HomeMy WebLinkAbout3625-1EMMA-'! III
1. ALL WORK SH -ALL BE
IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR
PUBLIC WORDS CONSTRUCTION ("'GREEN SOON") 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 CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE
AA 88
"GREEN BOOK," THE CONTRACT SHALL IMMEDIATELY REPORT SAID O 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 Y
T DEVELOPMENT DEPARTMENT" EN,GI,NEER[NG 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.
5, THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC
CONTROLS, LATEST 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
FORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE
DIVISION OF INDUSTRIAL SAFETY,
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23, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH
TO LATCH 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
DOWNSTREAM MANHOLE SEE CITY OF
FROM THE DONS FONTANA STANDARD DETAIL FOR
TERMINAL CLEANOUT,
25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT WITH COMPRESSION JOINT
OR BAND SEAL TYPE VITRIFIED CLAY PIPE(V.C.P.) EXTRA STRENGTH CLASS
CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION 0700 FOR V.C.P.
26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT: D
PRI . SHALL
APP, THE CITY ENGINEER.
ROYAL OF
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"A HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG
1A
BELOW THE GROUND SURFACE, WHEN PUBLIC UTILITY
EASEMENTS EXIST NEST TO
THE STREET DIGHT OF WAY THE LATERAL SHALL TERMINATE NATE 3 FEET INSIDE THE LOT AS
MEASURED FROM THE UTILITY EASEMENT,
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 BONES SHALL BE
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF
PAVING.
37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR S , LL 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.
39, SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREOF 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.
NOTEG
TRENCH REPAIR AN;D BEDDING PER CITY OF FONTANA STD. DETAIL 131.
(D --CONSTRUCT 0a25m [10"] VCP SEWER MAIN PER CITY OF FONTANA
SPECIFICATIONS (EXTRA STRENGTH PIPE WITH COMPRESSION JOINT).
O -CONSTRUCT C.01 [B"1 VCP SEWER MAIN PER CITY OF FONTANA
SPECIFICATIONS (EXTRA STRENGTH PIPE WITH COMPRESSION JOINT).
(2) --CONSTRUCT 0.15m 6"" VCP HOUSE LATERAL PER CITY OF FONTANA
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STD. DETAIL 125, 125A, AND 125Ba
G> -CONSTRUCT 1,50m [5.00"] DIA. SEWER MANHOLE PER CITY OF
FONTANA STD, DETAIL 112 MODIFIED AND STD, DETAIL 109.
SAND FILL Y ....•
ANNULAR SPACE
'x
1
,2511'1°1 0 VCP
BELL
0.61
.009m THICK
DETAIL 99A99
,CASING DETAIL
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CONSTRUCT 1.20m [4.0.0"] DIA.
SEWER MANHOLE PER
CITY OF
CL
FONTANA STD. DETAIL 112 AND
STD. DETAIL 109.
MANHOLE
6
JOIN EXISTING SEWER MANHOLE,
RECONSTRUCT BASE
PER CITY OF
EX
FONTANA STD. DETAIL 114.
S
f d
(Z) -CONSTRUCT
0,61m [2,00"] STEEL
CASING PER DETAIL
'AAAA HEREON.
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CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY OF
FONTANA STD.
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DETAIL 126,
(�)_REMOVE
INTERFERING PORTIONS
OF THE EXISTING CONCRETE
CULVERT. (ABANDONED)
SAND FILL Y ....•
ANNULAR SPACE
'x
1
,2511'1°1 0 VCP
BELL
0.61
.009m THICK
DETAIL 99A99
,CASING DETAIL
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NOTES:
1. CASING SHALL BE INSTALLED BY THE DRY BORING AND/OR THE JACKING
OR BOEING METHOD.
2, CASING JOINTS SHALL BE WELDED JOINTS,
3, PIPE SHALL BE SPACED TO PROVIDE A COUPLING WITHIN ONE FOOT OF
END OF STEEL CASING.
4. REDWOOD SKIDS SHALL BE PROVIDED AS PER DETAIL ABOVE.
5, SEAL BOTH ENDS OF CASING WITH MORTAR.
. CARRIER PIPE SHALL BE AIR PRESSURE TESTED PRIOR TO FILLING CASING
WITH SAND
7. PIPE CASING TO BE FILLED WITH AIR -BLOWN SAND.
8. UPSTEAM & DOWNSTREAM ELEVATION SHALL BE VERIFIED PRIOR TO FILLING
CASING
. SHORING METHOD IN ACCORDANCE WITH CAL -OSHA STANDARDS,
SEWER LINE
SEWER LINE ------
PER OTHER SHEET
SEWER LINE -
PER OTHER PLANS
EX SEWER LINE ---E-X- Sr -
STORM DRAIN LINE
WATER ----
E1ER MANHOLE 0
DIRECTION OF FLOW -
RIGHT OF 'SAY --
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6075 KIMBELL AVENUE
CHINO, CA 91710
xTTN: TAGHI M0NZAVI
(909) 993-1600
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NOTES:
1. CASING SHALL BE INSTALLED BY THE DRY BORING AND/OR THE JACKING
OR BOEING METHOD.
2, CASING JOINTS SHALL BE WELDED JOINTS,
3, PIPE SHALL BE SPACED TO PROVIDE A COUPLING WITHIN ONE FOOT OF
END OF STEEL CASING.
4. REDWOOD SKIDS SHALL BE PROVIDED AS PER DETAIL ABOVE.
5, SEAL BOTH ENDS OF CASING WITH MORTAR.
. CARRIER PIPE SHALL BE AIR PRESSURE TESTED PRIOR TO FILLING CASING
WITH SAND
7. PIPE CASING TO BE FILLED WITH AIR -BLOWN SAND.
8. UPSTEAM & DOWNSTREAM ELEVATION SHALL BE VERIFIED PRIOR TO FILLING
CASING
. SHORING METHOD IN ACCORDANCE WITH CAL -OSHA STANDARDS,
SEWER LINE
SEWER LINE ------
PER OTHER SHEET
SEWER LINE -
PER OTHER PLANS
EX SEWER LINE ---E-X- Sr -
STORM DRAIN LINE
WATER ----
E1ER MANHOLE 0
DIRECTION OF FLOW -
RIGHT OF 'SAY --
mgwikl
Millb
11
11111tAND EMPIRE.
6075 KIMBELL AVENUE
CHINO, CA 91710
xTTN: TAGHI M0NZAVI
(909) 993-1600
BC
BEGIN CURVE
EC
END CURVE
CL
CENTER LINE
MH
MANHOLE
INT
INTERSECTION
RW
RIGHT OF WAY
EX
EXISTING
S
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SD
STORM DRAIN LINE
W
WATER LINE
ST_
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SEWER STATION
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BEGIN CURVE
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END CURVE
CL
CENTER LINE
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RIGHT OF WAY
EX
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SEWER LINE
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STREET STATION
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SEWER STATION
CUCAMONGA COUNTY WATER DISTRICT
10440 ASHF.
RANCHO a O e CA 91730
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