HomeMy WebLinkAbout1849-1GENERAL NOTES SEWER
—
I. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED 8Y THE SEWER
CONTRACTOR 6' BELOW FINISHED SURFACE GRADE AND UPON COMPLETION
OFPAVING,THE PAVING CONTRACTOR SHALL RAISE SAME TOFINISHED GRADE
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2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE
CITY OF FONTANA PUBLIC WORKS DEPARMENT STANDARD SPECIFICATIONS
DATE 1975
UTILITY NOTIFICATIONS
3. THE SEWER CONTRACTOR SHALL PROVIDE THE CITY OF FONTANA
PUBLIC WORKS DEPARTMENT WITH AS— BUILT PLANS.
4. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
LOCATING AND PROTECTING FROM DAMAGE, ALL EXISTING
In
PRIVATE ENGINEER'S NOTE
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING
THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF
DISCREPANCIES ARISING DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL
BE RESPONSIBLE FOR DETERMINING AN ACCEPTADLE SOLUTION AND REVISING
THE PLANS FOR APPROVAL BY THE CITY.
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES
OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APROXIMATE
AND SHALL BE CONFIRMED BY THE CON RACTOR, SO THAT ANY
NECESSARY ADJUSTMENT CAN SE MADE IN ALIGNMENT AND/ OR GRADE OF
THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES t0 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 BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSABILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT, 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 HOLO DESIGN PROFESSIONAL HARLESS FROM ANY AND i1LL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY
• ARISING FROM THE SOLE NEGLIGENCE OF ASIGN PROFESSIONAL.
BASIS OF BEARINGS
PARCEL MAP 348 1N THE CITY OF FONTANA, OF SAN BERNARDINO, STATE Of
CALIFORNIA AS PER MAP FILED IN BOOK 30 PAGE 97, OF PARCEL MAPS IN i
THE OFFICE OF THE RECORDER OF SAID. COUNTY.
RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF.
IRRIGATION: FONTANA UNION WATER CO.
PO. BOX 309
FONTANA, CA 92334
(714) 822 -2209
D
MPROVEMENT
T S
r AVE
PLANS
W
a '
W
Ir
a
U
SHEET 6
6" MIN. 10 MAX. 6" MIN. 10 MAX.
3E D S EWER LINE SELECTED NATIVE SOIL N Z
1 11 MAX. SIZE COMPACTED
TO 90%
+ a o
a o
N OTE: NYVAI-
CONTRACTOR SHALL CONTACT z
PROPERTY OWNERS ADJACENT
TO THIS PROJECT, FOR POSSIBLE
CONNECTIONS TO THIS SEWER TYPICAL BEDDING FOR V.C.P. SEWER
LINES. CONNETION TO BE PAID LESS THAN 10' -DEEP
AY FArWPROPFRTY nWNFR
NE AVE
EWER LINE
INDEX MAP
N.T. S
6" MIN. b" MAX. N
6"MIN. 10"MAX.
SELECTED NATIVE SOIL ,
I" MAX. SIZE COMPACTED a
TO 90 % IN
PIPE 4
1/4" TO 3/4" +
ROCK BEDDING '` a
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TYPICAL BEDDING FOR VCP SEWER
10' OR DEEPER
No. 1914)
F 0
0
UNDERGROUND UTILITIES AND STRUCTURES, SHOWN OR NOT SHOWN
WATER:
FONTANA WATER CO.
ON THESE PLANS.-
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P. 0, Box 9 8 7
— 5.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
Z
FONTANA CA. 92334
FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY
W
(7I 4) 8 22 - 2201
WORK WITHIN THE CITY LIMIT.
(ROUTE 30)8
,
S.
ALL SEWER WORK SHALL BE SUBJECT TO THE REQUIREMENTS OF
ELECTRIC:
SOUTHERN CALIFORNIA EDISON
THE STATE OF CALIFORNIA PUBLIC HEALTH DEPARTMENT MEMO
W WALNUT S
P.O. BOX 788,
4
TITLED SEPARATION OF SEWER AND WATER MAINS.
SITE
RIALTO, CA.
BASELINE AVENUE
-IIIIASELINE ANUE
(714) 820-5328
.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 2nd. FLOOR
W FOOTHILL BLVD.
DISCREPANCY BEFORE BEGINNING CONSTRUCTION OF UPSTREAM SEWERS.
ANAHEIM, CA. 928077
-- $.
ADEQUATE STAKES SHALL BE SET BY ENGINEER TO ENABLE THE
4i
( 714) 666- 5471
ARROW HIGHWAY
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
<
W
SEWER lk STORM DRAIN.*
CITY OF FONTANA
--- 9.
ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL
_
8353 SIERRA AVE FONTANA,
IV
... _
W
TELEPHONE OR POWER POLES,WATER METER S -,VALVE$,, HYDRANTS ,
W
CA. 92335
V
IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON TH IS PLAN
Nf
(714) 350 - 7610
SAN BERNARDINO AVENU
AN LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH
VICINITYMAP,,
CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE
N. T. S.
THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES
CABLE Tv:
COMCAST CABLEVISION
s
CONCERNED BEFORE CONSTRUCTION BEGINS-
1257 WEST BROOKS ST.
CONSTRUCTION NOTES
AND ESTIMATED QUANTMES
ONTARIO, CA. 9176 2
_10.
ALL STATION ING REFERS TO CENTERLINE OF SEWER.
O
983 - 9895
11.
ADRIVEWAYS(714)
NO LATERALS SHALL BE PLACED UNDER
�2
CONSTRUCT STANDARD PRE -CAST MANHOLE PER CITY OR
12.
ENGINEER SHALL CHECKOUT ORIGINAL SEWER IMPROVEMENT PLANS
GAS:
SOUTHERN CALIFORNIA GAS CO.
12 UNITS
AND TRANSFER "AS-BUILT"INFORMATION PRIOR TO CITY ACCEPTANCE
-CONNECT TO STUB AT EXISTING MANHOLE
P.O. BOX 3003
F UNIT
OF THE SEWER SYSTEM.
CONSTRUCT 8" STUB &' PLUG.
REDLANDS, CA. 92373
I UNIT
�5
PAVEMENT RESTORATION PER CITY OF FONTANA STANDARD DETAIL 131
(714) 79 8 - 7783
In
PRIVATE ENGINEER'S NOTE
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING
THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF
DISCREPANCIES ARISING DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL
BE RESPONSIBLE FOR DETERMINING AN ACCEPTADLE SOLUTION AND REVISING
THE PLANS FOR APPROVAL BY THE CITY.
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES
OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APROXIMATE
AND SHALL BE CONFIRMED BY THE CON RACTOR, SO THAT ANY
NECESSARY ADJUSTMENT CAN SE MADE IN ALIGNMENT AND/ OR GRADE OF
THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES t0 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 BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSABILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT, 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 HOLO DESIGN PROFESSIONAL HARLESS FROM ANY AND i1LL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY
• ARISING FROM THE SOLE NEGLIGENCE OF ASIGN PROFESSIONAL.
BASIS OF BEARINGS
PARCEL MAP 348 1N THE CITY OF FONTANA, OF SAN BERNARDINO, STATE Of
CALIFORNIA AS PER MAP FILED IN BOOK 30 PAGE 97, OF PARCEL MAPS IN i
THE OFFICE OF THE RECORDER OF SAID. COUNTY.
RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF.
IRRIGATION: FONTANA UNION WATER CO.
PO. BOX 309
FONTANA, CA 92334
(714) 822 -2209
D
MPROVEMENT
T S
r AVE
PLANS
W
a '
W
Ir
a
U
SHEET 6
6" MIN. 10 MAX. 6" MIN. 10 MAX.
3E D S EWER LINE SELECTED NATIVE SOIL N Z
1 11 MAX. SIZE COMPACTED
TO 90%
+ a o
a o
N OTE: NYVAI-
CONTRACTOR SHALL CONTACT z
PROPERTY OWNERS ADJACENT
TO THIS PROJECT, FOR POSSIBLE
CONNECTIONS TO THIS SEWER TYPICAL BEDDING FOR V.C.P. SEWER
LINES. CONNETION TO BE PAID LESS THAN 10' -DEEP
AY FArWPROPFRTY nWNFR
NE AVE
EWER LINE
INDEX MAP
N.T. S
6" MIN. b" MAX. N
6"MIN. 10"MAX.
SELECTED NATIVE SOIL ,
I" MAX. SIZE COMPACTED a
TO 90 % IN
PIPE 4
1/4" TO 3/4" +
ROCK BEDDING '` a
a �
TYPICAL BEDDING FOR VCP SEWER
10' OR DEEPER
No. 1914)
F 0
0
i
I
ilE QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY.
CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN
ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE JOS.
CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER
OF ANY APPARENT DISCREPANCIES IN ESTIMATES, PRIOR TO
TO COMMENCING CONSTRUCTION.
BUILT -NO RECORD DATA AS BUILT
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WWp
Z
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W
HIGHLAND AVENUE
(ROUTE 30)8
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w
W WALNUT S
4
=OJECT
SITE
BASELINE AVENUE
-IIIIASELINE ANUE
Q`►
MILLER AVE N
�J
W FOOTHILL BLVD.
•
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ARROW HIGHWAY
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W
IV
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W
> W W f.
W
V
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SAN BERNARDINO AVENU
VICINITYMAP,,
N. T. S.
s
CONSTRUCTION NOTES
AND ESTIMATED QUANTMES
ITEM
QUANTITY
O
CONSTRUCT 8" EXTRA STRENGTH V.C.P.
SEWER MAIN.
2665 L.F
�2
CONSTRUCT STANDARD PRE -CAST MANHOLE PER CITY OR
FONTANA STD. DETAIL 109,112 8 114
12 UNITS
Q
-CONNECT TO STUB AT EXISTING MANHOLE
F UNIT
CONSTRUCT 8" STUB &' PLUG.
I UNIT
�5
PAVEMENT RESTORATION PER CITY OF FONTANA STANDARD DETAIL 131
3961 L.Fg
G),
CONSTRUCT 10" EXTRA STRENGTH V. C.P.
SEWER MAID
1304 L.F.
U7
CONSTRUCT 10 STUB ak PLUG
2 UNITS
N O T E THE C.ONTRALTOR SHALL
INSTALl. W YE S A Nb LATERALS AS
DIRECTED dY PUBLIC WORK%
INSPECTOR IAIFRONT OF
1EACS
RESID�sNClG .
i
I
ilE QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY.
CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN
ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE JOS.
CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER
OF ANY APPARENT DISCREPANCIES IN ESTIMATES, PRIOR TO
TO COMMENCING CONSTRUCTION.
BUILT -NO RECORD DATA AS BUILT
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