HomeMy WebLinkAbout3409-1GENERAL 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 CANNOT
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 ED177ON UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6 /T 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 EXCAVA77ON OR TRENCH WORK
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM 7HE CALIFORNIA STATE DMSION
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 7HE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF 7HE 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 /N THE PUBLIC RIGHT—OF—WAY WI7HOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10 THE LOCATIONS OF UTIL177ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION, HOWEVER, IT SHALL BE 7HE RESPONSIBILITY OF THE CON7RAC TOR
TO DETERMINE, IN 7HE FIELD, THE TRUE LOCA770M AND ELEVA77ON OF ANY EXIST/NG
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.
7HE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600
TWO WORKING DAYS BEFORE EXCAVAT70N.
11 THE CONTRACTOR SHALL COORDINATE CONSTRUC77ON 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 CAL7RANS. 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 7HE APPROPRIATE
WATER COMPANY FOR VALVE OPER477ON AND WATER REQUIREMENTS
13 STATION/NG 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 CONSTRUC770N.
15 7HE CONTRACTOR SHALL NOT DISTURB EXIST/NG SURVEY MONUMEN7S MONUMENT
TIES OR BENCH MARKS WITHOUT PRIOR NO77FIC477ON TO 7HE 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 7HAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR
SHALL N077FY 7HE 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 EFFEC77VE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL 77MES.
19 7HE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO 7HE RIGHT—OF—WAY
DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
20 NO TRENCH BACKFILL SHALL TAKE PLACE W17HOUT PRIOR APPROVAL OF 7HE CITY INSPECTOR.
21 A GE07ECHNICAL ENGINEER SHALL CER77FY 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 INSPEC71ON OF THE SITE, 7HE CITY ENGINEER MAY REQUIRE
TEMPORARY NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE
24 IF SEWER CONSTRUC77ON IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE
A TERM/NAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE 7HAN 150 FEET FROM THE
DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERM/NAL 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 7HE PROVISIONS
OF THE ASTM DESIGNA77ON 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 DEFLEC77ONS IN ALIGNMENT.
28 PRIOR TO CONSTRUCT70N, 7HE CONTRACTOR SHALL EXPOSE EXIS77NG FACILITIES, AND
VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS
TO EXIS77NG FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS
SHOWN ON INE PLANS.
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2' MIN/MUM 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 TERM/NATE 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
LOCA77ON OF THE SEWER LATERAL.
32 IF EXIS77NG UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH 7HE PROPOSED
IMPROVEMENTS, 7HE CONTRACTOR SHALL NOTIFY 7HE 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 U77LlTIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
TO PAVING OF STREETS.
35 APPROVED SOIL STFRILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT
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 SIGN/NG,
STRIPING, BARRICADES, AND 07HER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
38 AS—BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
P
0
INDEX MA P
SCALE: 1" = 100'
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN. CARLOS NAVARRO
ATTN. VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E.CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5467
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTN. GREG GASPAR
ATTN JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA. 92335
ONTARIO, CA. 91761
B
(909) 390-4738
EMERGENCIES¢ (800) 427-2200
INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF
15
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY
ATTN. STEVE HOCK
7951 REDWOOD AVE.
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
ONTARIO, CA. 91766
(909) 820-5598 - UNDERGROUND
(800) 422-4133
(909) 875-5100 - TRANSMISSIONS
EA.
(213) 637-1233 - PIPELINES
FONTANA WATER COMPANY
(909) 357-6233 - DISTRIBUTION
ATTN: MICHAEL J. McGRAW
(800) 422-4133
8440 NUEVO AVENUE
U6
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
ATTN. BILL VANDERKIEFT, JR.
FAX: (909) 823-5046
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 227-2600
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TABLE: 200-1.2 A
SIEVE SIZE
PERCENTAGE
PASSING SIEVE
1 1 2
—
1
—
3 4
100
1 2
90-100
8
0-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
6" MIN.
10" MAX.
3" MAX. SIZE - v
NATIVE SOIL
COMPACTED 959.
6" MAX. SIZE 1 " MAX. SIZE
NATIVE SOIL SELECTED NATIVE
COMPACTED 9090. BEDDING COMPACTED
TO 907.
c Nzt
�
V.C.P.
10' OR DEEPER USE 1/2"
CRUSHED STONE BEDDING
PER STD. SPECS. FOR
PUBLIC WORKS CONSTRUCTION
TABLE 200 1.2 [A]
TYP/CAL BEDDING DETA/L
N. T. S.
R
3' MIN
------ 5' PUE-��----- 10' AVG.
---R —— — — — — — — — — —
5' MIN SEWER LATERAL
CURB LINE ^ DIST r
N A W
WATER MAIN BY OTHER
co
SEWER MAIN—"
CL. WATER LAT & SERVICE METER BY OTHERS
NO TE: WATER LINE ® NORTH/EAST SIDE OF CL.
SEWER LINE ® SOUTH/WEST SIDE OF CL.
T YP/CAL SEWER LA TERAL & WA TER SER VICE DETA/L
NOT TO SCALE
PRIVATE ENGINEER'S NOT/CE TO CONTRA C TORS
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 774ESE DRAWINGS. i
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPO
IBILITY 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.
VICINITY MAP
SCALE. 1 " - 2000'
REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE SHOULD CONSTRUCTION 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 CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
BENCH MARK' No. 615
BASIS OF BEA 5400
CONS TRUC T/ON NOTES:
QUANTITIES:
OF CITRUS AVE. AND LOS CECROS
Ol
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
375
L. F.
THE BASIS OF BEARINGS FOR THIS
O2
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
1
EA.
FONTANA STD. DWG. NO. 112 (0=48").
Prepared Under The Supervision Of
GoPRgS
0
INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF
15
EA.
FONTANA STD. DWG. NO. 125.
425
L. F.
4O
INSTALL BACKWATER VALVE DEVICE.
7
EA.
5O
REMOVE PLUG & JOIN EXISTING 8" V.C.P. SEWER.
1
Eq,
RECORD DRAWING
U6
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
1
EA.
G
FONTANA STD. DWG. NO. 112 (0=60").
.36 37 `' ESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
Eu _ PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
�r
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE SEEN MKXW4QRffW INTO THE DOCUMENTS AS
/AP/., A RESULT THEREOF.
REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE SHOULD CONSTRUCTION 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 CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
BENCH MARK' No. 615
BASIS OF BEA 5400
RAILROAD SPIKE AT lN7ERSEC770N
THE BEARING OF N8930'06"E ALONG
OF CITRUS AVE. AND LOS CECROS
7HE No. LINE OF SEC. 30, T.IN.,R.5W.,
AVE., IN POWER POLE NO. 9011E
S.B.M. PER R.S. 58/5, WAS USED AS
ON INE EAST SIDE OF CITRUS AVE.
THE BASIS OF BEARINGS FOR THIS
ELEVATION: 1467.59
PLAN
Prepared Under The Supervision Of
GoPRgS
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
'moo F�
SIERRA- LAKES SPECIFIC PLANT
<" 10601 CHURCH STREET , aE 107 DRAWN BY:
uj Z No. 62183 RANCHO CUCAMONCIA, CA - 9T730
A Ex D: 9-30-05 PHONE (909) SO -= CFB
DESIGNED BY:
CF8
Date CHECKED BY.
EXP. 9-30-05 1 _ _ rl
co
V_
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i
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
TRACT NO. 16178 �AI.E.I
M
AS SHO�
DATE:
TITLE SH ET MAY 200
N
PPR BY: / DRAWING NO.:
"tC-9 to -! •03 ,3409
CITY ENGINEER R.C.E. 51152 DATE
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