HomeMy WebLinkAbout3783-1GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE NTH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICA11ONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK").
ALL REFERENCE SPECIFICA11ONS AND STANDARDS SHALL BE THE LATEST ED11ION UNLESS OTHERWISE NTED.
2. WHER A TECHNICAL 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.
3. ALL MATERIALS AND ME11-IODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
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BASELINE ROAD
CITY OF
FONTANA
RAYMOND CT
ECT MILLER AVENUE
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'ANY FOOTHILL BOULEVARD
TABLE 200-1.2(A)
PERCENTAGE
PiSSING SIEVES
SIEVE SIZE
CONSTRUCTION NOTES &
QUANTITIESi-I
ITEM
DESCRIPTION
QUANTITY
- - - - - - - - - - -
ABANDONMENT CONSTRUCTION, SEE SHEET 3 FOR NOTE
1
LS
TEST GRADING
INSTALL 8" EXTRA STRENGTH VCP SEWER
-2,21.2,
LF
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD
DETAILS 109 AND 112
10EA
U4
CONSTRUCT 4" VCP SEWER LATERAL AND HOUSE CONNECTION
PER CITY OF FONTANA STD.
1,735
LF
NO. 125 AND 1258. (SEE GENERAL NOTES 30 & 31)
(J5
PROVIDE BACKFLOW DEVICE FOR UNITS WHEN PAD ELEVAT10N
IS LOWER THAN UPPER
17
EA
MANHOLE RIM ELEVATION, SEE PLAN
BREAK INTO EXISTING MANHOLE
2
EA
U7
ADJUST MANHOLE TO GRADE
2
EA
U8
INSTALL TEMPORARY 8" END PLUG
4
EA
n9
TRENCH REPAIR PER CITY STD DETAIL 10,31
16, 883
SF
BASELINE ROAD
CITY OF
FONTANA
RAYMOND CT
ECT MILLER AVENUE
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'ANY FOOTHILL BOULEVARD
TABLE 200-1.2(A)
PERCENTAGE
PiSSING SIEVES
SIEVE SIZE
1/2
90-100
- - - - - - - - - - -
ASTM C 131
TEST GRADING
TYPICAL BEDDWG FOR 8" WP
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200 1.2 [A] SHO%W HEREON
COUNTY OF SAN BERNARDINO
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WEST AND SOUTH SIDE OF CENTERLINE
LATERAL LOCATION DETAIL
NTS
UTILITY LEGEND
PROPOSED SEWER LINE
PROPOSED SEWER LINE
PER OTHER SHEET
EXIS-nNG SEWER LINE
PER OTHER PLANS
EXISTING SEWER LINE
STORM DRAIN LINE T_ -
WATER 'EX -4-
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SEWER MANHOLE
40� -
PROPOSED RIGHT OF WAY
EXIS"11N: T OF WAY
E DGE OF,J"ll AVEMENT
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`--SEWER LINE IS LOCATED ON THE
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LATERAL LOCATION DETAIL
NTS
UTILITY LEGEND
PROPOSED SEWER LINE
PROPOSED SEWER LINE
PER OTHER SHEET
EXIS-nNG SEWER LINE
PER OTHER PLANS
EXISTING SEWER LINE
STORM DRAIN LINE T_ -
WATER 'EX -4-
q
SEWER MANHOLE
40� -
PROPOSED RIGHT OF WAY
EXIS"11N: T OF WAY
E DGE OF,J"ll AVEMENT
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