HomeMy WebLinkAbout5224-1GENERAL NOTES FOR SEWER IMPROVEMENT PLANS
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS APPROVAL OF THE CITY ENGINEER. CITY .,OF FFOR PU ELIC WORKS CONSTRUCTION GR
("GREEN BOOK"). ALL REFERENCE
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT
NOTED. MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. SEWER IMPROVEMENT P
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
"GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS PARCEL THE CIT I
MAP NO. 19546
Y ENG NEER FOR RESOLUTION. F
0 ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS
ENGINEER. OTHERWISE APPROVED BY THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST
OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
THE CITY LIMITS. CALL (909) 350-7610.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
5. CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND LOCATION OF THE SEWER LATERAL.
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC
CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE 1026.0
TRAFFIC ENGINEER. PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL
AFFECTED AGENCIES IMMEDIATELY. 1024.0
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
BEEN PLACED, INSPECTED AND APPROVED BY THE CITY. 1022.0
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 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
DIVISION OF INDUSTRIAL SAFETY. PRIOR TO PAYING OF STREETS. 1020.0
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER PRIOR TO PLACEMENT. 1018.0
APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL
SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT, TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 1016.0
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE 1014.0
SATISFACTION OF THE CITY TRAFFIC ENGINEER.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER 1012.0
DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 1010.0
TWO WORKING DAYS BEFORE EXCAVATION. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE 1008.0
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN
TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE
WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT 1006.0
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN
AROUND THEIR FACILITIES. ON THESE PLANS.
1004.0
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 1002.0
AND WATER REQUIREMENTS. 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 1000.0
13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
NOTED. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY 999.0
14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. 667+50
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, 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.
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 289
ELEVATION = 1032.22 FEET 0 O
FOUND RAILROAD SPIKE IN POLE NO. 61319 AT THE NE CORNER OF SANTA D - _11 a -
ANA AVENUE AND CATAWBA AVENUE. �A
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PROTECTIVE BLANKET -
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1015.93 INV.
DROP MANHOLE
1011.66 INV.
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668+35.03
1011.96 INV.
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POTHOLE AND VERIFY UNDER M.W.D. SUPERVISION. CALL
JOHN OSORNIA OF THE WATER SYSTEMS OPERATIONS GROUP
AT (951) 710-5570. p
(1018.40)± FS 670+35.00 _
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1008.
OCONSTRUCT
6" SEWER CLEANOUT PER CITY OF FONTANA STD. 2004.
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POTHOLE AND VERIFY UNDER M.W.D. SUPERVISION. CALL
JOHN OSORNIA OF THE WATER SYSTEMS OPERATIONS GROUP
AT (951) 710-5570. p
(1018.40)± FS 670+35.00 _
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SEWER CONSTRUCTION NOTES
QUANTITIES
OCONSTRUCT
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442 LF
3939 E. CORONADO STREET
PIPE BEDDING BACKFILL AND REPAVING TO BE IN ACCORDANCE WITH CITY OF FONTANA STD.
1008.
OCONSTRUCT
6" SEWER CLEANOUT PER CITY OF FONTANA STD. 2004.
1 EA
OCONSTRUCT
MANHOLE PER CITY FONTANA STD. 2001.
2 EA
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CONSTRUCT DROP MANHOLE PER CITY FONTANA STD. 2002. CONTRACTOR SHALL BE
(909) 335-7507
7951 REDWOOD AVENUE
RESPONSIBLE TO MAINTAIN UNINTERRUPTED FLOW IN EXISTING SEWER MAIN DURING CONSTRUCTION. 1 EA
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RELOCATE EXISTING UTILITY TO PROVIDE MINIMUM 12" CLEARANCE, IF REQUIRED.
4 EA
FONTANA WATER COMPANY
SHOULD CONSTRUCTION OF THE REQUIRED
15966 ARROW ROUTE
CABLE -TV
IMPROVEMENTS NOT COMMENCE WITHIN TWO
OeP� TSS
(909) 822-2201
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
No. 43082
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S-- CITY ENGINEER MAY REQUIRE REVISIONS TO THE
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PLANS TO BRING THEM INTO CONFORMANCE WITH
•L
�T'IFOFfCAI�F���\P
DATE ENGR. I CITY
DATE STANDARDS IN EFFECT.
CHRISTOPHER COLUMBUS
TRANSCONTINENTAL FREEWAY
SLOVER AVENUE
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UTILITY PROVIDERS
SEWER
TELEPHONE
CITY OF FONTANA
AT&T
8353 SIERRA AVENUE
3939 E. CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-7629
(714) 666-5503
GAS
SOUTHERN CALIFORNIA GAS CO.
ELECTRIC
SAN DIMAS, CA 91773
SOUTHERN CALIFORNIA EDISON
(909) 335-7507
7951 REDWOOD AVENUE
FONTANA, CA 92336
WATER
(714) 796-9932
FONTANA WATER COMPANY
15966 ARROW ROUTE
CABLE -TV
FONTANA, CA 92335
TIME WARNER CABLE
(909) 822-2201
(909) 975-9493
CALTRANS CLASS II AGGREGATE 668+63.11
BASE 12" AB COMPACTED TO (1018.40) FS
95% RELATIVE COMPACTION.
8" EXTRA STRENGTH
V.C.P. PIPE ° `1.24' °
1020.0 - _-_-_-_-----
START 18"
1018.0
STEEL SLEEVE `
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1018.26 INV.
LEGEND
INV = INVERT
HDPE = HIGH DENSITY POLYETHYLENE
FS = FINISHED SURFACE
AB = AGGREGATE BASE
STD = STANDARD
STA = STATION
V.C.P. = VITRIFIED CLAY PIPE
P.C.P. = PRECAST CONCRETE PIPE
OF 2 SACK CONCRETE
SLURRY
1014.66/
TOP OF P.C.P. r
Prepared Under The Supervision Of
JOSEPH C. TRUXAW AND ASSOCIATES, INC.
265 S. ANITA DRIVE, SUITE 111
ORANGE, CA 92868 DRAWN BY:
PHONE: (714) 935-0265 KDL
FAX: (714) 935-0106 DESIGNED BY:
KDL
r.�. Date :_7.2_./!r CHECKED BY:
WILLIAM T. TRUXAW R.C.E. 43082 WTT
6.5" AC PAVEMENT
° 18" STEEL CASING
.11
END 18"
STEEL SLEEVE
669+50.00
1015.66
BOTTOM OF STEEL CASING
--EXISTING 11'-8" (I.D.)
MWD PIPE
SEWER LINE SECTION
AT � OF MWD PIPE
STA. FRR+R_A 11
NOT TO SCALE
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
SANTA ANA AVENUE SCALE:
1 "=40'
-FROM STA. 668+43.03 DATE:
T T-+44.44 3/2/15
APPRWVED BY: / DRAWING NO.: 1DATE:- 6
CITY R R.C.E. 51152 5224
/1