4738
CONTACT: JACK HAYES
R/W
PROFILE SCALE:
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VERT: 1" = 2'
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LINE/CURVE DATA TABLE
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BEARING/DELTA
RADIUS
LENGTH
TANGENT
1
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--
29.38'
--
SCALE: 1"=20'
CONSTRUCTION NOTES & QUANTITIES UNIT QTY.
OINSALL 8" VCP EXTRA STRENGTH SEWER PER CITY OF FONTANA
STAIDARDS AND SPECIFICATIONS.
LF
27•38
Q2 INSALL STANDARD CAST— I N—PLACE MANHOLE PER SEWER PER
CITE OF FONTANA STANDARD N0. 2001.
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PRECISE GRADING PLAN
DR NO. 13-001
BENCHMARK:
Elevations as shown hereon
are in terms of the National
Geodetic Vertical Datum of
1929 based locally upon the
following City of Fontana
Bench marks:
#264 ELEV=1321.020'
BASIS OF BEARING:
Bearings and coordinates as shown hereon are in terms of the
California Coordinate System of 1983 (Epoch 2007.00), Zone
5; based locally upon the folloving Continuously Operating
Reference Stations as published by the NGS:
Name
(ft)Accuracy
EWPP
RTHS
Northing :ft)Easting (ft) Ellipse Hgt.
186063942 6705287.17 1084.17
185545416 6757466.08 1078.27
REV.
REVISION DESCRIPTION DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF TI -E REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY EJGINEER
MAY REQUIRE REVISIONS TO TIE PLANS
TO BRING THEM INTO CONFORIANCE WITH
CONDITIONS AND STANDARDS V EFFECT.
■ ■ ■
CONSULTING
A : Company
aker
PLANNING ■ DESIGN ■ CONSTRUCTION
3210 EAST GUASTI ROAD. { SUITE 100
ONTARIO. CALIFORNIA 91761
909.974.4900 - FAX 909.974.4004 • wwvw.RBF.00m
PREPARED UND )/THE SUPERVISION OF:
►-
MICHAEL S. SUTTON, RCE 57667
12..3-I4
IDATE:
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENTS
DRAWN BY:
STAFF
DESIGNED BY.
CN
CHECKED BY:
MSS
JU ' - ' AVENUE
APOVED Bim,
ITY ENGINEER RCE 51152
./7(11
DATE:
SCALE:
AS SHOWN
JOB NUMBER
141967
DRAWING NO
5185
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