HomeMy WebLinkAbout3844-1GENERAL 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 CONS7RUC77ON ("GREEN BOOK"). ALL REFERENCE
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDI77ON
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 IMMEDIA TEL Y REPORT SAID CONFLICT TO THE CITY
ENGINEER FOR RESOLU770N.
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
COORDINA 77ON 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, LA TEST
NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6 IT SHALL BE 77 -IE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEA TORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA 77ON OR TRENCH WORK
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DI VISION
OF INDUSTRIAL SAFETY.
8 THE WALLS AND FACES OF ALL EXCA VA 77 ONS GREA 7ER THAN F1 VE (5) FEET IN DEP TH
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 SEPARA 7E PERMIT FOR THAT PURPOSE.
10 THE LOCA 77ONS OF U77LI77ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMA RON. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CON7RACTOR
TO DETERMINE, IN THE FIELD, THE TRUE LOCA 77ON AND ELEVATION OF ANY EXIS77NG
U PLI TES, AND TO EXERCISE PROPER PRECAU77ON TO AVOID DAMAGE ]HERETO.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600
TWO WORKING DAYS BEFORE EXCA VA TION.
11 THE CONTRACTOR SHALL COORDINATE CONS7RUC77ON WITH ALL U77LI TY COMPANIES
INCLUDING, BUT NOT LIM1 TED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,
LANDSCAPING, LANDSCAPE IRRIGA 77ON, DOMES77C WATER, RECLAIMED WATER, SEWER,
STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL U77LITY COMPANIES SHALL BE
GIVEN TWO WORKING DAYS N077CE PRIOR TO WORK AROUND THEIR FACILITIES
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WA 7ER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZA770N. CONTRACTOR SHALL COORDINA7E WITH THE APPROPRIATE
WA TER COMPAN Y FOR VAL VE OPERA 77ON AND WA 7ER REQUIREMEN TS
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE N07ED.
14 ADEQUA7E 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 CONSTRUC77ON CONTROL
STAKING DURING CONSTRUCRON.
15 THE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT
TIES OR BENCH MARKS WI THOUT PRIOR NO77FICA 77ON TO THE Cl TY ENGINEER.
16 REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT 77ES 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 CONSTRUC77ON SHALL BE REPLACED. THE CONTRACTOR
SHALL N077FY THE ENGINEER ONE WEEK PRIOR TO CONS7RUC77ON SO THAT 77ES TO MONUMENTS
CAN BE ESTABLISHED FOR LA 7ER 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 77MES IN 77-1E CONSTRUCTION
AREA FOR RESIDENTS AND EMERGENCY VEHICLES
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CONTROL,
INCLUDING ADEQUA TE WA ]£RING, AT ALL 77MES
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- WA Y
DURING CONSTRUC77ON WITHOUT PRIOR WRITTEN APPROVAL.
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21 A GEOTECHNICAL ENGINEER SHALL CER77FY ALL BACKFILL COMPAC770N. FAILURE
TO OBTAIN THE REQUIRED DENS/TY SHALL REQUIRE RE -WORKING OF 7HAT POR77ON
OF THE WORK UN77L THE SPECIFIED DENSITY IS OBTAINED.
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
S7REET IMPROVEMENTS UPON INSPEC77ON OF THE SITE, 71 -IE 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 EXIS77NG CONCRETE:
24 IF SEWER C0NS7RUC77ON IS TO BE DONE IN PHASES, 77 -IE 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 CONSTRUC7ED OF BELL AND SPIGOT OR BAND SEAL TYPE
V77RIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS
OF THE ASTM DESI GNA TION 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 EXIS77NG FACILITIES, AND
VERIFY ELEVA T70N AND LOCA TION OF CONNECTIONS CITY APPROVAL OF CONNEC77ONS
TO EXIS77NG FACIL177ES DOES NOT IMPLY CORREC7NESS OF ELEVA 77ONS OR LOCA T70NS
SHOWN ON THE PLANS
29 ALL 4" HOUSE LA TERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
30 TERMINATE ALL 4" HOUSE SEWER LA 7ERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
BELOW THE GROUND SURFACE. WHEN PUBLIC U77LI TY EASEMENTS EXIST NEXT TO THE
STREET RIGHT-OF-WAY, THE LATERAL SHALL 7ERMINATE 3 FEET INSIDE THE LOT AS
MEASURED FROM THE URLITY EASEMENT.
31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
L0CA77ON OF THE SEWER LA7ERAL.
32 IF EXIS77NG U77LI77ES OR ANY OTHER FACIL177ES CONFLICT WITH THE PROPOSED
IMPROVEMENTS, THE CON7RACTOR SHALL N077FY THE ENGINEER AND ALL AFFECTED
AGENCIES IMMEDIA TEL Y.
33 NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING S7EEL HAVE BEEN
PLACED, INSPECTED AND APPROVED.
34 ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, 7ESTED AND APPROVED PRIOR
TO PAVING OF STREETS.
35 APPROVED SOIL S7ERILANT 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 COMPLE77ON OF PAVING
37 UPON COMPLE77ON OF CONSTRUCRON, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA77SFAC77ON
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.
EXISTING 8" VCP
PER TR. 16724-1
D WG. No. 3717
SHEET 2 OF 3
WALNUT
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
AVENUE
.APM228- 151-15 r0 19
PRIVATE ENGINEERS 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 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
REV
D
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TRACT NO 16724
------------------------_-----_-----_-----_----- _ -
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INDEX MAP
SCALE. • 1"=100'
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA PACIFIC BELL CO.
LEGEND
ATTN: BRIAN WREN ATTN.• VIRGINIA BECKER A. C. ASPHALTIC CONCRETE
8353 SIERRA AVENUE 3939 E. CORONADO STREET B. C. BEGIN CUR VE
FONTANA, CA 92335 ANAHEIM, CA 92807 B. V. C. BEG. VERTICAL CURVE
(909) 350-6632 (714) 666-5467 B. W. BACK SIDEWALK
C.B. CATCH BASIN
S0. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) C. L. CEN TERLINE
C. END CUR VE
ATTN. GREG GA SPAR ATTN. JACK HA YES E. P. EDGE PA VEMEN T
16231 VALLEY BLVD. 1205 DUPONT AVENUE E. G. EDGE GRADE
FONTANA, CA. 92335 ONTARIO, CA. 91761 E. V. C. END VER TI CAL CURVE
(909) 428-8411 (909) 390-4736 F.L. FLOW LINE
EMERGENCIES: (800) 427-2200 F. S. FINISH SURFACE
G.B. GRADE BREAK
GENERAL TELEPHONE COMPANY H.P. HIGH POINT
INV. INVERT
SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK
0. C. ON CURVE
7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335 ONTARIO, CA. 91766 (909)
(909) 820-5598 UNDERGROUND 800) 422-4133
(909) 875-5100 — TRANSMISSIONS®1
(213) 637-1233 PIPELINES FONTANA WATER COMPANY
(909) 357-6233 DISTRIBUTION ATTIC' MICHAEL J. McGRAW ° t�� G�
(800) 422-4133 8440 NUEVO AVENUE 36637
FONTANA, CA 92335 * EXP.
CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201
ATTY. • BILL VANDERKIEFT, JR. FAX. (909) 823-5045
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 227-2600
REVISION DESCRIPTION
._FVP0090 PR AW IN Ca
DATE I ENGR.I CITY I DATE
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CURB LINE
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8' MIN.
10' A VG.
I 3' MIN, 5' MAX.
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NORTH AND EAST SIDE
5' MIN
DIST SEWER LA TERAL
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STREET C. L. o
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SEWER MAIN
WATER LAT. & SERVICE
METER B Y FON TA NA WA TER
COMPANY
TYPICAL SEWER LATERAL & WATER SERVICE DETAIL
NO T TO SCALE
TABLE: 200-1.2 A
SIEVE SIZE
PER CEN TA GE
PASSING SIEVE
1 112
— EA.
R/W
RIGHT OF WA Y
314"
100
1410
90-100
8
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
6" MIN. VARIES 6" MIN.
10" MAX. I I I 1 10" MAX.
> > e e
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Q v > 6
UUUU
LOS CEDROS AV
WALNUT AV e
P e
En
CERRI TOS CT e�
SCOTT DR
ADS DE
=111 N 11=''���—��_
3" MAX. SIZE
NA TI VE SOIL = j
COMPA C TED 95%
1 " MAX. SIZE
SEL EC TED NA TI VE
6" MAX. SIZE BEDDING COMPACTED
NA T/ VE SOIL TO 907
COMPA C TED 90%
V. C.P.
I
I-11 -IIF
10' OR DEEPER USE 1/2"
CRUSHED STONE BEDDING
PER STD. SPECS FOR
PUBLIC WORKS CONSTRUCTION
TABLE 200 1.2 [A]
ell
TYPICAL BEDDING DETAIL
NO T TO SCALE
WINCHESTER DR
VICINITY MAP
N.TS.
CONSTRUCTION NOTES: QUANTITIES:
O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. 2500 L. F.
2O CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF 11 EA.
FONTANA STD. DWG. NO. 112 (0=48 ).
P. C. C.
(R)
PORTLAND CEMENT CONCRETE
RIDGE LINE
O
INSTALL SEWER TERMINAL CLEANOUT PER CITY STD. 128.
— EA.
R/W
RIGHT OF WA Y
4OINSTALL
4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
62 EA.
TAN.
TANGENT
CITY OF FONTANA STD. DWG. NO. 125.
T. C.
TOP OF CURB
W
WIDTH
5O
REMOVE EXIS/ TNG 8" VCP PLUG AND JOIN EXISTING. PIPE
1 EA.
V
VER TICAL DEPTH
-
(590.69)
INDICATES EXISTING ELEVATION
O
CONNECT TO EXISTING SEWER WYE PER C/ TY STD. DWG. No. 125
1 EA.
590.69
INDICATES PROPOSED ELEVA TION
O7
INSTALL BACKWATER VALVE DEVICE
23 EA.
INDICATES SLOPE 2-1
O
BLANKET PRO TEC TION FOR PIPES PER A. P. W. A. STD. PLAN 225-1
— EA.
(TO BE CONSTRUCTED PER STORM DRAIN PLANS, DRAWING NO. 3845)
A C PA VEMEN T
DEMO VAL
GRIND
EDGE OF PAVEMENT A NOTE: BACKFLOW PREVENTORS ARE REQUIRED IN THIS LOTS:
W �1p�LL L. � y�¢�►'[�U U
MAD 0 t -M MV A550c lA•� A G •
9302 1"ITT57C3U TJ -4K A4VE7. SWITe 230
a•ANCHO GUCAMa>~16A, CA "I 730
IOR09 : (` 0) 4 $1 - 6 322. 1
SHEET 2 10
-SHEET 3 48, 49, 51, 52, 53, 56, 57, 58, 60, 61
SHEET 4 33, 36, 44, 47
SHEET 5 21, 23, 24, 25, 27, 28, 29, 32
BENCH MARK: # 361 BASIS OF BEARINGS:
SPIKE IN NORTH FACE OF P.P. # THE BEARING OF NORTH 0V0'13"
1536697E AT SOU 7J4WEST CORNER OF EAST FOR 7HE CEN7ERUNE OF
CASSE LINE AVENUE AND SULTANA C/7RUS AVENUE, AS SHOWN ON
A VENUE. TRACT NO. 16568, M.B. 300/59-62
ELEVA770N: # 1365.1WAS USED AS THE BASIS OF
BEARINGS FOR THIS MAP.
SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of : C/ T Y OF FONTANA, CAL /FO RN/A
PREPARED IN THE OFFICE OF
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF MAS s Fti MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT P
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A c� -.
DRAWN BY ,
LID g No. 62183 �, 760-A S. ROCHESTER AVENUE CC TRA T 16724
x ONTARIO, CA 91761
Exp: 9-30-0 DESIGNED BY.• `D '- *�;'�
D/L/GENT MANNER, THE C/T Y ENG/NEER MAY REQU/RE �r � � PHONE x9091 9379151 �-
III
REVISIONS TO THE PLANS TO BR/NG THEM INTO '9TF c I V � - oCC PP
CF CALxF ate . C( - 2_90S* CHECKED BY. A
CONFORMANCE WITH CONDITIONS AND STANDARDS R 6 3 EXP. 9-30-0
S ARDS /N EFFECT. n /�
Li WIV/11,SG7 /// Mq LLP CITY ENGINEER
DRAWING 'NO.�'
/s - /Z 1
R.C.E. 51152 DATE 3844 <�
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