HomeMy WebLinkAbout4042-1GENERAL SEWER NOTES:
-
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 NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE.
24 IF SEWER CONSTRUCTION IS TO BE DONE IN 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 FLEXIBLE 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 2% 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.
SEE SHT. N0.
SEE SHT.
PRIVATE ENGINEERS
NOTICE TO CONTRACTORS
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
TRACT N0 16518
SEE SHT. N0. 3
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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 RESPONSIBILITY 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 WORK
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: BRIAN WREN
ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E.CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5467
THE GAS COMPANY
COMCAST (CABLE TV)
ATTN. GREG GASPAR
ATTN: JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA. 92335
ONTARIO, CA. 91761
(909) 428-8411
(909) 390-4736
EMERGENCIES: (800) 427-2200
I
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVENUE
FONTANA, CA. 92335
(909) 820-5598 UNDERGROUND
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 PIPELINES
(909) 357-6233 DISTRIBUTION
(800) 422-4133
CRAWFORD CANYON MUTUAL WATER CO
ATTN: BILL VANDERKIEFT, JR.
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 227-2600
GENERAL TELEPHONE COMPANY
ATTN: STEVE HOCK
1400 E. PHILLIPS BLVD.
ONTARIO, CA. 91766 (909)
(800) 422-4133
FONTANA WATER COMPANY
ATTN: MICHAEL J. McCRAW
8440 NUEVO AVENUE
FONTANA, CA 92335
(909) 822-2201
FAX: (909) 823-5045
TABLE: 200-1.2 rAl
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1 2
-
1
-
3 4
100
1 2
90-100
3/8"
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
6" MIN.
10" MAX.
3" MAX. SIZE —
NATIVE SOIL
COMPACTED 95%.
6" MAX. SIZE —
NATIVE SOIL
COMPACTED 90%.
V.C.P
10' OR DEEPER USE 1/2"
CRUSHED STONE BEDDING
PER STD. SPECS. FOR
PUBLIC WORKS CONSTRUCTION
TABLE 200 1.2 [A].
VARIES
6" MIN,
10" MAX.
1" MAX. SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90%.
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TYPICAL BEDDING DETAIL
NOT TO SCALE
MILLER AVENUE
VICINITY MAP
NOT TO SCALE
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MILLER AVENUE
VICINITY MAP
NOT TO SCALE
SCALE IN FEET
100 200 300 400 TYPICAL SEWER LATERAL & WATER SERVICE DETAIL
NTS
SOILS ENGINEER:
SOILS SOUTHWEST, INC.
897 VIA LATA, SUITE N
COLTON, CA 92324
(909) 370-0474
PROJ. NO. 04283-F
DEVELOPER:
K. HOVNANIAN/FORECAST HOMES
4240 E. JURUPA STREET, SUITE 402
ONTARIO, CA 91764
(909) 937-3270
CONSTRUCTION NOTES:
1 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2_ CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48")
3 INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125.
)_ INS PER APWA STD. 223-1, CASE E,
S T 3.
QUANTITIES:
1,405 L.F.
# EA.
1,285 L.F.
2 EA.
o "RECORD DRAWMAG'
7,( 3AREV. REVISION DESCRIPTION DATE ENGR. CITY DATE BASIS OF BEARINGS: �u
A THE CENTERLINE OF MILLER AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT DEVELOPMENT & ENGINEERING CITY OF FONTANA, CALIFORNIA
BEING N89'46'38"E PER M.B. 193/1-2 TGA
, INC.COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Pe'1'� j PLANNING AND CIVIL ENGINEERING SEWER IMPROVEMENT PLANS
o
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SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 3 c°N��?� 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 SAWN BY. JAJ TRACT 16518 SCh- AS SHOWN
DIAL
BENCH MARK: # 255 No. 65195 Q (909) 581-7212 PHONE (909) 581-7217 FAX
TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ° 'D DESIGNED BY- DATE:
IT
BEFORE )DAYS BEFO0RE LOCATED AT THE INTERSEC11ON OF * Exp; 9-30-05y * JAJ SHEET
APR 2006
YOU DIG YOU DIG ALDER AVENUE AND MILLER AVENUE
DATE 9/67 ELEV 1358.51 PK NAIL BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 'qe�cFC Lj�o��ti b ,� y_o ECICED BY: BY: DRAYNNG NO.:
TOLL FREE 1-800-227-2600 WEST END SW CURB RETURN
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 135851 STANDARDS IN EFFECT. MANUEL DE JESUS ONZAL RCE 65195 (EXP. 9-30-07) DATE p�� ��rMJG' 4042
Q, Rem PRAwiviG I►•3.09 / G ATION: �l ENGI R.C.E. 51152 DATE 4
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8' MIN.
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101-
AVG.
3' MIN, 5' MAX.
NORTH AND EAST SIDE
5 MIN
CURB LINE
DIST
SEWER LATERAL
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WATER LAT. & SERVICE
ao � o0 oN
METER BY FONTANA WATER
STREET C.L.
O cif
COMPANY
in
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s
SEWER MAIN
SCALE IN FEET
100 200 300 400 TYPICAL SEWER LATERAL & WATER SERVICE DETAIL
NTS
SOILS ENGINEER:
SOILS SOUTHWEST, INC.
897 VIA LATA, SUITE N
COLTON, CA 92324
(909) 370-0474
PROJ. NO. 04283-F
DEVELOPER:
K. HOVNANIAN/FORECAST HOMES
4240 E. JURUPA STREET, SUITE 402
ONTARIO, CA 91764
(909) 937-3270
CONSTRUCTION NOTES:
1 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2_ CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48")
3 INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125.
)_ INS PER APWA STD. 223-1, CASE E,
S T 3.
QUANTITIES:
1,405 L.F.
# EA.
1,285 L.F.
2 EA.
o "RECORD DRAWMAG'
7,( 3AREV. REVISION DESCRIPTION DATE ENGR. CITY DATE BASIS OF BEARINGS: �u
A THE CENTERLINE OF MILLER AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT DEVELOPMENT & ENGINEERING CITY OF FONTANA, CALIFORNIA
BEING N89'46'38"E PER M.B. 193/1-2 TGA
, INC.COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Pe'1'� j PLANNING AND CIVIL ENGINEERING SEWER IMPROVEMENT PLANS
o
D_
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 3 c°N��?� 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 SAWN BY. JAJ TRACT 16518 SCh- AS SHOWN
DIAL
BENCH MARK: # 255 No. 65195 Q (909) 581-7212 PHONE (909) 581-7217 FAX
TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ° 'D DESIGNED BY- DATE:
IT
BEFORE )DAYS BEFO0RE LOCATED AT THE INTERSEC11ON OF * Exp; 9-30-05y * JAJ SHEET
APR 2006
YOU DIG YOU DIG ALDER AVENUE AND MILLER AVENUE
DATE 9/67 ELEV 1358.51 PK NAIL BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 'qe�cFC Lj�o��ti b ,� y_o ECICED BY: BY: DRAYNNG NO.:
TOLL FREE 1-800-227-2600 WEST END SW CURB RETURN
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 135851 STANDARDS IN EFFECT. MANUEL DE JESUS ONZAL RCE 65195 (EXP. 9-30-07) DATE p�� ��rMJG' 4042
Q, Rem PRAwiviG I►•3.09 / G ATION: �l ENGI R.C.E. 51152 DATE 4
00
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