HomeMy WebLinkAbout2894-2PROJECT SPECIFIC NOTES:
1. GENERAL
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 WORK IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF SAID PERMIT.
CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC AT ALL TIMES DURING CONSTRUCTION UNLESS
OTHERWISE SPECIFIED OR PERMITTED BY THE CITY. NO CLOSURE OF CHERRY AVENUE, JURUPA AVENUE
OR SLOVER AVENUE WILL BE PERMITTED. CONTRACTOR SHALL FURNISH TRENCH PROTECTION AS
REQUIRED TO CONSTRUCT SEWER AND MAINTAIN TRAFFIC MOVEMENT.
JURUPA AVENUE IS A BUS ROUTE FOR OMNITRANS AND FONTANA UNIFIED SCHOOL DISTRICT. CONTRACTOR
SHALL ACCOMMODATE BOTH AS REQUIRED TO MAINTAIN SERVICE.
POWERPOLE RELOCATIONS WILL BE THE RESPONSIBILITY OF THE UTILITY OWNER AND SHALL OCCUR PRIOR
TO THE CONSTRUCTION OF THE CHERRY AVENUE STORM DRAIN AND SEWER PROJECT.
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 FINISH GRADE AND PLACE MANHOLE FRAME AND
COVER.
4. BACKFILL
WHERE PROPOSED SEWER CROSS BENEATH EXISTING WATERLINES (4" MINIMUM DIAMETER), CONTRACTOR
SHALL WRAP EXISTING WATERLINE WITH 60 ml VISQUINE AND CRADLE EXISTING WATERLINE WITH 2" THICK
STYROFOAM TO THE SPRINGLINE. CONTRACTOR SHALL PROVIDE A PIPE SUPPORT FOR THE EXISTING
WATERLINE PER DETAIL BELOW.
NOTES
1. WIDTH OF BEAM SHALL EQUAL O.D. + 8" OF SUPPORTED PIPE.
2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM WIDTH SHALL
BE EQUAL BEDDING WIDTH.
3. IF BEAM IS PRECAST, ENDS OF BEAM SHALL BE FULLY BEDDED IN
420-C-2000 CONCRETE FOR LENGTH 18". THE BEDDING SHALL HAVE
A MINIMUM THICKNESS OF 4". CLASS'C' MORTAR SHALL BE PLACED
BETWEEN TOP OF BEAM AND SUPPORTED PIPE TO PROVIDE
MINIMUM BEARING SHOWN.
4. THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLS ARE FIRM
AND UNYIELDING.
5. MAXIMUM SPACING OF BARS SHALL BE 4" O.C.
W
i >
EXISTING A 0
CONDUIT TO U
BE SUPPORTED W
IL
18" TRENCH WIDTH
560 - B - 3250 A
REINFORCED
CONCRETE BEAM
PRIOR TO CONSTRUCTION OF PIPE SUPPORT
#4 BARS CONTRACTOR SHALL WRAP EXISTING
WATERLINE WITH 60 mil VISQUINE AND
CRADDLE EXISTING WATERLINE WITH 2"
THICK STYROFOAM BETWEEN PIPE AND
CONCRETE SUPPORT.
5. 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.
6. 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.
7. ASPHALT CONCRETE PAVEMENT/STRIPING/SIGNING
TEMPORARY ASPHALT CONCRETE SHALL BE INSTALLED ALONG CHERRY AVENUE AS SHOWN ON
CONSTRUCTION DRAWINGS. 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 WESTERLY. CONTRACTOR SHALL FURNISH TRAFFIC
SIGNING AS REQUIRED INCLUDING BUT NOT LIMITED TO, BUS STOP SIGNS, SPEED LIMIT SIGNS, AND
CONSTRUCTION SIGNS. CONTRACTOR WILL LEAVE TEMPORARY ASPHALT IN PLACE AFTER CONSTRUCTION
UNLESS OTHERWISE SPECIFIED. IN ADDITION, CONTRACTOR SHALL PROVIDE 4" THICK TEMPORARY HOT MIX
ASPHALT CONCRETE FOR BUS TURNOUTS, RETURN AND DRIVEWAYS AS DIRECTED BY THE CITY.
8. SEWER CONSTRUCTION SEQUENCE
CONTRACTOR SHALL CONSTRUCT SEWERS CONTINUOUSLY FROM DOWNSTREAM TO UPSTREAM STATION.
9. 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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1811 MIN. BEARING SHALL BERe
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PIPE SUPPORT
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SECTION 4216/4217 OF THE GOVERNMENT
SORE Y 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
REV.
REVISION DESCRIPTION
DATE I ENGR.I CITY I DATE
R/W
I
6" VCP RISER .$ .
6" 45° WYE
6" VCP LATERAL
MINIMUM 2% SLOPE
UNLESS SHOWN
OTHERWISE
N
6" LATERAL DETAIL
ESSI
FRf�� �S
U�
,C.D No. 164342
Exp. 6/30/05
CN\\-
EOFCA O
Scale: 1 " = 2'
45°-1/8BEND
18"x6" WYE,
LAID @ 45-
18" VCP SEWER MAIN
Lr)lcinG SUICO CONVENTION CEN100 TER WAY
ONTARIO, CA 91764
(909) 937-0200
L4 ¢.Z1 -os
CARL J. F N, 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. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT
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 (2) 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 FIVE (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 (2) 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 (2) 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
BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS,
MONUMENT TIES AND BENCHMARKS, 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.
CONSTRUCTION NOTES FOR
SEWER IMPROVEMENTS
FOR
CHERRY AVENUE
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 V.C.P. 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 THREE (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 THREE (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. 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 PRIOR TO
PLACEMENT.
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.
SUBGRADE
95% COMPACTED
6"
10
SELECT N ATI VE -
MATERIAL
90% COMPACTED
PROPOSED VCP
SIEVE SIZE
211 CL. PROVIDE WATER TIGHT
11/2
-
1
PLASTIC PLUG W/
SECTION A -A
l�
TIGHTENING BANDS
1/2"
30 - 60
3/8"
0 - 20
PIPE SUPPORT
N.T.S.
Undwg round Service Gert
SECTION 4216/4217 OF THE GOVERNMENT
SORE Y 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
REV.
REVISION DESCRIPTION
DATE I ENGR.I CITY I DATE
R/W
I
6" VCP RISER .$ .
6" 45° WYE
6" VCP LATERAL
MINIMUM 2% SLOPE
UNLESS SHOWN
OTHERWISE
N
6" LATERAL DETAIL
ESSI
FRf�� �S
U�
,C.D No. 164342
Exp. 6/30/05
CN\\-
EOFCA O
Scale: 1 " = 2'
45°-1/8BEND
18"x6" WYE,
LAID @ 45-
18" VCP SEWER MAIN
Lr)lcinG SUICO CONVENTION CEN100 TER WAY
ONTARIO, CA 91764
(909) 937-0200
L4 ¢.Z1 -os
CARL J. F N, 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. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT
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 (2) 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 FIVE (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 (2) 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 (2) 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
BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS,
MONUMENT TIES AND BENCHMARKS, 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.
CONSTRUCTION NOTES FOR
SEWER IMPROVEMENTS
FOR
CHERRY AVENUE
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 V.C.P. 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 THREE (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 THREE (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. 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 PRIOR TO
PLACEMENT.
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.
SUBGRADE
95% COMPACTED
6"
10
SELECT N ATI VE -
MATERIAL
90% COMPACTED
PROPOSED VCP
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
11/2
-
1
100
3/4"
90 - 100
1/2"
30 - 60
3/8"
0 - 20
NO.4
0-5
NO. 8
-
ASTM C 131
TEST GRADING
B
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 PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
04
�i
REPLACE PVMT. SECTION
IN KIND AND ADD 1 �.
PVMT. SECTION
CRUSHED ROCK
PER GRADATION
SHOWN BELOW
Bedding Detail
N.T.S.
COUNTY OF SAN BERNARDINO
APPROVED:
CHIEF, DESIGN DIVISION
CITY OF FONTANA, CALIFORNIA
CHERRY AVENUE
DRAWN BY: CHERRY AVENU EWER IMPROVEMENTS scALE:
DESIGNED
PsBY: RUPA TO SLOVER AVE. DAAS SHOWN
PS ON NOTES OCTOBER 2003
CHECKED BY: AP V DATE: DRAWING NO.: 2
• DS 19
SCN 2894
CIIY ENGINEER R.C. . No. 51152
JN 12414 City of Fontana Mylar: 10/17/03
File: E:\dwg\12414\Cherry\12407ASI2.dwg 11/14/00
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Bedding Detail
N.T.S.
COUNTY OF SAN BERNARDINO
APPROVED:
CHIEF, DESIGN DIVISION
CITY OF FONTANA, CALIFORNIA
CHERRY AVENUE
DRAWN BY: CHERRY AVENU EWER IMPROVEMENTS scALE:
DESIGNED
PsBY: RUPA TO SLOVER AVE. DAAS SHOWN
PS ON NOTES OCTOBER 2003
CHECKED BY: AP V DATE: DRAWING NO.: 2
• DS 19
SCN 2894
CIIY ENGINEER R.C. . No. 51152
JN 12414 City of Fontana Mylar: 10/17/03
File: E:\dwg\12414\Cherry\12407ASI2.dwg 11/14/00