HomeMy WebLinkAbout2767-2Protect Soocific Notes
CONTRACTOR IS ADVISED THAT THE COUNTY OF SAN BERNARDINO WILL
BE CONSTRUCTING STREET IMPROVEMENTS ALONG SLOVER AVENUE
BETWEEN HEMLOCK AND POPLAR AVENUES, ONCE THE COUNTY'S
CONTRACTOR HAS CLEARED RIGHT-OF-WAY, THE CITY WILL ISSUE
NOTICE TO PROCEED. CONTRACTOR SHALL COORDINATE NTH COUNTY'S
CONTRACTOR TO ENSURE CONSTRUCTION PROCEEDS EFFICIENTLY.
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). CONTRACTOR SHALL PERFORM ALL WORM
IN ACCORDANCE NTH AL APPLICABLE PROVISIONS OF SAND P€RMT.
CONTRACTOR SHALL MANTAIN TWO LANES OF TRAFFIC AT ALL TIES DURMrG
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.
L NOT'WICAT10W
IN ADDITION TO NOTIFICATIONS SPECIFIED IN THE CONSTRUCTION
SPECIFICATIONS (GENERAL CONDITIONS, UTILITY REQUIREMENTS),
CONTRACTOR SHALL NOTIFY RESIDENT 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.
tf THE CITY OR COUNTY RECEIVES COMPLAINTS FROM MVIDUALS 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.
StOVER AVENUE IS A BUS ROUTE FOR OMNITRANS AND FONTANA UNIFIED
SCHOOL DISTRICT. CONTRACTOR SHALL ACCOMMODATE BOTH AS REQUIRED
TO MAINTAIN SERVICE.
S. IIA - GRAM ADMTOMM
CONTRACTOR SHALL INSTALL NEW MANHOLE SHAFTS TO 12" BELOW PROPOSED
FINISH GRADE AND STEEL PLATE MANHOLE SHAFT. CONTRACTOR SHALL FURNISH
GRADE RINGS AND MANHOLE FRAMES AND COVERS FOR FINAL GRADE ADJUSTMENT.
4. BACKPILL
FOR SOUTHERLY SEWER EXTENSIONS AND SEWER LATERALS, CONTRACTOR SHALL
USE 1 SACK CEMENT SAND SLURREY BACKFILL FROM ABOVE THE PIPE ZONE TO
ASPHALT CONCRETE SUBGRADE.
LEGEND
CENTERLINE
EDGE OF EXISTING ASPHALT CONCRETE PAVEMENT
EXIST. C & G = EXISTING CURB AND GUTTER
EXISTING DRIVEWAY
R/W EXISTING RIGHT-OF-WAY
LF LINEAR FEET
= PROPOSED SEWER
PROPOSED SEWER MANHOLE
m
SEWER FLOWLINE ELEVA11ON
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-°' SURVEY CONTROL TARGET
4-
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a- UTILITY INTERFERENCE FLAG (APPROXIMATE
a LOCATION OF INTERFERENCE WITH TYPE OF
UTILITY INDICATED BY: W -WATER; G -GAS;
T -TELEPHONE; SD -STORM DRAIN; S -SEWER;
rn E -ELECTRIC; TV -CABLE TELEVISION;
U -UNKNOWN UTILITY).
00
0
U) Underground Service Alert
L0
0 RECORD DRAWING
N SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
0 NUMBER BE ISSUED BEFORE A PERMIT TO
N o EXCAVATE WILL BE VALID
'0 FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
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L SEWER LATERAL$
APPROXIMATE LOCATIONS OF LATERALS ARE SPECIFIED ON THE CONSTRUCTION
DRAWINGS. CONTRACTOR SHALL COORDINATE WITH CITY AND EACH PROPERTY
DETERMINE PRECISE LOCATIONS. THEREAFTER, CONTRACTOR SHALL CONSTRUCT
OWNER TO LATERAL FROM PROPOSED SEWER TO EXISTING RIGHT-OF-WAY AT
THE LOCATIONS SPECIFIED.
CONTRACTOR SHALL PROTECT EXISTING CURB AND GUTTER IN PLACE DURING
SEWER CONSTRUCTION. IF CURB AND GUTTER IS DAMAGED DURING CONSTRUCTION,
CONTRACTOR SHALL REPLACE SAME TO LIMITS SPECIFIED BY CITY.
CONTRACTOR MALL, AS A MINIMUM, HAVE ACCOMPLISHED 0Y THE END Of
EACH WORK DAY (4:00 P.M.) THE FOLLOWMPNG:
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 r
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.
TEMPORARY ASPHALT CONCRETE SHALL BE INSTALLED ALONG THE SOUTH
SIDE OF SLOVER BETWEEN BEECH AVENUE AND POPLAR AVENUE WHERE
REQUIRED. LANE SHALL BE 12' IN WIDTH. CONTRACTOR SHALL PROVIDE ALL
STRIPING 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,
CONTRACTOR SHALL CONSTRUCT SEWERS IN PHASES AS FOLLOWS:
PHASE I HEMLOCK AVENUE TO BEECH AVENUE
PHASE II BEECH AVENUE TO ELM AVENUE
PHASE III ELM AVENUE TO POPLAR AVENUE
CONTRACTOR SHALL COMPLETE SEWER CONSTRUCTION, INCLUDING SEWER
EXTENSION AND LATERAL INSTALLATIONS, COMPACTION, TESTING AND LATERAL
CONNECTIONS (IF ANY) PRIOR TO BEGINNING SUBSEQUENT PHASE.
CONTRACTOR SHALL CONSTRUCT SEWER UPSTREAM.
REVISION DESCRIPTION
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
OPERA11ON AND WATER REQUIREMENTS.
4. STA110NING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
5. ALL UNDERGROUND UMUTIES 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, CLEANOUT 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 LITH 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 -ALT 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 EXNSTWG 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. TIME 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 GEOTECHNtCAt ENGNEER SMALL CERTI" 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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iqLD41NIG SUITE 2151 CONVENTION CENTER WAY
H' ON TAR O, CA 91764
yN 909 937-0200
NO. C 21062
EXP. 9-34-M / ,rte
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DATE ENGR. CITY DATE EXPIRES: 9-30-01
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20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY
ENGINEER.
21. ADEQUATE CONSTRUC11ON 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, NCtUDING 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 1N
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. TERMINATE ALL HOUSE SEWER LATERALS 3 FEET tNStDE THE LOT WITH A PLUG 1 Y
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.
30. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
31. 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.
32. ALL HOUSE LATERALS SHALL BE INSTALLED AT A 2X MOMMUMI GRADE UNLESS
OTHERWISE APPROVED BY THE CITY ENGINEER.
33. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISITING FACILITIES,
AND VERIFY ELEVATION AN LOCATION OF CONNECTIONS. CITY APPROVAL OF
CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS
OR LOCATIONS SHOWN ON THE PLANS.
34. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE
WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
36. 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.
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. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR
APPROVAL OF THE CITY ENGIAIEER.
CONSTRUCTION NOTES FOR
SEWER IMPROVEMENTS
SLOVER AVENUE
FROM HEMLOCK AVENUE TO POPLAR AVENUE
CITY OF FONTANA, CALIFORNIA
SLOVER AVENUE SEWER
CCP CONSTRUCTION NOTES ASsHoWrt
DESIGNED BY: DAM
CCP/LIFT AUGUST, 1999
GiECKED BY: APPROVED BY i. /.9 • P > DRAWM NO -
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•
DEIM er•T/S CITY ENGINEER R.C.E 25126 DATE- 2767 a
MK 124 -os
1107-m5