HomeMy WebLinkAbout1855-1GENERAL NOTES
I . MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER
CONTRACTOR 6 BELOW FINISHED SURFACE GRADE AND UPON COMPLETION
OFPAVING,THE PAVING CONTRACTOR SHALL RAISE SAME TOFINISHED► GRADE
2 • ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE
CITY OF FONTANA PUBLIC WORKS DEPARMENT STANDARD SPECIFICATIONS
DATE 1975►
3. THE SEWER CONTRACTOR SHALL PROVIDE THE CITY OF FONTANA
PUBLIC WORKS DEPARTMENT WITH AS -BUILT PLAN.
4. THE SEWER CONTRACTOR SHALL 0E FULLY RESPONSIBLE FOR
LOCATING AND PROTECTING FROM DAMAGE ALL EXISTING
UNDERGROUND UTILITIES AND STRUCTURkS, SHOWN OR NOT SHOWN WATER: FONTANA WATER CO.
ON THESE PLANS. P.O. Box 987
-- S. CONSTRUCTION PERMITS tHALL BE OBTAINED FROM THE CITY OF FONTANA CA. 92334
FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY 1714) 8 22 - 2201
WORK WITHIN THE CITY LIMIT.
6. ALL SEWER WORK SHALL BE SUBJECT TO THE REQUIREMENTS OF ELECTRIC: SOUTHERN CALIFORNIA EDISON
THE STATE OF CALIFORNIA PUBLIC HEALTH DEPARTMENT MEMO P.O. BOX 788
TITLED SEPARATION OF SEWER AND WATER MAINS. RIALTO, CA.
(714) 820-53281
T. THE SEWER CONTRACTOR SHALL VERIFY IN THE FIELD THE ELEVATION
OF EXISTING FLOWLINE OF SEWER LOCATED IN OLEANDER AVENUE. TELEPHONE : PACIFIC BELL
THE SEWER CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY 393 9 E. CORONA DO ST. 2nd. FLOOR
DISCREPANCY BEFORE BEGINNING CONSTRUCTION OF UPSTREAM SEWERS. ANAHEIM, CA. 92807
ADEQUATE. STAKES SHALL BE SET BY CONTRACTOR'S ENGINEER TO E NAISL E ( 714) 666 5471
CONTRACTOR TO CONSTRUCT -THE WORK TO THE PLAN GRADES.
' SEWER !! STORM DRAIN: CITY OF FONTANA
- S. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL _ 8353 SIERRA AVE FONTANA,
TELEPHONE OR POWER POLES,WATER METERS`,VALVE3,HYDRAWM CA. 92335
IRRIGATION STRUCTURES,
ETC. SHOWN OR NOT SHOWN ON THIS PLAN
AN LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH ( 714) 350 - 7610
CONSTRUCTION, SHALL BE RELOCATED BY OTHERSe IT SHALL BE >
THE CONTRACTORS RESPONSIBILITy TO NOTIFY ALL AGENCIES
CABLE TV: COMCAST CABLEVISION
6" MIN. 10" MAX.
TYPICAL
LIMMS OF
�TRTENCH IdWIDE
u x.
••
6" MIN. 10" MAX.
SELECTED NATIVE SOIL Z
1" MAX. SIZE COMPACTED
TO 90'X.
a
NOTE: ..•, .
CONTRACTOR SHALL CONTACT - z
PROPERTY OWNERS ADJACENT
TO THIS -PROJECT, FOR POSSIBLE
HIGHLAND I AVENUE
W
or
Z�
W
(ROUTE 30)0 u
Y
fENUE
AL NU? S
PROJECT
BASELINE
MILLER AVENUE
ARROW HIGHWAY
a
a
AR -4000 3/40 MAX.,NOT MIX A.C.
'Y
W
_�`
�
W
W
"
W
BA SELINIE
AVE NU E
W
'
p
J
�
... t
W
W
>
3
W
W
W
4�JO
11. IF LATERALS ARE PLACC D U NDE R D RI VEWAYS 0MSEWER CLEAN OUT CITY STD. CM A.
IW
TOOTH I L L BLVD.
=
W
or
Z�
W
(ROUTE 30)0 u
Y
fENUE
AL NU? S
PROJECT
BASELINE
MILLER AVENUE
ARROW HIGHWAY
a
a
AR -4000 3/40 MAX.,NOT MIX A.C.
a
W
•
�
W
"
W
..
EXISTING A.C. :� min. t!" I
W
'
p
J
�
... t
W
W
>
3
W
W
W
J
> —
11. IF LATERALS ARE PLACC D U NDE R D RI VEWAYS 0MSEWER CLEAN OUT CITY STD. CM A.
• V
J
=
In
U
1
N
SAN BERNARDINO AVENUE,
- i AL CHECKOUT ORIGINAL SEWER IMPROVEMENT PLANS AAs:
i2 ENGINEER SHALL
SOUTHERN CALIFORNIA GAS CO.
wj __ —_
o
VICINITY MAP
CONNECTIONS TO THIS SEWER TYPICAL BEDDING FOR V.C.F.- SEWER _ 1
LINES. CONNETION TO BE RAID LESS THAN 10' DEEP
8Y EACH PROPERTY OWNER
CONCERNED BEFORE CONSTRUCTION BEGINS.
1257 WEST Bi,00KS ST.
AR -4000 3/40 MAX.,NOT MIX A.C.
SAW-CU^/RF2T)V-,,D
,D
�
ONTARIO, CA. 9176 2
ONTARIO,
"
W
..
EXISTING A.C. :� min. t!" I
W
'
10. ALL STATION I NG REFERS TO CENTERLINE OF SEWER.
(714) 983 - 9895
�
SOIL, COMPACTED 90'X.
a
W
IWITH A SELF-PROPELLED
11. IF LATERALS ARE PLACC D U NDE R D RI VEWAYS 0MSEWER CLEAN OUT CITY STD. CM A.
« i VIBRATING SHEEPSFOOT j
W
ALECTED N$MVEI 3/4" MAX. COMPACTED To 90
1
N
h
- i AL CHECKOUT ORIGINAL SEWER IMPROVEMENT PLANS AAs:
i2 ENGINEER SHALL
SOUTHERN CALIFORNIA GAS CO.
o
'SC OOL
�OOf6i SNALL K IN ACCOROANCt M■ tl![NEN •fOtM
a
_ _
W/NOTC II, MK CL, A 0-LOA01 fts OUTSIDE 01AMET2R OF r}f•E
- f$ ACCEPTANCE
AND TRANSFER As BUILT INFORMATION PRIOR TO CITY
P0. Box 3003
N
SITE
r
}
>_
I. All mounatime vft%h tM of fiAss egos of "test" pmeanat been
OF THE SEWER SYSTEM.
REDLANDS, CA. 92373
W
from the Public Works sepgrtaeut. receive a task coat of asphalt emulsive.
2. ftsergvmaad sweeten Aleut Nall be metifgma s- Tremease of 30 feet or are to be powW
2 verkimg do" Prior to start of von► 1 -sap- with a self -propeller paving macni n.
(714) 79 8 - 7783
bi
4f2-4133.
!. Amy etremt pwwf or resurfaced in "A
W
3. AU amemvmtUne ill be most, ""meow, awl peewiesa 34 smacks where the trench on-
h
amemer ont forth in the o eratieae rules, ,Noce, is is a traveled lane, will require an
Md regulations prescribed by the Califenis overlay 25 fest is beth directions from
IRRIGATION:
FONTANA UNION WATER CO:
a above.
4. •Ma.aw. of I , 0-11 asa41 be .orduls"
z
a
r and approved y the sepnvtm�set of 10- If traM failwo agents never, este por-
P. 0. BOX 309
w A L N U T sT.
=--
t `
FONTANA, CA 92334
(714) 822 -2209
1
` replace, read} this use . Upon frilure
Mramt psw�get Hell be tapseeme Waage 9 of the contractor to promptly comply and
CIVI L.ENGINEER'S NOTE
THE CI%ALm ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING
THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON - IN THE EVENT OF
DIISCREPANCIES ARISING DURING CONSTRUCTION. THE C.IVIL • ENGINEER SHALL
BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING
THE PLANS FOR APPROVAL BY THE CITY.
ENGINEERS NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES
OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED 8Y A SEARCH
OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APROXIMATE
AND SHALL BE CONFIRMED 8Y THE CONTRACTOR. SO THAT ANY
NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/ OR GRADE OF
THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES 1r0 PROTECT ANY UTILITY LINES SHOWN
AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH.
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
CONTRACTOR WILL 0E REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSABILITY FOR 108 SITE CONDITIONg DURING THE COURSE Of
CONSTRUCTION OF THPROJECT. INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY
AND HELD DESIGN PROFESSIONAL HARLESS FROM ANY AND ALL
LIABILITY.REAL OR ALLEGED. IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY
• 'ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
BASIS OF BEARINGS
PARCEL MAP 3428 IN THE CITY OF FONTANA, OF SAN BERNARDINO, STATE OF
CALIFORNIA AS PER MAP FILED IN BOOK 30 PAGE 97, OF PARCEL MAPS IN
THE OFFICE OF THE RECORDER- OF SAID. COUNTY.
RIVERSIDE OLUOMINT - wrNsiDE; Ciel►.
d
JNDEX MAP
• vow sown
a
1 s
`• %%
t: Ile 9"d
1
A '� e. �, chr
$tapper Colnontod b
SECTIONAL ELEVATION
k0TES 1
F"bow" YONo. CAIW24 r
�- -- _ it equal.
t. C IOM IAM RC.0 is h -o -- (R
- - - - -
all Mir conetruc
y IT 3 TM Me iomm dWn9; �
aIn shill
SECTION A -A
CITY OF FONTANA, CALIFORNIA Drawn ST
SEWER TERMINAL moon_ R•,e "Ai11
CLEANOUT App'°'"' lfls
oa,. - r -r' - 7s 128
P0 WAA
19
N.T. S
So
E
CONSTRICTION NOTES AND MATED QUANTITfES �
6" MIN. 10"� MA 6"MIN. 10" MAX. •
`NJ 0014131 IJCT •" EXTRA STR9WTM V.C. P. SE`WtW MAIN 3524 LF
CONSTRUCT STANOAIM PRE -CAST MAN" 0 Lt PSE A CITY OR B UNITS,
FONTAN A $TO DETAIL :109, 112 • I I SEE NOTE BELOW
SELECTED NATIVE SOIL
3 CONNECT To STUB AT 'tXiSTINr MAN!40It , toEMow PLUGUNITS
I" MAX. SIZE �'OMPAGTED•; • s
CA f4STALL SEWER TERMMAL CLEAN OUT PER CITY STD
TO q0'/Q 125. 2 UNITS
PIPE I W
�
S 0AVEM1W 0199TORATION PER CITY Oft FONTANA STANDARO DETA I L N0. 131----+ 361550 S.F.'
1/4" TO 3/4'' ��:: t f� L' APPLICABLE ONLY IF 'STREET RECONSTRUCTION NOT IN PHASE WITH THIS PROJECT$
ROCK s3E D D I N 6 INSTALL A" WYE AS DIRECTED AND LOCATED BY FIELD INSPECTOR. OR EACH* }
.% ire - - •
TYPICAL. EEDOING FOR VC P SEWER �
Id OR DEEPER .
N. T. S.
NOTE ( FRAME AND COVER TO K RAISED TO MATCH FINAL
PAVEMENT BY SEWER CONTRACTOR.)
BENCH MARK
SAN BERNARDINO COUNTY BENCH MARK
No 616, BRASS CAP IN GAS STATION
PUMP ISLAND SOUTHEAST CORNER
HIGHLAND AVE.AND CITRUS AVE_
ELEVATION = 1510.91
(NOTE GAS STATION IS ABANDONED)
INE QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY.
CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OINN
ESTIMATE FOR BIDDING AND SHALL :SID A COMPLETE JOB.
CONTRACTOR SMALL ALSO ACVISE O'yINER AND ENIC!NEER
OF ANY APPARENT DISCREPANCIES IN ES"T"IMATES, PRIOR TO
TO COMMENCING CONSTRUCTION.
CITY OF FONTAN'A,CAI. 0.'%4t#_4
REVISIONS PUBLIC VICSRKS DrETARTM,..ENT
MN- APP
DESCRIPTION N(='^ I DATE `;;=� DATE ��-1vYN BY: SEWEER IMPROVEMENT PLAN ',ALE:
_ I-+ JT N A
DESIGNED: OLEANDER J"a CYPRESS AV. DATE:
FM JT FROM WALNUT Av. to 17*79.39 NORTH 2.4-90
CHECKED BY: APROVFD DWG N . SHEET
F � lt/ I OF.S
FM M CITY ENGINEER R.C.E. 25 12 6 D A T E
I
Aar- 4000 3/46MAX.,10T WX A.C.
AR -4000 3/40 MAX.,NOT MIX A.C.
SAW-CU^/RF2T)V-,,D
,D
"
..
EXISTING A.C. :� min. t!" I
5M X. "MAX. SIZE arms
'
--- — — _
SOIL, COMPACTED 95%
"MAX.
6" MAX. SIZE NATIVE
SOIL, COMPACTED 90'X.
IWITH A SELF-PROPELLED
« i VIBRATING SHEEPSFOOT j
ALECTED N$MVEI 3/4" MAX. COMPACTED To 90
Bx USE OF A VIBRATORY RY -
_
PER CITY PLANS 1 SPECS.
l COMPAC"M , OR PRE- [ iO I STENED
SJR
�OOf6i SNALL K IN ACCOROANCt M■ tl![NEN •fOtM
_ _
W/NOTC II, MK CL, A 0-LOA01 fts OUTSIDE 01AMET2R OF r}f•E
s
1A+12 MIN. = 12" MINIMUM OA AS OIR[CTIN
( saw-cut/ran_ F
r
I. All mounatime vft%h tM of fiAss egos of "test" pmeanat been
right-ef-way ragwires an emeavocitm permia joined and surface Niall overlaid ,ball
from the Public Works sepgrtaeut. receive a task coat of asphalt emulsive.
2. ftsergvmaad sweeten Aleut Nall be metifgma s- Tremease of 30 feet or are to be powW
2 verkimg do" Prior to start of von► 1 -sap- with a self -propeller paving macni n.
4f2-4133.
!. Amy etremt pwwf or resurfaced in "A
3. AU amemvmtUne ill be most, ""meow, awl peewiesa 34 smacks where the trench on-
omported as required fur ft
saty and in the tears from the curb are than 1 feet or
amemer ont forth in the o eratieae rules, ,Noce, is is a traveled lane, will require an
Md regulations prescribed by the Califenis overlay 25 fest is beth directions from
Neisiw of ludustrial safety. the eemearline ei treack. Per number
a above.
4. •Ma.aw. of I , 0-11 asa41 be .orduls"
r and approved y the sepnvtm�set of 10- If traM failwo agents never, este por-
Pic Works prier to the }lacune of the peri, • mlttes/developer will be unified of
Hent powase". cash deficiencies and allowed to revere*
` replace, read} this use . Upon frilure
Mramt psw�get Hell be tapseeme Waage 9 of the contractor to promptly comply and
dors of easWvttine, a miatsmon 2-im a thiehwee under order of the City Lmgiasnr, r%emab
of tampemey scpbNt }rims shall be planed rift- failures ,ball be remedied, removed, rer
to the trunk seem mail paromeat repair is }lased at permit too/doveloper sole eapmmm.
WtompLam d. •1M tempraey pavedg shall be
p63mad and eaamwsor in DNA n air an t• prrr ll - 31er06108 motorial Melt be *Md. grovel,
vase a sage and veaotb troweled surfane. Parmis- crash_ aggregate, or native fres-draie-
tom shall aloetin as temporary Pavement is a img granular material having a sand eq" -
ow" aft smwth commelon until Permanent paW11W velenc of net 1es8 thea 30, and skall bare
is is planes• a percentage composition by weight whits
somtorms to the following $radios$
A. /vaew a pyerssnes of peev�msac pWvgeg, 4066960
pwommmt shall be amt to a meat straight time. $wawa gives bigm ee Passive siwesm
pwemeet trash" ndjtesmt to the true" shall be
removed. 2-1/2 .....................90-1M
w. 4 .....................
WyT1r_901L-Sr77"77,At"^ IS REQUIRED PRIOR "n PLACE T^ OF PffltM' VV?IT PAVE?,Sll:.•, nae TAIIHMM
DRAWN BY I-elC,< 'Adt,
STD.
CITY of FONTANA, CALIFORNIA
CWCKEo BY c•N, "' , -/ -/A/.r,C-
A�ROVEO eY
DETAIL
�:TANOARO TRENCH REPAIR
city Engineer
. DATES
131
BENCH MARK
SAN BERNARDINO COUNTY BENCH MARK
No 616, BRASS CAP IN GAS STATION
PUMP ISLAND SOUTHEAST CORNER
HIGHLAND AVE.AND CITRUS AVE_
ELEVATION = 1510.91
(NOTE GAS STATION IS ABANDONED)
INE QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY.
CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OINN
ESTIMATE FOR BIDDING AND SHALL :SID A COMPLETE JOB.
CONTRACTOR SMALL ALSO ACVISE O'yINER AND ENIC!NEER
OF ANY APPARENT DISCREPANCIES IN ES"T"IMATES, PRIOR TO
TO COMMENCING CONSTRUCTION.
CITY OF FONTAN'A,CAI. 0.'%4t#_4
REVISIONS PUBLIC VICSRKS DrETARTM,..ENT
MN- APP
DESCRIPTION N(='^ I DATE `;;=� DATE ��-1vYN BY: SEWEER IMPROVEMENT PLAN ',ALE:
_ I-+ JT N A
DESIGNED: OLEANDER J"a CYPRESS AV. DATE:
FM JT FROM WALNUT Av. to 17*79.39 NORTH 2.4-90
CHECKED BY: APROVFD DWG N . SHEET
F � lt/ I OF.S
FM M CITY ENGINEER R.C.E. 25 12 6 D A T E
I