HomeMy WebLinkAbout2899-1GENERAL NOTES FOR SEWER
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PANS,
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 SEWER 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 1-800-422-4133 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 WITH ALL UTILITY COMPANIES INCLUDING,
BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISON, 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 OF 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 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 RE -WORKING 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 THE 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
BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
25. 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.
26. 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 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 4" HOUSE SEWER LATERALS 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 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 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
33. 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.
34. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
35. SHORT V.C.P. 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
39. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF
THE CITY ENGINEER.
RFRACT MAP, H(Do
16074
SEWER IMPROVEMENT PLANS
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ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE,
THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED
TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR
STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE
TO THESE LINES OR STRUCTURES.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO,
DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS
IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE
FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED
CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED
BY THE PREP,ARER OF THESE "PLANS".
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CONSTRUCTION NOTES & QUANTITY ESTIMATE
SEWER LEGEND
.. - (EX. 8" S Y EXISTING OR PROPOSED
BY OTHERS SEWER'MAIN
NEW SEWER MAIN
PROPOSED MANHOLE
- 0 - - EXISTING OR PROPOSED
BY OTHERS SEWER MANHOLE
SERVICE LATERAL
THIS LOT REQUIRES A MODIFIED WYE
PER DETAIL ON THIS PAGE
THIS LOT REQUIRES A BACKWATER VALVE
PER SECT. 409 OF U.P.C.
PROPOSED STORM DRAIN
SEWER MAIN
SEWER
31
INSTALL
8' EXTRA STRENGTH VCP SEWER LINE
16,937
L.F.
32
INSTALL
4' SEWER LATERAL & RESIDENTIAL
CLEAN-OUT (C❑F 125)
384
EA.
33
INSTALL
48' I.D. MANHOLE (C❑F-112)
25
EA.
KIM
INSTALL
48' LD, CUL-DE-SAC MANHOLE (C❑F-112
& 114)
16
EA,
35
INSTALL
4' SEWER LATERAL & RESIDENTIAL
CLEAN-OUT WITH
MODIFIED
WYE PER DETAIL ON THIS SHEET
64
EA.
37
INSTALL
48' I.D. MANHOLE PER DETAIL THIS
SHEET
15
EA.
39
INSTALL
60' I.D. MANHOLE (C❑F-112)
4
EA,
40
INSTALL
72' I.D. MANHOLE (COF-112)
2
EA.
41
INSTALL
BACK WATER VALVE PER SECT. 409
OF U.P.C.
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42
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ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE,
THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED
TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR
STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE
TO THESE LINES OR STRUCTURES.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO,
DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS
IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE
FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED
CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED
BY THE PREP,ARER OF THESE "PLANS".
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CONSTRUCTION NOTES & QUANTITY ESTIMATE
SEWER LEGEND
.. - (EX. 8" S Y EXISTING OR PROPOSED
BY OTHERS SEWER'MAIN
NEW SEWER MAIN
PROPOSED MANHOLE
- 0 - - EXISTING OR PROPOSED
BY OTHERS SEWER MANHOLE
SERVICE LATERAL
THIS LOT REQUIRES A MODIFIED WYE
PER DETAIL ON THIS PAGE
THIS LOT REQUIRES A BACKWATER VALVE
PER SECT. 409 OF U.P.C.
PROPOSED STORM DRAIN
SEWER MAIN
SEWER
31
INSTALL
8' EXTRA STRENGTH VCP SEWER LINE
16,937
L.F.
32
INSTALL
4' SEWER LATERAL & RESIDENTIAL
CLEAN-OUT (C❑F 125)
384
EA.
33
INSTALL
48' I.D. MANHOLE (C❑F-112)
25
EA.
34
INSTALL
48' LD, CUL-DE-SAC MANHOLE (C❑F-112
& 114)
16
EA,
35
INSTALL
4' SEWER LATERAL & RESIDENTIAL
CLEAN-OUT WITH
MODIFIED
WYE PER DETAIL ON THIS SHEET
64
EA.
37
INSTALL
48' I.D. MANHOLE PER DETAIL THIS
SHEET
15
EA.
39
INSTALL
60' I.D. MANHOLE (C❑F-112)
4
EA,
40
INSTALL
72' I.D. MANHOLE (COF-112)
2
EA.
41
INSTALL
BACK WATER VALVE PER SECT. 409
OF U.P.C.
12
EA.
42
REMOVE
EXISTING BACK WATER VALVE
6
EA.
43
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BACK WATER VALVE, PROTECT IN PLACE
4
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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE,
THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED
TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR
STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE
TO THESE LINES OR STRUCTURES.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO,
DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS
IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE
FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED
CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED
BY THE PREP,ARER OF THESE "PLANS".
r�
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CONSTRUCTION NOTES & QUANTITY ESTIMATE
SEWER LEGEND
.. - (EX. 8" S Y EXISTING OR PROPOSED
BY OTHERS SEWER'MAIN
NEW SEWER MAIN
PROPOSED MANHOLE
- 0 - - EXISTING OR PROPOSED
BY OTHERS SEWER MANHOLE
SERVICE LATERAL
THIS LOT REQUIRES A MODIFIED WYE
PER DETAIL ON THIS PAGE
THIS LOT REQUIRES A BACKWATER VALVE
PER SECT. 409 OF U.P.C.
PROPOSED STORM DRAIN
SEWER MAIN
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NOTES
1. SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF 2%.
2. PLUGS SHALL BE CEMENTED IN WITH CEMENT MORTAR, OR SHALL BE NEOPRENE STOPPER OF
APPROVED EQUAL.
3. 2' WIDE METALLIC DETECTABLE LOCATOR TAPE SHALL BE PLACED APPROXIMATELY 6' ABOVE
EACH LATERAL, BUT NOT GREATER THAN 6' DEEP, UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
FLAT WYE DETAIL
NOT TO SCALE
R/W
TYPICAL LOT
CONSTRUCT 48' I.D. MANHOLE PER C.O.F. STD. 112
MODIFIED PER NOTE BELOW
IR . OESS/pN�
C.
1 I y
C m
C No.63494
Exp. Sept. 30, 2006
CIVIL
4 9TFOF
CA
RECO
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NOTE: ENGINEER:
SEWER MAINS ARE TO BE LAID THRU THE MANHOLE AND USED AS A FORM FOR (SIGNATURE) (DAM
THE INVERT, THE TOP � DIAMETER OF THE PIPE IS TO BE BROKEN OUT TO A NEAT LINE.
BROKEN EDGES SHALL BE PLASTERED SMOOTH WITH Q30T MORTAR.
(MODIFIED MANHOLE C.O.F. STD. 112)
48" I.D. MANHOLE DETAIL
NOT TO SCALE
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SEWER
31
INSTALL
8' EXTRA STRENGTH VCP SEWER LINE
16,937
L.F.
32
INSTALL
4' SEWER LATERAL & RESIDENTIAL
CLEAN-OUT (C❑F 125)
384
EA.
33
INSTALL
48' I.D. MANHOLE (C❑F-112)
25
EA.
34
INSTALL
48' LD, CUL-DE-SAC MANHOLE (C❑F-112
& 114)
16
EA,
35
INSTALL
4' SEWER LATERAL & RESIDENTIAL
CLEAN-OUT WITH
MODIFIED
WYE PER DETAIL ON THIS SHEET
64
EA.
37
INSTALL
48' I.D. MANHOLE PER DETAIL THIS
SHEET
15
EA.
39
INSTALL
60' I.D. MANHOLE (C❑F-112)
4
EA,
40
INSTALL
72' I.D. MANHOLE (COF-112)
2
EA.
41
INSTALL
BACK WATER VALVE PER SECT. 409
OF U.P.C.
12
EA.
42
REMOVE
EXISTING BACK WATER VALVE
6
EA.
43
EXISTING
BACK WATER VALVE, PROTECT IN PLACE
4
EA,
x�v
SLOPE ® 2% MIN.
aw
cc
¢Z
WW
H
wx
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W
aI
a
Q
ccW
U)
FWY (10)
MAYWOOD ST.
JURUPA AVENUE
SECT
FORECAST
HOMES
VICINITY MAP
NOT TO SCALE
NOTES
1. SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF 2%.
2. PLUGS SHALL BE CEMENTED IN WITH CEMENT MORTAR, OR SHALL BE NEOPRENE STOPPER OF
APPROVED EQUAL.
3. 2' WIDE METALLIC DETECTABLE LOCATOR TAPE SHALL BE PLACED APPROXIMATELY 6' ABOVE
EACH LATERAL, BUT NOT GREATER THAN 6' DEEP, UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
FLAT WYE DETAIL
NOT TO SCALE
R/W
TYPICAL LOT
CONSTRUCT 48' I.D. MANHOLE PER C.O.F. STD. 112
MODIFIED PER NOTE BELOW
IR . OESS/pN�
C.
1 I y
C m
C No.63494
Exp. Sept. 30, 2006
CIVIL
4 9TFOF
CA
RECO
1 I
eo ~
NOTE: ENGINEER:
SEWER MAINS ARE TO BE LAID THRU THE MANHOLE AND USED AS A FORM FOR (SIGNATURE) (DAM
THE INVERT, THE TOP � DIAMETER OF THE PIPE IS TO BE BROKEN OUT TO A NEAT LINE.
BROKEN EDGES SHALL BE PLASTERED SMOOTH WITH Q30T MORTAR.
(MODIFIED MANHOLE C.O.F. STD. 112)
48" I.D. MANHOLE DETAIL
NOT TO SCALE
E
0 -
CIA N
N
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0
3
0
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