HomeMy WebLinkAbout5502-1GENERAL 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 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 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 EXCAVATION FOR THE PROPOSED SEWER LATERAL LINES COULD AFFECT MWD'S
FACILITIES. THEREFORE, THE CONTRACTOR IS REQUIRED TO SUBMIT AN ENGINEERED
SHORING DESIGN TO MWD FOR REVIEW AND ACCEPTANCE A MINIMUM OF 30 DAYS BEFORE
THE SCHEDULED START OF EXCAVATION. EXCAVATION MAY NOT BEGIN UNTIL MWD
ACCEPTS THE SHORING DESIGN. THE SUBMITTAL MUST COVER ALL REQUIRED TRENCHES,
PITS, AND TUNNELING OR JACKING OPERATIONS AND INCLUDE ANY RELATED
CALCULATIONS.
SP
TRA
I —
GENERAL SEWER NOTES CONT:
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
CASA GRANDE AVENUE
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 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.
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.
�TRAC;T
VICINITY MAP
QUANTITIES:
�J
0,1
TOP OF STRUCTURAL
OINSTALL
PAVEMENT SUBGRADE
— — 86 L.F.
3" MAX. SIZE NATIVE
TRACT -MM -17165
INDEX MAP
SCALE 1"=200'
INSULATOR (TYP)
SEE NOTE 5 —\
END SEAL
(TYP)
CASING TO BE FILLED
WITH LEAN GRO
12" 12" A 12"
CASING DETAIL \� PIPELINE CENTERED IN CASING
NTS
CENTER INSULATORS ON EACH
PIPE SECTION
USE POLYETHYLENE CASING INSULATORS
WITH POLYETHYLENE SKIDS. HDPE PIPE
CASINGS SHALL BE FUSION WELDED AT
ALL JOIN POINTS.
PIPE CENTERED IN CASING
SIZE PER PLAN
HDPE PIPE CASING; SIZE &
THICKNESS PER PLAN
S
SECTION A—A
NTS
NOTES:
1. ALL HDPE PIPE CASING JOINTS SHALL BE FUSION WELDED FULL CIRCUMFERENCE.
2. PERIPHERY OF CASING TO BE PRESSURE GROUTED.
3. CARRIER PIPE SHALL BE AIR TESTED PRIOR TO FILLING CASING WITH GROUT OR BLOWN SAND.
4. UPSTREAM AND DOWNSTREAM ELEVATIONS TO BE VERIFIED PRIOR TO FILLING CASING.
5. SPACING BETEWEEN THE CASING INSULATORS SHALL BE PER THE MANUFACTURERS
RECOMMENDATIONS EXCEPT THAT THERE SHALL BE AT LEAST 3 CASING INSULATORS PER PIPE
SECTION, ONE 12" FROM EACH JOINT AND ONE CENTERED. ADDITIONALLY, ONE INSULATOR SHALL BE
INSTALL 12" FROM EACH END OF THE CASING.
6. BOTH ENDS OF THE CASING BETWEEN THE CASING AND CARRIER PIPE SHALL BE SEALED
WATERTIGHT USING AN END SEAL. BANDS SHALL BE TYPE 304 STAINLESS STEEL.
M.W.D. CONSTRUCTION NOTES:
CASING DETAIL
NTS
1. NOTIFY MR. JESSE FRANCO JR. OF M.W.D.'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909)392-7184,
AT LEAST TWO (2) WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE VICINITY OF
MWD'S FACILITIES AND RIGHT-OF-WAY.
2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM 4 FEET OF COVER, DURING
CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN
THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE,
PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE.
3. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE
PIPELINE MUST BE SUBMITTED FOR M.W.D.'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR TO
CONSTRUCTION.
4. ALL M.W.D.'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCTION WORK. WHEN A
MANHOLE OR OTHER M.W.D. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, THE
FACILITY SHALL BE MODIFIED BY M.W.D. FORCES.
5. THE FOLLOWING LOADING RESTRICTIONS APPLY:
RIALTO PIPELINES
THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY MODE WITHIN 30
FEET OF THE CENTERLINE OF THE PIPELINE. WHEN THE COVER IS A MINIMUM OF 4 FEET AND NO
GREATER THAN 10 FEET, ALL OF THE EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPERATE OVER THE
RIALTO PIPELINE.
WHEN THE COVER IS A MINIMUM OF 5 FEET AND NO GREATER THAN 10 FEET, AND WHEN THE GROUND IS
MAINTAINED IN A SMOOTH CONDITION WITH A UNIFORM SLOPE FOR THREE VEHICLE LENGTHS ON EACH
SIDE OF THE PIPELINE, LOADED CAT SCRAPERS MAY OPERATE OVER THE RIALTO PIPELINE.
EQUIPMENT THAT IMPOSE LOADS GREATER THAN THOSE OF AN AASHTO H-20 VEHICLE MUST NOT BE
OPERATED WITHING 20 FEET OF THE EXISTING MANHOLES STRUCTURES.
TYPICAL BEDDING FOR
VCP SEWER
NOT TO SCALE
VICINITY MAP
QUANTITIES:
NTS
INSTALL 18" EXTRA STRENGTH V.C.P. SEWER— — — — — — — — — — —
TOP OF STRUCTURAL
OINSTALL
PAVEMENT SUBGRADE
— — 86 L.F.
3" MAX. SIZE NATIVE
PRECAST CONCRETE MANHOLE PER — — — — — — — — —
SOIL COMPACTED 95%
NOTES:
CITY OF FONTANA STD. PLAN NO's. 2000, 2001 & 2003. (ID=60")
6" MIN.
6" MIN,
1. TRENCH WIDTH SHALL BE CONTROLLED 10" MAX.
10" MAX.
TO TOP OF PIPE ZONE.
10" V.C.P. PLUG --------------------
2. TRENCH DEPTHS OF GREATER THAN 5'
O6
SHALL HAVE ADEQUATE SHORING.
1:1 SLOPE OR FLATTER
3. CLASS II AGG. BASE ALL TRENCHES
OR ADEQUATE SHORING
LESS THAN 100' IN LENGTH. 6" MAX. SIZE
1" MAX. SIZE
NATIVE SOIL
4. COMPACTION SHALL BE 90% IN ALL COMPACTED 90%
SELECTED NATIVE
ZONES UNLESS OTHERWISE SPECIFIED.
BEDDING COMPACTED
TRENCH STABILITY SHALL CONFORM
TO 90%
TO CAL -OSHA REQUIREMENTS.
— — _ 70 L.F.
5. THE SEWER PLUMBER SHALL VERIFY THE
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ULTIMATE BACKFLOW PREVENTION VALVE
VCP SEWER
w o
a
BEDDING MATERIAL SHALL MEET
a O
OR EXCEED SECTION 306-1.2.1,
a °
STD. SPECS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION.
LOCALLY EXCAVATED NATIVE MATERIALS
MAY BE BLENDED TO THE REQUIRED
SAND EQUIVALENCY OF 30 OR GREATER
TYPICAL BEDDING FOR
VCP SEWER
NOT TO SCALE
OWNER/DEVELOPER
NORTH FONTANA INVESTMENT CO., LLC
1156 N. MOUNTAIN AVE.
UPLAND, CA 91786-0670
PHONE: 909.985.0971
CONTACT: STACEY SASSAMAN
MADOLE AND ASSOCIATES, INC.
9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA 91730
PHONE: 909.481.6322
FAX: 909.481.6320
CONTACT: MARK BERTONE
M1f����1�_��I_Z��II�I�����II��_�IC�7�i���l
SEWER
CONSTRUCTION NOTES
QUANTITIES:
1O
INSTALL 18" EXTRA STRENGTH V.C.P. SEWER— — — — — — — — — — —
— — 1705 L.F.
OINSTALL
10" EXTRA STRENGTH V.C.P. SEWER— — — — — — — — — — —
— — 86 L.F.
OCONSTRUCT
PRECAST CONCRETE MANHOLE PER — — — — — — — — —
— — 6 EA.
SOUTHERN CALIFORNIA GAS COMPANY
CITY OF FONTANA STD. PLAN NO's. 2000, 2001 & 2003. (ID=60")
16231 VALLEY BLVD.
OINSTALL
12" V.C.P. PLUG — — — — — — — — — — — — — — — — —
— — 1 EA.
O5INSTALL
10" V.C.P. PLUG --------------------
1 EA.
O6
INSTALL 15" EXTRA STRENGTH V.C.P. SEWER — — — — — — — —
— — 86 L.F.
O7INSTALL
15" V.C.P. PLUG _------------------_
1 EA.
O8
INSTALL 36" HDPE, DR 11 PIPE CASING PER DETAIL ON THIS SHEET. _ — —
— — _ 70 L.F.
O9
INSTALL 12" EXTRA STRENGTH V.C.P. SEWER — _ — — — — — — — —
— _ 97 L.F.
10
INSTALL 30" HDPE, DR 11 PIPE CASING PER DETAIL ON THIS SHEET. _ — —
— — _ 70 L.F.
11
CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008. _
— — _ 13,920 S.F.
OWNER/DEVELOPER
NORTH FONTANA INVESTMENT CO., LLC
1156 N. MOUNTAIN AVE.
UPLAND, CA 91786-0670
PHONE: 909.985.0971
CONTACT: STACEY SASSAMAN
MADOLE AND ASSOCIATES, INC.
9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA 91730
PHONE: 909.481.6322
FAX: 909.481.6320
CONTACT: MARK BERTONE
M1f����1�_��I_Z��II�I�����II��_�IC�7�i���l
SEWER
ELECTRIC
CITY OF FONTANA
SOUTHERN CALIFORNIA EDISON COMPANY
8353 SIERRA AVENUE
7951 REDWOOD AVE.
FONTANA, CA 92335
FONTANA, CA. 92336
PHONE: 909.350.6632
PHONE: 909.357.6221
GAS'
WATER:
SOUTHERN CALIFORNIA GAS COMPANY
WEST VALLEY WATER DISTRICT
16231 VALLEY BLVD.
855 W. BASELINE ROAD
FONTANA, CA 92335
RIALTO, CA 92377
PHONE: 909.428.8411
PHONE: 909.875.1361
CABLE:
TIME WARNER CABLE
METROPOLITAN WATER DISTRICT
1205 DUPONT AVENUE
WATER SYSTEM OPERATION GROUP
ONTARIO, CA. 91761
ATTN: JESSE FRANCO JR.
PHONE: 909.390.4738
909.392.7184 OR CELL: 818.468.5188
TELEPHONE:
AT&T
11464 TELEGRAPH ROAD
SANTA FE SPRINGS, CA 90670
PHONE: 714.666.5415
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