HomeMy WebLinkAbout2494-1.tifStd. Manhole 44 S 3K" -244a
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Ground - - ace top 21/
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T - - CONE HALF -SECTION
' 'N 2 A" I ( Pre - Cc st R.Ca
v I 4 oall t
--�
46" o SECTION OF 74
.. TOP RMS
v4''4d to
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JOINT DETAIL
Clog9"Concrete N '
outlet L See Sfd aI138 It*9p iS
)WWI** 4woW typical�lom
' 2 ccoonnccentric w*k Amoy be ue•d M Ileo of
The Ioweell t oWN, oft ~ 1 pond not
ieee thou 16 net more thou 24 oba" sb*L
r
O 4, 11t uper 0W"ft step Stroll be glued
v . , b4fteen Im top of montrole and the
jr
�" _ �erMlole torr franc and S+wN greje0 not
mae flan 3 .aide manhole.
_T 6. All join% Shall be merrar"
6. 3/4" 10 got% Kon Step or ~PC Owl per
ASTM , ASTM C•474, ASTM Type II
(rode3 754.
s/t/es T s X) f
M 7/20/ Na. of Top RI#4p C ) S
QTY OF FONTANA CALIFORNIA �
STD
STANDARD PRE -CAST MANHOLE Checked By- DETAIL
Reinforced Concrete for 6" to 2e Pipe . A °"� N eye
M oat. A..� • Asa 112
Stole � lot 2 _
AR -4000 3A"MAX., HOT MIX A.C.
AR -4000 3/4" MAX.,HOT MIX A.C.
SAW-CUT/REMOVED
•
W
EXISTING A.C. 3" min. 12" I"
6" max. _ 3" MAX. SIZE NATIVE
1�8MAX. SOIL, COMPACTED 95%
��
i
Z SEWER MAIN
_' 4 f--45 WYE7 450 1/8 BEND
w�. 1
nuw) \F3`
3� X45
tz
PLAN
"SEE STANDARDS 125A
AND 12 5 B ON SEWER
CLEANOUT BOXES w
Z
J
� I
6f
I
0
4'' V.C.P. RISER-- 4"- 45WYE 4" VC.P. LATERAL
I / r L.1% 450-1/8
PROV IDE WATER T I GHT _ _ - BEND
PLASTIC PLUG W/ --
TIGHTENING BANDS -T1 MIN. 2% SLOPE UNLESS
OTHERWISE DIRECTED BY 450
CITY ENGINEER ='
ELEVATION SEWER MAIN
CONSTRUCTION . NOTES. TI. RESIDENTIAL SEWER SHALL BE 4' MINIMUM,V.C.P PJPE.
2. ALL COMMERCIAL SEWER CONNECTIONS SHALL BE 6 V.C.P
SEWER LATERAL,WYE a RISER. QwofESS/Oti�
3. ALL SEWER CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY
SHALL BE VITRIFIED CLAY PIPE. �� Q Z
4. CONCRETE BOX SHALL BE INSTALLED WHENEVER LATERAL _ 'r"RISER WILL BE IN A CONCRETE AREA, IE. DRIVEWAY. p. 25126
SEE STANDARD, DETAIL 125A. * Exp. 12/31/93
5. PLASTIC BOX SHALL BE INSTALLED WHENEVER LATERAL
RISER WILL BE IN TURF AREA, I E. PARKWAYS. qlF� Cr,1��'�
SEE STANDARD DETAIL 1258
Revised 5-93
CITY OF FONTANA, CALIFORNIA DRAWN BY •N. STD.
SEWER LATERAL HOUSE. CLEANOUT CHECKED BY C.A/. DETAIL
A P P R 0 V E D A�- 125
n. t. s. DATE 8-14--93
Ma
Alhombl
NI
2" A.C. Pavement
• A f .. - s A A m
PLAN
TOP 12" min. A C. Pavement to
Pavement-, 1 1- surface.
I
Manhole Barrel
I
NOTES= SECTION A -A
91 SAME AS EXISTING - 3 "min. 8 6'f max.
CITY OF FONTANA CALIFORNIA
STD. MANHOLE FRAME & COVER
AND REJNFORCED CONCREiE COLL
scale: I" I'
Dan
Foundry Ca Ltd,
,- 1172
'nished
for in
3POCITICUT IQni.
12 Min. TO -
Pavement
'i • .'••: i epee• leis ••:: •
1
r
��..
R.�,s.d
8 = 88 ��
�,.� VIM
6" MAX. SIZE NATIVE
4-77 Ck
;.e( el S
SOIL, COMPACTED 90%
STD.
(WITH A SELF-PROPELLED
t2M
DETAIL
VIBRATING SHEEPSFOOT )
SELECTED NATIVE I
3/4" MAX. COMPACTED TO 90%
Date �&g
C/r EN4� EE
BY USE of A V I BRATORX .,
PER CITY PLANS a SPECS.
COMPACTOR, OR PRE- MOISTENED
'
SAND
8ED0IMG SMALL BE IN ACCORDANCE
_ _ W= TRENCH WIDTH
W/NOTE 11, PIPE CL.a D -LOADING
OQs OUTSIDE DIAMETER OF PIPE
J jy N,
I� s 12" MINIMUM OR As DIRECTED
7
(saw-cut/rem.)
gnaw. Moss
t
I. All exeavattoa within the City of pootana
7. All Odom of exiseLmt pavement being
right-of-vsy requires an omeavociom permit
joiner and anises being overlaid snail
from two Publis Marks Department.
receive a task seat of asphalt eouision.
2. Ihttorgreomd Servtoe Alert shall be notifier
4. Trenches of lee foot K awe to be pew!
2 working Asps pwLoc to •tact of wort 1-500-
wick a self-peo"Lled paving noehiae.
422 -►133.
9. Any street paved or resurfaces. is the
3. All ameavatiame shall be mets, pretacced, and
pwevieoa 34 months where the cronah ex-
supoceed M required tow safety and is the
Costs from the sorb more than 7 foes or
sooner sec forth is the opowatiena rules, srtars,
is is a trewled lams, will require as
and regolacioss prooeriied by the California
overlap 25 feet is both directions from
Division of Imisstrial S.asy.
the comeorlisa of trench. Per number
S abew.
4. Compeselam of baohfill simll be wewified b,
somcractow amt app ad by the b pertssat of IS. It trench failure shasLA oesur, the par -
Public Works priow to tis pissime of the perms-
nittes/reveLoper will be o"Ified of
"mc Pavement.
seri tefisLemsiae and elle od to room%.
r"Lase, remedy this work. Open feilmwe
S. Permememt psotnwt shall be roNwd richt• S
of the sestrastoe to poly swplp and
days of amownesem, a miNmmo !-took chicken"
cuter order of the City Smeioesr, t.-oosk
Of tempewalv, I�Sit pow simll be via*" with-
failures shall be remedied. reoowed. re-
in the tso� -0m Iftil powm umot repair is
pissed at pesmittoo/Mwloper se Le expense.
is comp Leas& go empowawy paving sbe L 1 be
placed an!' 0000' WOW is amok a semmm as to pre-
11. iodri" mmearial shall be sand, gravel.
Vide a sash ChM ftl0ek tro"Isod suefaso. Pesmit-
crusher aggregate. or native free-drata-
teo shall 406we"s do tampewory pevemant is a
tag granular mscerial baying a sand equi-
sate and sMtk swddtiom petit possessing paving
Valamc of net lssa than 30. and shall have
is in place.
a percentage composition by weight whiob
conforms to the following gradiats
6. Prior to plasesmme-of pesmemeac paving, existing
Pavement shall be sot to a 2eac straight lima.
Slew Slags Ptrsemtme Passim Stares
Pawmeat creeked &disease to the tressh shall be
remover.
2-1/2 .....................90-100
me. 4 ...... ....... ....35-100
tK7rE-SOIL-Srr_'ERILArlj' IS REQUIRED PRIOR TO PLACEMENT OF PERMANENT PAVEMENT, see EARTHWORK
DRAWN BY /f/C1" LADi
STD.
CITY of FONTANA, CALIFORNIA
CHECKED BY ��✓- �-'`�, ��. ,�%rc.
J
APPfMED BY
D E TA I L
STANDARD TRENCH REPAIRcity
Engineer
- -g�
' DATE /G
131
i
Z SEWER MAIN
_' 4 f--45 WYE7 450 1/8 BEND
w�. 1
nuw) \F3`
3� X45
tz
PLAN
"SEE STANDARDS 125A
AND 12 5 B ON SEWER
CLEANOUT BOXES w
Z
J
� I
6f
I
0
4'' V.C.P. RISER-- 4"- 45WYE 4" VC.P. LATERAL
I / r L.1% 450-1/8
PROV IDE WATER T I GHT _ _ - BEND
PLASTIC PLUG W/ --
TIGHTENING BANDS -T1 MIN. 2% SLOPE UNLESS
OTHERWISE DIRECTED BY 450
CITY ENGINEER ='
ELEVATION SEWER MAIN
CONSTRUCTION . NOTES. TI. RESIDENTIAL SEWER SHALL BE 4' MINIMUM,V.C.P PJPE.
2. ALL COMMERCIAL SEWER CONNECTIONS SHALL BE 6 V.C.P
SEWER LATERAL,WYE a RISER. QwofESS/Oti�
3. ALL SEWER CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY
SHALL BE VITRIFIED CLAY PIPE. �� Q Z
4. CONCRETE BOX SHALL BE INSTALLED WHENEVER LATERAL _ 'r"RISER WILL BE IN A CONCRETE AREA, IE. DRIVEWAY. p. 25126
SEE STANDARD, DETAIL 125A. * Exp. 12/31/93
5. PLASTIC BOX SHALL BE INSTALLED WHENEVER LATERAL
RISER WILL BE IN TURF AREA, I E. PARKWAYS. qlF� Cr,1��'�
SEE STANDARD DETAIL 1258
Revised 5-93
CITY OF FONTANA, CALIFORNIA DRAWN BY •N. STD.
SEWER LATERAL HOUSE. CLEANOUT CHECKED BY C.A/. DETAIL
A P P R 0 V E D A�- 125
n. t. s. DATE 8-14--93
Ma
Alhombl
NI
2" A.C. Pavement
• A f .. - s A A m
PLAN
TOP 12" min. A C. Pavement to
Pavement-, 1 1- surface.
I
Manhole Barrel
I
NOTES= SECTION A -A
91 SAME AS EXISTING - 3 "min. 8 6'f max.
CITY OF FONTANA CALIFORNIA
STD. MANHOLE FRAME & COVER
AND REJNFORCED CONCREiE COLL
scale: I" I'
Dan
Foundry Ca Ltd,
,- 1172
'nished
for in
3POCITICUT IQni.
12 Min. TO -
Pavement
'i • .'••: i epee• leis ••:: •
1
r
��..
R.�,s.d
8 = 88 ��
�,.� VIM
d Re ✓used
4-77 Ck
;.e( el S
Drawn By
STD.
Checked By
DETAIL
Approved
Date �&g
C/r EN4� EE
109
1419 OR 1419T SE
12"
1419 SERIES BODY
4'
1. The Cleanout Box to be a Brooks No. 1419 Series
with Plastic Cover or Equal.
2. Box to be Installed to allow Maximum Access to PL w'
Cleanout.
3. This Plastic Box is to be Installed Whenever the ut
V.C.P. Lateral Riser will be in a Landscape Area. *ry, CIVIL
rllF OF C AL,FOQ`
a•��• �
AC A D STD, DET. 931-6012 Signed: Date:
CITY OF FONTANA, CALIFORNIA Drawn By STD.
Checked By QV
SEWER, CLEANOUT BOX Approved ByO4,oh,
DETAIL
N.T.S. Date Xr-le. 9.1
125 B
1
C
GRIND EXIST. PVM'T.
�- DOWN i "I ON BOTH
.o• Orj
a SIDES OF STREET
I' D
V
TYPICAL STREET SECTION
N. T. S .
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC
WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER,
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR
TO THE START OF WORK WITHIN THE CITY LIMITS.
3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE
WORK TO THE PLAN GRADES.
4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER LINES
METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THE PLANS AND
LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED
BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED
PRIOR TO CONSTRUCTION.
5. "AS BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
6. ENGINEER SHALL CHECK OUT ORIGINAL SEWER PLANS AND TRANSFER "AS BUILT" INFORMATION PRIOR
TO CITY ACCEPTANCE OF THE SEWER SYSTEM.
7. ALL 4" HOUSE LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
8. SEWER CONTRACTOR SHALL CHISEL "S" IN THE CURB AT THE LOCATION OF THE LATERAL.
9. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW GRADE
AND DURING PAVING RAISED TO FINISH GRADE.
10. ALL STATIONING REFERS TO CENTERLINE OF STREET.
11. STREET INTERSECTION CENTERLINE DISTANCE TIE-IN SHALL BE SHOWN.
I2. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT,
13. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS.
4. PRIOR TO CONSTRUCTION OF THE WATER, SEWER OR STORM DRAIN LINES THE CONTRACTOR SHALL EXPOSE
THE EXISTING WATER, SEWER OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR, AND VERIFY
THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO
A CITY FACILITY DOES NOT IMPLY CORRECTNESS OF THE ELEVATION OR LOCATION AS SHOWN ON THE
PLANS.
VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR
AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
!�. TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE FRONT PROPERTY LINE WITH PLUG, 12" BELOW
GROUND SURFACE; UNLESS OTHERWISE EXTENDED TO THE HOUSE SEWER CONNECTIONS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET
CENTERLINE MONUMENTS OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER
THEY ARE SHOWN ON THE PLANS OR NOT.
PRIVATE ENGINEER'S NOTE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES,
CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED
BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON
THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL
LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL 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 THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD.
THE COUNTY OF SAN BERNARDINO, THE OWNER, AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
THE OWNER OR THE ENGINEER.
IMPORTANT NOTICE
- SeCtion 4216!4217 of the Government,
Code requires a Dig Alert Identification
Number be issued 0efore a
"Permit to Excavate" vy:II t;c VWid
For your Dig Alart 11) I114ulnovr Gall
Underground �4'ut vlt. ,Alen
TOLL FREE 1-800-422-4133
Two working clays Ueloie you dig
CITY'OF FONTANA, CALIFORNIA
-PUBLIC WORKS DEPARTMENT,
$EWEN P AP O SGT AQ 5110wa
r, EL M V I. ItJ4 GOuISTDate: - -
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