HomeMy WebLinkAbout4014-1GENERAL 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
SI'IOWN ON THE PLANS.
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 27. 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
CYPRESS AVENUE
S/0 SIERRA LAKES PARKWAY. PARCEL MAP NO., 17334
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: BRIAN WREN
ATTN: NORMA GUILLOT
8353 SIERRA AVENUE
1265 N. VAN BUREN STREET
FONTANA, CA 92335
SUI TE 180
(909) 350-6632
ANAHEIM, CA 92807
(714) 666-5401
SO. CALIFORNIA GAS COMPANY
ATTN: GREG GASPAR
COMCAST (CABLE TV)
16231 VALLEY BLVD.
ATTN: JACK HA YES 1205
FONTANA, CA. 92335
DUPONT AVENUE ONTARIO, CA. 91761
(909) 428-8411
(909) 390-4738
EMERGENCIES: (800) 427-2200
VERIZON
SO. CALIFORNIA EDISON COMPANY
ATTN: STEVE HOCK
7951 REDWOOD AVE.
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
POMONA, CA. 91766
(909) 820-5598 - UNDERGROUND
(909) 469-6327
(909) 875-5100 - TRANSMISSIONS
FONTANA WATER COMPANY
(21,3) 637-1233 - PIPELINES
(909) 357-6233 - DISTRIBUTION
ATTN: MICHAEL J. McGRAW
8440 NUEVO AVENUE
CRAWFORD CANYON MUTUAL WATER CO.
FONTANA, CA 92335 (909)
ATTN: BASIL J. FABRIZIO
822-2201 FAX: (909)
(909) 463-9580
823-5046
UNDERGROUND SERVICE ALERT
WEST VALLEY WATER DISTRICT
(800) 422-4133
ATTN.- LON TSAI
855 W. BASELINE ROAD
METROPOLITAN WATER DISTRICT
RIALTO, CA 92377
WATER SYSTEM OPERA TION GROUP
A TTN: JOE MIRONE
S
AN GABRIEL VALLEY
(909) 776-2664
MUNICIPAL WATER DISTRICT
A TTN: DA VE JOHNSON
549 EAST SIERRA MADRE AVENUE
P.O. BOX 1299
AZUSA, CA. 91702-1299
(909) 969-7911
PRIVATE ENGINEER'S NOTICE
TO CON TRA 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 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 CONDITIONS.
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 -9T42_
TOLL FREE -qmmmw"-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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RECORD DRAWING
THESE RECORD DPp.WINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED LSY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
REVISION DESCRIPTION
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INDEX MAP
SCALE: 1 "=500'
SHEET INDEX
SHEET 1 - TITLE
SHEET 2 - PLAN AND PROFILE
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VICINITY MAP
NOT TO SCALE
CONSTRUCTION NOTES
Ol INSTALL 8" VCP EXTRA STRENGTH SEWER
20 CONSTRUCT STANDARD PRECAST MANHOLE PER CITY OF FONTANA
STD. DETAIL 112. LD. = 48"
3O INSTALL 8" VCP PLUG
® REMOVE PLUG AND JOIN EXISTING 8" VCP SEWER
QUANTI TIES
261 LF
1 EA
1 EA
1 EA
WEST EAST
R/W R/W
92'
I CL
12' 34' 34' 12'
.5' 5' 6.5' EXISTING 6.5' 5' .5'
2.1 10'PVMT REMOVAL 2:1
NOTE.MAX. 4'0VERLAY MAX.
LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS N IfIN
HAVE NOT BEEN APPROVED. LOCAL STORM DRAIN LINE ANDI
LATERAL CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW2EVEL LINE LEVEL LINE% EXIST
OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR PROPI GROUND
.
CITY REVIEW. EXIST CONC.
SIDEWALK EXIST. CONC. PROP. CONC. --JCONC*CONC.
CURB &GUTTER O CURB &GUTTER MEET EXIST
MEET EXIST PROP. 8 "VCP----'
GGROUND
ROUND SEWER
LEGEND CYPRESS AVENUE
TYPICAL SECTION
A. C. ASPHALTIC CONCRETE P. C. C. PORTLAND CEMENT CONCRETE .17+00.00
T. s
STA17+00.I.
=s..5 19+10.00
B. C. BEGIN CURVE (R) RIDGE LINE
B. V. C. BEG. VERTICAL CURVE NOT TO SCALE
B. W BACK SIDEWALK R1W RIGHT OF WAY
C. B. CATCH BASIN TAN. TANGENT
C.L. CENTERLINE T C. TOP OF CURB
E. C. END CURVE W WID TH
E. P. EDGE PA VEMEN T V VER TI CAL DEPTH
E.G. EDGE GRADE (590.77) INDICATES EXISTING ELEVATION
E. V. C. END VERTICAL CURVE
F. L. FLOW LINE 590.69 INDICATES PROPOSED ELEVATION
F. S. FINISH SURFACE y yINDICATES SLOPE 2: 1
G.B. GRADE BREAK
H.P. HIGH POINT D AC PAVEMENT
INV. INVERT REMOVAL
0. C. ON CURVE
GRIND
BENCH MARK.-/ 8-17 BASIS OF BEARINGS.
EDGE OF PA VEMEN T CAL TRANS BENCHMARK 0-17. A
BRASS CAP IN THE CONCRETE BASE OF THE BRG. N089*59 31 "E
THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. NO.
OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11.
OF SIERRA A VE.
F1 FVA nnni• 1 1428.609
DATE 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.
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
BION PREPARED IN THE OFFICE OF
E DR��Fy MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT PLANS
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PHONE (909) 937-9151
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