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SECTION 8, R5W, TlS
ELECTRICITY:
SOUTHERN CALIFORNIA EDISON CO,
DISTRIBUTION PLANNING
7951 REDWOOD AVENUE
FONTANA, CA 92335
PHONE: (909) 357-6221
CONTACT: JOHN RUSSELL
GAS:
SOUTHERN CALIFORNIA GAS CO.
DISTRIBUTION PLANNING
16231 VALLEY BOULEVARD
FONTANA CA, 92335
PHONE: (909) 428-8411
CONTACT: GREG GASPER
WATER:
FONTANA WATER COMPANY
8440 NUEVO AVENUE
FONTANA CA, 92334
PHONE: (909) 882-2201
SEWER:
CITY OF FONTANA
8353 SIERRA AVENUE
P.O. BOX 518
FONTANA CA, 92335
THE RELATED COMPANIES OF CALIFORNIA
18201 VON KARMAN AVE.
SUITE 400
IRVINE, CA 92612
PHONE: (949) 660-7272
FAX: (949) 660-7273
ENGINEER / REPRESENTATIVE:
CAITY EilGINEERING GRCIIIP INC.
2020 IOWA AVE. SUITE 102
RIVERSIDE CA 92507
PHONE: (909) 683-5234
FAX: (909) 683-5301
MARKS CABLEVISION:
FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT
4240 HALLMARK PARKWAY
SAN BERNARDINO, CA 92407
PHONE: (909) 880-0220
CONTACT: JOE DEARMAN
VERIZON CALIFORNIA, INC.:
13911 PARK AVENUE
SUITE 200
VICTORVILLE, CA 92392-2407
PHONE: (760) 245-0846
CONTACT: IVAN ROBIDOUX
WILTEL, INC.:
FIBER-OPTIC TELECOMMUNICATIONS
LAS VEGAS, NEVADA TO LOS ANGELES, CA
UPLAND, CA 91786
P.O. BOX 21348, MID 26-3
TULSA, OK 74121
PHONE: (918) 588-3397
PHONE: (909) 947-9441 (LOCAL CONTACT)
LOCAL CONTACT: JERRY KENNEDY
INDEX MAP_
CONSTRUCTION NOTES & QUANTITIES
INSTALL 8" EXTRA STRENGTH VCP 46 LF,
INSTALL 6" SEWER LATERAL PER CITY STD, DETAIL NO. 125 Ek
CONSTRUCT STANDARD MANHOLE PER CITY STD. DETAIL NO. 110 1 EA.
SCALE: 1"=50'
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30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE
GROUNDSURFACE. 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 ANFACE OF THE CURB AT THE LOCATION OF
THE SEWER LATERAL.
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 PRIOR TO
SHEET No. DESCRIPTION PLACEMENT.
1 TITLE SHEET
2 SEWER PLAN 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.
GENERAL NOTES
FOR
SEWER IMPROVEMENT PLA -1
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE crry OF FONTANA STANDARD PLANS,
THE CONTRACT PROVISIONSNND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION ("GRE EN BOOK"), ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE
LATEST EDITION UNLESS OTHERWISE NOTED,
2 WHENA 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 CONFLICTTO T14E CITY ENGINEER FOR RESOLUTION.
3 ALL MATERIALS AND METHODS ARE SUBJEC"IT TO THE APPROVAL OF THE CITY ENGINEE&
4 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 TOTHE
START CSF' ANY IVORKIN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5 THE C0NTRAcrOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED INTHE 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 TIME S.
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION ORTRENCH 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) FEETIN DEpq'il SHALLBE
GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE
RE QUIREMENTS 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.
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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 CONSTR`UCTT*N.
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A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
RESIDENTS AND EMERGENCY VEHICLES.
18 T&EG4,11TRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALI, TIMES.
19 THE, CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILTOR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO T14E RIGHT OF WAY DURING
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
20 NO TRENCH BACKFILL SHALLTAKE 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.
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23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FlNf;SH TO MATCH
EXISTING CONCRETE.
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINA
CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOL
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 CONFORMTO 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 WITHFLEXIBLE COMPRESSION JOINTS SHALL BE USEDATMANHOLE WALLS TO
ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT,
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