HomeMy WebLinkAbout2815-1C�NERAL 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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA 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.
3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR
WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE
APPROPRIATE WATER COMPANY FOR VALVE OPERATION AN WATER
REQUIREMENTS.
4. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT
WHERE OTHERWISE NOTED.
5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
APPROVED PRIOR TO PAVING OF STREETS.
6. 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 AVIOD DAMAGE THERETO. THE
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
7. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING.
8. 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.
9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
10. WHEN 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.
11. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAVEMENT PRIOR TO PLACEMENT.
12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
13. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
14. 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.
TRENCES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
15. 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.
16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY INSPECTOR.
17. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD,
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERY
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT
PRIOR WRITTEN APPROVAL.
18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
19. 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.
20. ALL MATERIAL AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
CITY ENGINEER.
21. 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.
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. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO
THE CITY ENGINEER.
25. 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
o _ REPLACEMENT OF THE MONUMENT.
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TWO WORKING DAYS BEFORE YOU DIG
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.
26. 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 CLOSURE AREA FOR
RESIDENTS AND EMERGENCY VEHICLES.
27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR.
28. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND
SPIGOT 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.
29. TERMINATE ALL 4" HOUSE 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.
30. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF
THE CURB AT THE LOCATION OF THE SEWER LATERAL.
31. 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.
32. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM
GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
33. 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.
34. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
ALL TI M ES.
35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE
USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN
ALIGNMENT.
36. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H.
MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE
CITY TRAFFIC ENGINEER.
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. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT
PRIOR APPROVAL OF THE CITY ENGINEER.
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. CALIF. GAS COMPANY
UNDERGROUND SERVICE ALERT
ATTN: DENNIS FREEMAN
(800) 227-2600
1981 W. LUGONIA AVENUE
0-5
REDLANDS, CA. 92374
COMCAST ( CABLE TV }
(909) 335-7547
ATTN: JACK HAYES
EMERGENCIES: (800) 427-2200
1205 DUPONT AVE.
ONTARIO, CA. 91761
SO. CALIF. EDISON COMPANY
(909) 390-4738
300 N. PEPPER AVENUE
RIALTO, CA. 92376
GENERAL TELEPHONE COMPANY
909 820-5598 - UNDERGROUND
ATTN: STEVE HOCK
909 875-5100 - TRANSMISSION
1400 E. PHILLIPS BLVD.
213 637-1233 - PIPELINES
ONTARIO, CA. 91766
909 357-6223 - DISTRIBUTION
(800) 422-4133
800 422-4133
FONTANA WATER COMPANY
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: MICHAEL J. MCGRAW
ATTN: BILL VANDERKIEFT, JR.
8440 NUEVO AVENUE
(619) 868-6040
FONTANA CA. 92235
(909) 822-2201
FAx: (909) 823-5046
PLANS PREPARED FOR
Stratham Homes
Attn: Nick Kahlon
2201 Dupont Drive
Suite 300
Irvine, Ca. 92612
(949) 833-1554
arm NEAVAN
TRACT 16046�1
4`1 -7
n
LIAStUNt AVENUE
CONSTRUCTION NOTES
1�CONSTRUCT SEWER LATERAL HOUSE CLEANOUT PER CIN STD. 125
2�CONSTRUCT PRECAST CONCRETE MANHOLE PER CIN STD. DWG. N0. 112
a- CONSTRUCT 4" VCP SEWER LATERAL
O- CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
�5 -- CONSTRUCT 8" DUCTILE IRON PIPE (CLASS 150) SEWER MAIN
42 EA.
10 EA.
42 EA.
2312 L. F.
229 L.F.
N.T.S.
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN.
10 MAX.
-
6" MAX SIZE NATIVE
SOIL, COMPACTED 9070
I
1/2" CRUSHED
STONE BEDDING
PER STD. SPECS.
FOR PUBLIC WORKS
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN BELOW
TABLE: 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1/2
-
1"
-
3/4"
100
1/2 Ill
90-100
3/8"
20-60
NO.4
0-15
NO.8
0-5
ASTM C 131
TEST GRADING
B
REVISIONS Engineer City BENCHMARK
No. Approval Date: Approval Date:
'f4-!9 341121r- � � a� °� z- CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION: 1428.6090
8" VCP
6" MIN.
10" MAX.
1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
q:z2z:
bjo
MIN EL O
6
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TYPICAL BEDDING FOR 81, VCP
10' OR DEEPER
SCALE: 1 " = 2'
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Planning
6101 Cherry Avenue
Fontana, California 92336
(909) 899-5011 Fax (909) 899-5014
Raymond J. Allard, R.C.E. 36052 Date
(expires 6/30/2000)
QRpFESS
�o Na J.
No. 36052 Z
rn
Exp. 6/30/2000
CIV 1 L
OF CA1-�F
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN.
10" MAX.
- -i � I -I � I -III -I - - -
6" MAX SIZE NATIVE - I -I I N
SOIL, COMPACTED 907o - r
JONI
8" VCP
6" MIN.
10" MAX.
'Ct Location
1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
Nr:7.=
IN
TYPICAL BEDDING FOR 8" VCP
LESS THAN 10' DEEP
SCALE: 1 " = 2'
CITY OF FONTANA CALIFORNIA
Drawn By:
DBW
SEWER IMPROVEMENT PLANS
for
Scale:
1 "= 40'
Designed By:
Date:
RD
8" VCP
6" MIN.
10" MAX.
'Ct Location
1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
Nr:7.=
IN
TYPICAL BEDDING FOR 8" VCP
LESS THAN 10' DEEP
SCALE: 1 " = 2'
CITY OF FONTANA CALIFORNIA
Drawn By:
DBW
SEWER IMPROVEMENT PLANS
for
Scale:
1 "= 40'
Designed By:
Date:
RD
TRACT 16046-1
FEB., 2000
Checked By:
Approved: f Z/Zlr/o
Dwg. No.
1
RJA
TAM CITY ENGINEER R.C.E. 25126
2-815
4
Filename: M:\DWG\12903\16046-1\SEWER\Tiltlesht.dwg