HomeMy WebLinkAbout5462-1GENERAL 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
DEVELOPMENT 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 SURVEYCONTROL, 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 DOWNSTREAM 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.
BENCHMARK
GLO CORNER INTERSECTION CITRUS AND BASELINE
I. D. 357 YEAR 9/67
ELEV. 1395.00 FEET
LEGEND
SEWER IMPROVEMENT PLANS
— — -— — CENTERLINE
JUNIPER AVENUE & ATHENS LANE PROPERTY LINE
.CITY OF FONTANA FL FLOWLINE
TC TOP OF CURB
PARCEL MAP 18420
EP EDGE OF PAVEMENT
-----------SS------SEWER LINE
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY STA. STATION
ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING
FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. PROP. PROPOSED
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE EXIST. EXISTING
APPROVED BY THE CITY ENGINEER.
L.S. LANDSCAPE
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE UTILITY CONTACTS:
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. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES
OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR
31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF TO COMMENCING CONSTRUCTION.
THE SEWER LATERAL.
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, AT&T (510) 645-2929
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. CITY OF FONTANA: (909) 350-7610
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, TIME WARNER CABLE. • (909) 975-3398
INSPECTED AND APPROVED.
SOUTHER CALIFORNIA GAS COMPANY.• (909) 335-7583
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF FONTANA WATER COMPANY.- (909) 201-7333
STREETS. SOUTHERN CALIFORNIA EDISION COMPANY.• (909) 928-8270
35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO INLAND EMPIRE UTILITIES AGENCY- (909) 993-1600
PLACEMENT.
36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. PRIVATE ENGINEER'S NOT/CE TO CONTRACTOR:
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, The existence and location of any underground utility pipes and/or structures
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC shown on these plans were obtained by a search of the available records. These
ENGINEER. locations are approximate and shall be confirmed by the contractor so that any
necessary adjustment can be made in alignment and/or grade of the proposed
38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO improvement. The contractor is required to take due precautionary measures to
SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. protect any utility lines shown and any other lines not on record or not shown on
these plans.
Construction contractor agrees that in accordance with generally accepted
construction practices, he will be required to assume sole and complete
responsibility for job site conditions during the course of construction of the
project, including the safety of all persons and property. This requirement shall be
made to apply continuously and not be limited to normal working hours.
Construction contractor further agrees to defend, indemnify and hold design
professional harmless from any and all liability, real or alleged, in connection with
the performance of work on this project, excepting liability arising from the sole
CONSTRUCTION NOTES QTY'S negligence of the design professional.
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DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
01 INSTALL STANDARD 48" CAST IN PLACE MANHOLE FOR SEWER PER CITY OF FONTANA STANDARD PLAN NO. 2001. 2
22) CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN 175 L.F.
Q INSTALL 4" SEWER LATERAL HOUSE CLEANOUT AND CLEANOUT BOX PER CITY OF FONTANA STANDARD PLAN 2005 AND 209€6, 136 L.F.
® REMOVE AND REPLACE EXISTING A.C. PAVEMENT AND REPAIR TRENCH PER CITY OF FONTANA STANDARD NO. 1008 16 L. F.
AND DETAIL ';4"
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
REV. RL -ANS TO BRING THEM INTO CONFORMANCE WITH
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
Prepared Under The Supervision Of
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ENGINEERING, INC.
4* 7340 E. FLORENCE AVENUE, SUITE. 211
c3 ��' Cyd DOWNEY, CA 90240 DRAWN BY:
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(562) 309-8161 FAX DESIGNED BY:
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lgTE Of CAL*pp�\ I / � .Date :340-16 CHECKED BY:
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CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
SCALE:
PARCEL MAP 18420 AS SHOWN
GENREAL NOTES & CONSTRUCTION NOTES DATE:
3-30-2016
APPROVED Y: DRAWING NO.:
DATE: . /�� 5462
I IC. E. 5 11 2