HomeMy WebLinkAbout2838-2PROJECT SPECIFIC NOTES:
1. GENERAL
CONTRACTOR IS ADVISED THAT THE COUNTY OF SAN BERNARDINO WILL BE
CONSTRUCTING STREET IMPROVEMENTS ALONG SLOVER AVENUE FROM CHERRY AVENUE
TO HEMLOCK AVENUE. PRIOR TO BEGINNING SEWER CONSTRUCTION, COUNTY WILL CLEAR
RIGHT-OF-WAY, INCLUDING RELOCATION OF EXISTING POWER AND UTILITY POLES. UPON
COMPLETION OF RIGHT-OF-WAY CLEARING, THE CITY WILL ISSUE A NOTICE TO PROCEED.
THE COUNTY'S CONTRACTOR WILL PERFORM INITIAL SITE CLEARING AND GRUBBING FOR
COUNTY'S STREET IMPROVEMENT CONSTRUCTION PRIOR TO CITY'S CONTRACTOR
MOBILIZATION. CITY CONTRACTOR SHALL PERFORM ADDITIONAL CLEARING AND GRUBBING
AS REQUIRED FOR SEWER CONSTRUCTION.
CITY WILL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF SAN BERNARDINO
TRANSPORTATION DEPARTMENT (FOR WORK TO BE PERFORMED WITHIN COUNTY
RIGHT-OF-WAY) AND CITY WILL OBTAIN PERMISSION FROM UNION PACIFIC RAILROAD
(FOR WORK ACROSS RAILROAD TRACKS). CONTRACTOR SHALL ENTER INTO A
"CONTRACTOR'S RIGHT OF ENTER AGREEMENT" NTH U.P.R.R. PRIOR TO BEGINNING
CONSTRUCTION ACROSS U.P.R.R. TRACKS. A COPY OF SAID AGREEMENT APPLICATION IS
ENCLOSED IN THE SPECIFICATIONS. CONTRACTOR SHALL PERFORM ALL WORK IN
ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF SAID PERMIT AND U.P.R.R.
AGREEMENT.
CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC AT ALL TIMES DURING
CONSTRUCTION UNLESS OTHERWISE SPECIFIED OR PERMITTED BY THE CITY. NO CLOSURE
OF SLOVER AVENUE WILL BE PERMITTED. CONTRACTOR SHALL FURNISH TRENCH
PROTECTION AS REQUIRED TO CONSTRUCT SEWER AND MAINTAIN TRAFFIC MOVEMENT.
SLOVER AVENUE IS A BUS ROUTE FOR OMNITRANS AND FONTANA UNIFIED SCHOOL
DISTRICT. CONTRACTOR SHALL ACCOMMODATE BOTH AS REQUIRED TO MAINTAIN SERVICE.
2. NOTIFICATIONS
ONE MONTH PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL POST
CONSTRUCTION NOTICE SIGNS SPECIFYING DATES WHEN CONSTRUCTION WILL BEGIN AND
CONTRACTOR'S NAME AND PHONE NUMBER.
IN ADDITION TO NOTIFICATIONS SPECIFIED IN THE CONSTRUCTION SPECIFICATIONS
(GENERAL CONDITIONS, UTILITY REQUIREMENTS), CONTRACTOR SHALL NOTIFY RESIDENTS
AND COMMERCIAL ESTABLISHMENTS OF IMPENDING WORK. PRINTED NOTICES, PROVIDED
BY CITY, SHALL BE DELIVERED TO ALL RESIDENTS AND COMMERCIAL ESTABLISHMENTS IN
THE VICINITY OF THE WORK AT LEAST SEVEN DAYS IN ADVANCE OF CONSTRUCTION.
SAID NOTICES SHALL FIRST BE APPROVED BY THE CITY AND SHALL CONTAIN A GENERAL
DESCRIPTION OF THE WORK, DATES WORK WILL BE PERFORMED, DESCRIPTIONS OF AREAS
WHERE TRAVEL AND PARKING WILL BE RESTRICTED, AND NAMES OF STREETS WHICH WILL
BE CLOSED TO THROUGH TRAFFIC OR WHERE TRAFFIC WILL BE RESTRICTED.
IF THE CITY OR COUNTY RECEIVES COMPLAINTS FROM INDIVIDUALS AFFECTED BY
CONSTRUCTION, CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO CORRECT THE
SITUATION AS DIRECTED BY THE CITY. IF CONTRACTOR RECEIVES COMPLAINTS DIRECTLY,
HE SHALL REPORT SAME IMMEDIATELY TO THE CITY. THEREAFTER, HE SHALL TAKE
IMMEDIATE ACTION TO CORRECT THE SITUATION AS DIRECTED BY THE CITY.
3. MANHOLE GRADE ADJUSTMENT
CONTRACTOR SHALL INSTALL NEW MANHOLE SHAFTS TO 12" BELOW PROPOSED FINISH
GRADE AND PLACE MANHOLE FRAME AND COVER. CONTRACTOR SHALL FURNISH GRADE
RINGS TO COUNTY FOR FINAL GRADE ADJUSTMENT.
4. BACKFILL
FOR SOUTHERLY SEWER EXTENSIONS AND SOUTHERLY SEWER LATERALS, CONTRACTOR
SHALL USE 1 SACK CEMENT SAND SLURRY BACKFILL FROM ABOVE THE PIPE ZONE TO
ASPHALT CONCRETE SUBGRADE.
WHERE PROPOSED SEWER CROSS BENEATH EXISTING WATERLINES (4" MINIMUM
DIAMETER), CONTRACTOR SHALL INSTALL 1 SACK CEMENT SLURRY BACKFILL FROM TOP
OF SEWER TRENCH PIPE ZONE TO SPRING LINE OF EXISTING WATER LINE AND INSTALL
CLEAN SAND BEDDING TO 6" OVER EXISTING WATERLINE. BEDDING SHALL BE A MINIMUM
12" EACH SIDE OF WATERLINE.
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Underaround Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
a� r CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
5. EXISTING WATER METERS
CONTRACTOR SHALL SUPPORT EXISTING WATER METERS IN PLACE. IF METER BOXES
REQUIRE REMOVAL TO FACILITATE SEWER CONSTRUCTION, CONTRACTOR SHALL DO SO
AND REPLACE IT AFTER CONSTRUCTION IS COMPLETE.
6. SEWER LATERALS
APPROXIMATE LOCATIONS OF LATERALS ARE SPECIFIED ON THE CONSTRUCTION
DRAWINGS. CONTRACTOR SHALL COORDINATE WITH CITY AND EACH PROPERTY OWNER TO
DETERMINE PRECISE LOCATIONS. THEREAFTER, CONTRACTOR SHALL CONSTRUCT LATERAL
FROM PROPOSED SEWER TO EXISTING RIGHT-OF-WAY AT THE LOCATIONS SPECIFIED.
IN ACCORDANCE WITH STATE DEPARTMENT OF HEALTH SERVICES REQUIREMENTS,
LATERALS SHALL BE CONSTRUCTED A MINIMUM OF 10' FROM EXISTING PARALLEL WATER
FACILITIES.
7. RESTORATION REQUIREMENTS
CONTRACTOR SHALL PROTECT EXISTING CURB, GUTTER, AND SIDEWALK IN PLACE DURING
SEWER CONSTRUCTION. IF CURB, GUTTER, AND/OR SIDEWALK IS DAMAGED DURING
CONSTRUCTION, CONTRACTOR SHALL REPLACE SAME TO LIMITS SPECIFIED BY CITY.
CONTRACTOR SHALL, AS A MINIMUM, HAVE ACCOMPLISHED BY THE END OF EACH WORK
DAY (4:00 P.M.) THE FOLLOWING:
A. PLATE OPEN EXCAVATIONS (30' MAXIMUM). TEMPORARY ASPHALT CONCRETE SHALL
BE PLACED AROUND PLATES FOR SMOOTH TRANSITION (WHERE APPLICABLE).
B. FILL ALL REMAINING EXCAVATIONS WITH COMPACTED BACKFILL AND PLACE 2"
MINIMUM TEMPORARY ASPHALT CONCRETE PAVEMENT IN ALL AREAS WHERE EXISTING
PAVEMENT WAS REMOVED AND AT ALL DRIVEWAYS. SAID PAVEMENT SHALL BE
COMPACTED, ROLLED SMOOTH AND FLUSH WITH ADJACENT PAVEMENT SUFFICIENT TO
SUPPORT TRAFFIC. SAID PAVEMENT MAY BE PLACED COLD PROVIDED IT IS PLACED
SMOOTH AND FLUSH WITH ADJACENT EXISTING PAVEMENT AND ROLLED WITH A STEEL
WHEELED PAVEMENT ROLLER, AND PROPERLY MAINTAINED.
C. REMOVE ALL DEBRIS, CONSTRUCTION MATERIALS, AND EQUIPMENT FROM PUBLIC
STREETS, CONSTRUCTION RIGHT-OF-WAY, AND PRIVATE PROPERTY.
D. CLEAN (INCLUDING SWEEPING AND WASHING) ALL STREETS, DRIVEWAYS, GUTTERS,
SIDEWALKS, AND ALL OTHER WORK AREAS. (CONTRACTOR MAY BE REQUIRED TO WASH
AND/OR SWEEP WORK AREAS MORE THAN ONCE A DAY, IF DIRECTED BY THE CITY).
E. RELOCATE ALL TRAFFIC CONTROL AS REQUIRED AND TO OPEN ALL STREETS TO
TRAFFIC.
CONTRACTOR SHALL MAINTAIN ALL TEMPORARY ASPHALT CONCRETE THROUGHOUT
THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE AT ALL
TIMES TO MAINTAIN TEMPORARY ASPHALT CONCRETE AND TRENCH BACKFILL IN
GOOD AND SAFE CONDITION. CONTRACTOR SHALL IMMEDIATELY RESPOND TO ALL
REQUESTS BY CITY FOR REMEDIAL WORK (INCLUDING WEEKENDS AND HOLIDAYS).
CONTRACTOR SHALL HAVE A CREW AVAILABLE TO RESPOND TO SAID REQUESTS.
CONTRACTOR SHALL RECYCLE ALL REMOVED ASPHALT CONCRETE PAVEMENT.
CONTRACTOR SHALL FURNISH CITY WRITTEN DOCUMENTATION THAT SAID PAVEMENT
HAS BEEN RECYCLED.
8. ASPHALT CONCRETE PAVEMENT/STRIPING/SIGNING
TEMPORARY ASPHALT CONCRETE SHALL BE INSTALLED ALONG THE SOUTH SIDE OF
SLOVER AVENUE AS SHOWN ON CONSTRUCTION DRAWINGS. LANE SHALL BE 14' IN
WIDTH. FOR ALL AREAS WHERE PROPOSED ASPHALT CONCRETE MEETS EXISTING
ASPHALT CONCRETE, SAW CUT EDGES TO NEAT VERTICAL EDGE EITHER PERPENDICULAR
TO OR PARALLEL WITH CENTERLINE. CONTRACTOR SHALL PROVIDE ALL STRIPING AS
SHOWN ON THE TRAFFIC CONTROL PLANS AND AS NECESSARY TO RELOCATE TRAFFIC
SOUTHERLY. CONTRACTOR SHALL FURNISH TRAFFIC SIGNING AS REQUIRED INCLUDING BUT
NOT LIMITED TO, BUS STOP SIGNS, SPEED LIMIT SIGNS, AND CONSTRUCTION SIGNS.
CONTRACTOR WILL LEAVE THIS ASPHALT IN PLACE FOR USE BY OTHERS.
IN ADDITION, CONTRACTOR SHALL PROVIDE TEMPORARY ASPHALT CONCRETE FOR BUS
TURNOUTS, RETURNS AND DRIVEWAYS AS DIRECTED BY CITY.
9. SEWER CONSTRUCTION SEQUENCE
CONTRACTOR SHALL CONSTRUCT SEWERS CONTINUOUSLY FROM DOWNSTREAM TO
UPSTREAM STATION.
10. TRENCHING
CONTRACTOR SHALL WHILE ACTIVELY WORKING IN CONSTRUCTION AREA, LIMIT OPEN
TRENCHES TO 100 FEET MAXIMUM. NO OPEN TRENCHES ARE PERMITTED DURING NON
WORK HOURS.
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SASE MATMIAL)
Lr) c i n SU5TE 100 CONVENTION CENTER WAY
ONTARIO, CA 91764
(909) 937-0200
CARL J. FREEMAN, R.C.E. No. 16434 DATE
EXPIRES 6-30-05
GENERAL 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. 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.
3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN
VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
4. STATIONING REFERS TO THE CENTERLINE OF STREET EXCEPT WHERE
OTHERWISE NOTED.
5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
PRIOR TO PAVING OF STREETS.
6. 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.
7. ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL BE
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF
PAVING.
8. 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.
9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER FOR RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
ENGINEER.
10. WHEN 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.
11. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW PERMANENT
ASPHALT PAVEMENT PRIOR TO PLACEMENT.
12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO MATCH EXISTING CONCRETE.
13. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
14. 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.
15. 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.
16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF
THE CITY INSPECTOR.
17. 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.
18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
19. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF
THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
CITY ENGINEER.
21. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO PLAN
GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF
BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
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. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND
ALL AFFECTED AGENCIES IMMEDIATELY.
24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
ENGINEER.
25. 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.
26. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND
BUSINESSES AT ALL TIMES. A MINIMUM TWELVE FOOT LANE SHALL BE
MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND
EMERGENCY VEHICLES.
27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY
WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
28. 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.
29. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT
THE LOCATION OF THE SEWER LATERAL.
30. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL
PROVIDE A TERMINAL CLEAN OUT AT THE PHASE BOUNDARY, NOT MORE THAN 150
FEET FROM THE DOWNSTREAM MANHOLE. SEE CITY OF FONTANA STANDARD DETAIL
FOR TERMINAL CLEAN OUT.
31. ALL HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS
OTHERWISE APPROVED BY THE CITY ENGINEER.
32. 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.
33. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF
DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
34. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT
MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
35. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
36. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE
SATISFACTION OF THE CITY TRAFFIC ENGINEER.
37. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR
APPROVAL OF THE CITY ENGINEER.
SELECT P
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PROPOSED VCP
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SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1 /2"
-
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100
3/4"
90 - 100
1/2"
30 - 60
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NO. 8
ASTM C 131
TEST GRADING
B
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS
A RESULT THEREOF.
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PROJECT SPECIFIC & GENERAL NOTES
AVENUE SEWER IMPROVEMENTS
CHERRY AVE. TO HEMLOCK AVE.
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
OF
COMMENCEDATEOF APPROVAL WITHIN°s owN H°SONE
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
CITY OF FONTANA, CALIFORNIA
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SLOVER AVENUE SEWER IMPROVEMENTS
CH RRY AVE. T OCK AVE.
PRO CT ECIFI G AL NOTES
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AS SHOWN
DESIGNED BY:
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DATE
NNE 2000
CHECKED BY:
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NNEE R.C.No. 5 15
NO.:
2838
2
8
LDK JOB #: 124-06
1113-S