HomeMy WebLinkAbout4264-1 (2)SEWER GENERAL NOTES:
1. ALL WORK SHALL BE IN ACCORDANCE NTH 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 N 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 DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION
PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR 10 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.
& THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET
() F EE N DEPTH SHALL GUARDED BY SNORING, SLOPING OF THE
TI GROUND OR OTHER APPROVED MEANS PURSUANT TO E 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.
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT THE APPROPRIATE AGENCY AUTHORIZATION.
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
14. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
15. 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.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR 13ENCHMARKS WITHOUT PRIOR NOTIFICATION TO
THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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.
18. 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.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. 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.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22. 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.
23. 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.
24. ALL EXPOSED CONCRETE SURFACES SHALT- CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
25. 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 DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT.
26. 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.
27. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
28. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTION IN
ALIGNMENT.
29. 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.
30, ALL a HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
31. 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.
32. THE SEWER CONTRACTOR SHALL STAMP AN "S"IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
33. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WATH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
34. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
35. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
36. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
37. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
COMPLETION OF PAVING.
38. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
39. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWING TO
THE CITY ENGINEER.
CITY OF FONTANA, CALIFORNIA
SEVER IMPROVEMENT PLAN
TRACT NO. 15697
R
POR. LOT 500, SEMI TROPIC LAND CO., MB 11112
L_--..J L __..1
OT A
10
TRACT 3471, Mg Mg 46/1 I TRACT 10224, MB 145_/73-74
I I C i i I I I t I
INDEX MAP
SCALE: 1"=80'
SHEET INDEX:
CITY OF FONTANA I I I TITLE SHEET
8353 SIERRA AVENUE
1 2 1ALYSSA COURT I
FONTANA, CA. 92335
(909) 350-6632
PACIFIC BELL. GO.
ATTN: NORMA GUILLOT
1265 N. VAN BUREN STREET
SUITE 180
ANAHEIM, CA. 92807
(714) 666-5401
NOTE:
THE GAS COMPANY
QUANTITIES TES AREA PROVIDED FOR THE
ACONVENIENCE
ATTN: GREG GASPAR
INFORMATION AND OF THE
6231 VALLEY BLVD.
DEVELOPER ONLY. THE CONTRACTOR IS
FONTANA, CA 92335
RESPONSIBLE FOR ACCURATELY ESTIMATING
(909) 428-8411
QUANTITIES OF ALL CONSTRUCTION ITEMS AND
EMERGENCIES: (800) 427-2200
MATERIALS REQUIRED FOR THE COMPLETION OF
THE PROJECT.
COMCAST (CABLE TV)
ATTN: JACK HAYES 1205
DUPONT AVENUE, ONTARIO, CA.
91761
(909) 390-4738
BASIS OF BEARING:
SO. CALIFORNIA EDTON COMPANY
THE BEARING ON THE CENTERLINE OF
PALMETTO AVENUE, BEING NGO'01'05"E,
REDWOOD AVE.,A,
WAS USED AS THE BASIS OF BEARING
FONTANA, CA. 92335
FOR THIS MAP.
(909)(909) 820-5596- UNDERGROUND
(909) 875-5100- TRANSMISSIONS
(213) 637-1233- PIPELINES
(909) 357-6233- DISTRIBUTION
SEWER SYMBOLS LEGEND
VERIZON
-ATTN: STEVE HOCK
SEWER MAIN
1400 E. PHILLIPS BLVD.
POMONA, CA. 91766
SEWER MAIN W/ LATERALS
(909) 469-6327
- - - EXIST. OR PROP. BY OTHERS SEWER
FONTANA WATER COMPANY
ATTN: MICHAEL J. McGRAW
SEWER MANHOLE
8840 NUEVO AVENUE
FONTANA, CA. 92335
(909) 822-2201
FAX (909) 823-5046
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BASIL J. FABRIZIO
(909) 463-9580
WEST SAN BERNAND640 WATER CO.
ATTN: LON TSAI
855 W. BASELINE ROAD
RIALTO, CA. 92377
XAL&DAYSvo WmRXnac
YOU DIG GRE
TOIL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BENCHMARK
CITY OF FONTANA BENCH MARK
#593, TOP FIRE HYD. ® S.E.
CORNER PALMETTO AVENUE AND
RAMONA DRIVE, ELEV. 1374.88.
REV.
REVISION DESCRIPTION
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.
�E55/
y :A
No ssase
# #
oA�tP
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
112
- 1
_3 4
100
2"
90-100
3 8
20-60
N0. 4
-
0_15
NO. 8
0 -5
ASTM C 131
TEST GRADING
F
BASELINE RD
LiLi
AVE.
WAVE.H WABASH AVE. '
SITE
ELAINE ELAINE AVE.
AVE. n
¢z w RAMONA AVE.
Q
3 < G_ ~
MILLER m AVE.
_VICINITY MAP
NO SCALE
PAVEMENT
BASE
SOIL
z_
- - ---- ----
6" MAXIMUM SIZE -1:1 SLOPE OR FLATTER OR
NATIVE SOIL APPROVED SHORING
COMPACTED 90%.a MIN;': {s-6"-." M-�'V,;,)
a
8" VCP/DIP ad 9 <
10' OR DEEPER, USE
11r CRUSHED
STONE ADDING PER . a
STD. SPECS FOR
PUBLIC WORKS
CONSTRUCRON
TABLE 200, 1.2 [A]
'--1' MAXIMUM SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90% MINIMUM
BEDDING DETAIL
NO SCALE
CONSTRUCTION NOTES: ESTIMATED QUANTITIES:
1� CONSTRUCT 8" VCP EXTRA STRENGTH. SEWER PIPE 502 LF
(2) CONSTRUCT 48" SEWER MANHOLE PER CITY STD DETAIL 2001
3
EA
W/ FRAME & COVER PER CITY STD DETAIL 2000
y�
V CONSTRUCT 4" SEWER LATERAL PER CITY STD DETAIL 2005
15 EA/
525 LF
G4 CONSTRUCT 8" END PLUG PER CITY STD. 2004,
2
EA
O CONSTRUCT 8" D.I.P. CL. 150 SEWER PIPE
218
LF
REPAIR TRENCH PER CITY STD. 1008, W=6'
122
SF
CONTRACTORS RESPONDS181LITY FOR SAFETY:
IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF FONTANA 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, THE ENGINEER,
OR THE CITY OF FONTANA.
PRIVATE ENGINEERS NOTICE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,
THERE ARE NO EXISTING UTILITIES EXCEPT SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY MEASURES 1"0 PROTECT THE UTILITY LINES AS SHOWN AND ANY OTHER
LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. PRIOR TO EXCAVATION, THE CONTRACTOR
SHALL CALL TOLL FREE, 1-800-422-4133 TO VERIFY THE UNDERGROUND LOCATION OF GAS AND
TELEPHONE LINES AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION.
SITETECH INC. CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
AWN Dr.TRACT NO. 15697
38246 POTATO CANYON 180 OAK GLEN, C864-0 50 92399
PH: (909) 664-3180 FAX: (909) 8E4-0850 gGFIED BY: _ 71 G`�ET
GIhtf
ENNEER: .own. v..' _ _ _ .amour. un..
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4264