HomeMy WebLinkAbout3945-1GENERAL SE WER NO TES:
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK'). 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 'GREEN
BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID 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 DEVE-
LOPMENT DEPARTMENT, ENGINEERING 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
NON -METRIC 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 WORK
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION
OF INDUSTRIAL SAFETY.
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600
TWO WORKING DAYS BEFORE EXCAVATION.
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL
STAKING DURING CONSTRUCTION.
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT
TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL
TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION
AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY
DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL,
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION
OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
TEMPORARY NDN-EROOEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE.
24 /F SEWER CONSTRUCTION IS TO BE DONE /N PHASES, THE CONTRACTOR SHALL PROVIDE
A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE
DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS
OF THE ASTM DESIGNATION C700 FOR V.C.P..
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL
OF THE CITY ENGINEER.
27 SHORT VCP STUBS WITH FLEX/BLE 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 29 MINIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE
STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS
MEASURED FROM THE UTILITY EASEMENT.
31 THE SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
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
36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL 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.
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
TRACT 17438
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
ADELPHIA (CABLE TV)
A TTN: BRIAN WREN
A TTN: JA CK HA YES
8353 SIERRA A VENUE
1205 DUPONT AVENUE
FONTANA, CA 92335
ONTARIO, CA. 91761
(909) 350-6632
(909) 390-4738
SO. CALIFORNIA GAS COMPANY
VERIZON
ATTN: JACK JARVIS
ATTN: JERRY PAUBEL
16231 VALLEY BLVD.
1400 E PHILLIPS BLVD.
FONTANA, CA. 92335
POMONA, CA. 91766
(909) 428-8411
(909) 469-6354
EMERGENCIES: (800) 427-2200
3
EA
FONTANA WATER COMPANY
50. CALIFORNIA EDISON COMPANY
ATTN: MICHAEL J. McGRAW
7951 REDWOOD AVE.
8440 NUEVO AVENUE
FONTANA, CA. 92335
1,902
(909) 820-5598 - UNDERGROUND
FONTANA, CA. 92335
(909) 875-5100 - TRANSMISSIONS
(909) 822-2201
(213) 637-1233 - PIPELINES
FAX. • (909) 823-5046
(909) 357-6233 - DISTRIBUTION
13
EA
WEST VALLEY WATER DISTRICT
CRAWFORD CANYON MUTUAL WATER CO.
ATTN. LON TSAI
ATTN: BASIL J. FABR/ZIO
855 W. BASELINE ROAD
(909) 463-9580
RIALTO, CA 92377
SBC
ATTN: JAMES ZIELINSKI
UNDERGROUND SERVICE ALERT
1265 N. VAN BUREN STREET
(800) 422-4133
SUI TE 180
UL TIMA TE BACKFLOW PREVENTION VA VE
ANAHEIM, CA 92807
METROPOLITAN WATER DISTRICT
( 714) 666-5415
WATER SYSTEM OPERATION GROUP
JUNE 2005
ATTN: JOE MIRONE
CHECKED B
(909) 776-2664
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS,
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY, • THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY, AND HOLD 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.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL
REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT
OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF
nnAimmnAuc
CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE
BOXES, UTILITY BOXES AND LIDS, ETC.
FINAL GRADE CERTIFICATION SHALL BE PROVIDED TO THE BUILDING AND SAFETY
INSPECTOR PRIOR TO FINAL INSPECTION.
M. W. D, CONS TRUC TION NOTES:
L NOTIFY MR. JOE MIRONE OF M. W.D. 'S WATER SYSTEM OPERATIONS GROUP,
TELEPHONE (909) 776-2664, AT LEAST TWO (2) WORKING DAYS ( MONDAY
THROUGH THURSDAY ) PRIOR TO ANY WORK IN THE VICINITY OF M. W.D. 'S
FACILITIES AND RIGHT-OF-WAY.
2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM
4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER,
EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED
CATERPILLAR 657E OR 6668 SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED
THE GROUND lS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE.
J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE
USED OVER THE PIPELINE MUST BE SUBMITTED FOR M.W.D. 'S REVIEW AND
APPROVAL AT LEAST 30 DAYS PRIOR TO CONSTRUCTION.
4. ALL M. W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY
CONSTRUCTION WORK, WHEN A MANHOLE OR OTHER M. W.D. FACILITY MUST
BE MODIFIED TO ACCOMODATE THE CONSTRUCTION, THE FACILITY
SHALL BE MODIFIED BY M.W.D. FORCES.
TOLL FREE -qmmmm'"'l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
APN 0_2' 30-141 -32
-- F11TUTD SCrl00-1 SITr
-----------
—1j
35 7
34
CASA GRANDE AVENUE
4 5 6 7 8 9 10 111
Rl♦
T. 24' WVWD WA El
120" MWD WATER
—=a="::_- __ === --------------
I"
-
13 1 14 / I 15
1" SGVMWD
---------------
0
I I
_L
32 31 30 29 28 27 26 25 24 23 212 21 1
frUrJu� r�� VEL, U`PNIEI�IT 1 G,�
ILP.N 23J-141-11
INDEX MA P
SCALE: I" = 150'
CONS TRUC TION NOTES
u
OINSTALL
8" EXTRA STRENGTH V.C.P. SEWER
1, 598
LF
2O
INSTALL 18" EXTRA STRENGTH V.C.P. SEWER
1, 146
LF
O3
CONSTRUCT PRECAST CONCRETE MANHOLE PER
6
EA
EDGE PA VEMEN T
CITY OF FONTANA STD. DWG. NO. 112 ( ID= 48 " )
EDGE GRADE
E. V. C.
OCONSTRUCT
PRECAST CONCRETE MANHOLE PER
3
EA
FINISH SURFACE
CITY OF FONTANA STD. DWG. NO. 112 ( ID=60" )
GRADE BREAK
H. P.
OINSTALL
4" V.C.P. SEWER LATERAL PER
1,902
LF
ON CUR VE
CITY OF FONTANA STD. DWG. NO. 125
56
EA
O
INSTALL BACKWATER VALVE DEVICE
13
EA
1" SGVMWD
---------------
0
I I
_L
32 31 30 29 28 27 26 25 24 23 212 21 1
frUrJu� r�� VEL, U`PNIEI�IT 1 G,�
ILP.N 23J-141-11
INDEX MA P
SCALE: I" = 150'
LEGEND
A. C.
CONS TRUC TION NOTES
QUANTITIES
OINSTALL
8" EXTRA STRENGTH V.C.P. SEWER
1, 598
LF
2O
INSTALL 18" EXTRA STRENGTH V.C.P. SEWER
1, 146
LF
O3
CONSTRUCT PRECAST CONCRETE MANHOLE PER
6
EA
EDGE PA VEMEN T
CITY OF FONTANA STD. DWG. NO. 112 ( ID= 48 " )
EDGE GRADE
E. V. C.
OCONSTRUCT
PRECAST CONCRETE MANHOLE PER
3
EA
FINISH SURFACE
CITY OF FONTANA STD. DWG. NO. 112 ( ID=60" )
GRADE BREAK
H. P.
OINSTALL
4" V.C.P. SEWER LATERAL PER
1,902
LF
ON CUR VE
CITY OF FONTANA STD. DWG. NO. 125
56
EA
O
INSTALL BACKWATER VALVE DEVICE
13
EA
O
REMOVE PLUG AND JOIN EXISTING 18" V.C.P. SEWER
2
EA
LEGEND
A. C.
ASPHAL TIC CONCRETE
B_ C.
BEGIN CURVE
B. V. C.
BEG. VERTICAL CURVE
B. W.
BACK SIDEWALK
C. B.
CATCH BASIN
C. L.
CEN TERL INE
E. C.
END CURVE
E. P.
EDGE PA VEMEN T
E G.
EDGE GRADE
E. V. C.
END VERTICAL CURVE
F. L.
FLOW LINE
F. S.
FINISH SURFACE
G. B.
GRADE BREAK
H. P.
HIGH POINT
INV
INVERT
0. C.
ON CUR VE
P. C. C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
R1W
RIGHT OF WA Y
TAN.
TANGENT
T. C.
TOP OF CURB
W
WID TH
V
VERTICAL DEPTH
(590.69)
INDICATES EXISTING ELEVATION
590.69
INDICATES PROPOSED ELEVATION
—Y= _
INDICATES SLOPE 2:1
0
A C PA VEMEN T
10 MAX.
REMOVAL
0
GRIND
MADOLE AND ASSOCIATES, INC.
EDGE OF PAVEMENT
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
deo .ne_wi�G CONFORMANCE WITH CONDITIONS AND S TANDA RDS IN EFFECT.
0 WNER/DEVEL OPER:
P
/0
CA ANDE
LAJ
-
V
J
SU M/T AVE UE
a
V
VICINITY MAP
NOT TO SCALE
TABLE: 200-1.2 [A]
TYPICAL BEDDING DETAIL
PERCENTAGE
SIEVE SIZE
PASSING
PAVEMENT SUBGRADE
SIEVES
1 1412-
21
AS SHOWN ON RECORD OF SURVEY
1
M1 WEST
,314
100
1 2
90-100
,318
20-60
NO. 4
0-15
NO. 8
0-5
TM C 131
rA—CSS
10 MAX.
T GRADING
B
W
v
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I
0
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NORTH FONTANA INVESTMENT COMPANY, LLC
1156 N. MOUNTAIN AVENUE
UPLAND, CA. 91785-0670
P.O. BOX 670
PHONE: (909) 985-0971
BENCH MARK: 18-17
TYPICAL BEDDING DETAIL
TOP OF STRUCTURAL
BRASS CAP IN THE CONCRETE
BASE OF
PAVEMENT SUBGRADE
NOTES. •
AS SHOWN ON RECORD OF SURVEY
343' NORTH OF HIGHLAND, 0.2
M1 WEST
3" MAX. SIZE NATIVE
1. TRENCH WIDTH SHALL BE CONTROLLED
WEST
SOIL COMPACTED 95%
TO TOP OF PIPE ZONE.
THESE RFCO('!' AkA, NJ( i HAVE SEEN PRPARED, IN
FOR THIS MAP.
�' r�r*,.,
1 N0. 36 3 7�
6 " MIN.
6 " MIN.
2. TRENCH DEPTHS OF GREATER THAN 5'
10 MAX.
10 MAX.
SHALL HAVE ADEQUATE SHORING.
HAVE BLEN IF GORPORA ED INTO THE DOCUMENTS AS
A RESULTOF
MADOLE AND ASSOCIATES, INC.
J. CLASS 11 AGG. BASE ALL TRENCHES
vt
LESS THAN 100' IN LENGTH.
_
_ _ 1:1 SLOPE OR FLATTER
4. COMPACTION SHALL BE 90101, IN ALL
_
OR ADEQUATE SHORING
ZONES UNLESS OTHERWISE SPECIFIED.
ONTARIO, CA 91761
TRENCH STABILITY SHALL CONFORM
PHONE 9091 937-9151
C 1 V\ 4�\P
TO CAL - OSHA REQUIREMENTS.
6 " MAX. SIZE
1 " MAX. SIZE
NATIVE SOIL
SELECTED NATIVE
5. THE SEWER PLUMBER TO VERIFY THE
COMPACTED 909'
BEDDING COMPACTED
UL TIMA TE BACKFLOW PREVENTION VA VE
WENDELL L. I WA TSURU
TO 90%
L OCA TION WI TH JOB SUPERIN TENDEN T.
JUNE 2005
CHECKED B
N�
SEWER PIPE
'
* 10' OR DEEPER USE 1/2"
o o
CRUSHED
STONE BEDDING
p
PER STD. SPECS FOR PUBLIC a _
WORKS CONSTRUCTION TABLE
R. C. E. 51152 DATE
200 1.2 [A]
SHOWN
NORTH FONTANA INVESTMENT COMPANY, LLC
1156 N. MOUNTAIN AVENUE
UPLAND, CA. 91785-0670
P.O. BOX 670
PHONE: (909) 985-0971
BENCH MARK: 18-17
TYPICAL BEDDING DETAIL
BASIS OF BEARINGS.
BRASS CAP IN THE CONCRETE
BASE OF
THE CENTERLINE OF CITRUS AVENUE
THE SOUTH LEG OF AN SCE TOWER
AS SHOWN ON RECORD OF SURVEY
343' NORTH OF HIGHLAND, 0.2
M1 WEST
35/9 TAKEN AS N 0170'30' W. WAS
OF SAN SEVAINE RD., 2.65 M1
WEST
USED, AS THE BASIS OF BEARINGS
OF SIERRA AVE.
ELEVATION: # 1428.609
THESE RFCO('!' AkA, NJ( i HAVE SEEN PRPARED, IN
FOR THIS MAP.
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1 N0. 36 3 7�
PART, O� ;c �r `OP"A "ION CO I; ED AND
FUF N&.f p.. ,. fi , • E ENGINEER X1 ILL €UOT BE
Prepared Under The Supervision Of
QR�Eq
PESPOIN:SLE c4, ANY FRRORS OR OMISSIONS WHICH
PREPARED IN THE OFFICE OF
HAVE BLEN IF GORPORA ED INTO THE DOCUMENTS AS
A RESULTOF
MADOLE AND ASSOCIATES, INC.
CW�I
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760-A S. ROCHESTER AVENUE
* Exp: 06-30-06 *
ONTARIO, CA 91761
PHONE 9091 937-9151
C 1 V\ 4�\P
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THESE RFCO('!' AkA, NJ( i HAVE SEEN PRPARED, IN
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HAVE BLEN IF GORPORA ED INTO THE DOCUMENTS AS
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CITY OF FONTANA, CALIFORNIA
SEWER IMPRO VEMEN T PLANS
DRAWN BY.Ch
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CHECKED B
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R. C. E. 51152 DATE