HomeMy WebLinkAbout2675-1GENERAL 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").
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 AND 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 AVOID DAMAGE THERETO.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-226-2700
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
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 PROPERTY 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 MATERIALS 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
25 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.
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 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.
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
DOWN STREAM 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 TIMES.
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.
39 NO OPEN TRENCH SHLL BE ALLOWED AT THE END. OF THE DAY WITHOUT PRIOR APPROVAL
OF THE CITY ENGINEER.
CITY OF FONTANA UTILITY NOTIFICATION
CITY OF FONTANA
ATTN: CARLOS NAVARRO
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
SO. CALIFORNIA GAS COMPANY
ATTN: ALAN KESELOFF
16231 VALLEY BLVD.
FONTANA, CA 92335
(909) 335-7781
EMERGENCIES: (800) 427-2200
SO. CALIFORNIA EDISON COMPANY
ATTN: JAIME AMESZCUA
(909) 357-6581
7951 REDWOOD AVENUE
FONTANA, CA 92335
(909) 820-5598 - UNDERGROUND
(909) 820-5137 - TRANSMISSIONS
(213) 637-1233 - PIPELINES
(909) 357-6589 - DISTRIBUTION
(800) 422-4133
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BILL VANDRKIEFT, JR.
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 227-2600
PACIFIC BELL CO.,
ATTN: VIRGINIA BECKER
3939 E. CORONADO STREET
ANAHEIM, CA 92807
(714) 666-5467
COMCAST (CABLE TV)
ATTN: JACK HAYES
1205 DUPONT AVENUE
ONTARIO, CA 91761
(909) 390-4777 X 3055
GENERAL TELEPHONE COMPANY
ATTN: STEVE HOCK
1400 E. PHILLIPS BLVD.
ONTARIO, CA 91766
(800) 422-4133
FONTANA WATER COMPANY
ATTN: AL KROHN
8440 NUEVO AVENUE
FONTANA, CA 92335
(909) 822-2201 X 323
FAX: (909) 823-5046
INDEX MAP
A INDICATES SHEET NUMBERS
3' MAX SIZE NATIVE -
501L COMPACTED 95Z
G' MIN.
1
111-111-
III
G' MAX. SIZE
NATIVE SOIL
COMPACTED 9OZ
L — —
G' MIN.
10' MAX.
11-11.1-
III
1' MAX. SIZE
SELECTED NATIVE
BEDDING GOMPAGTED
TO 90Z
LIST
FAIRWAY NO • 15
FUTURE COMMERCIAL
FUTURE COMMERCIAL
CONSTRUCTION NOTES:
1. INSTALL 8' EXTRA STRENGTH V.G.P. SEWER.
2 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA
STD. DWG. NO 112. C I.D.= 48').
3 INSTALL 4' V.G.P. SEWER LATERAL PER CITY OF FONTANA
STD. DWG. NO 125.
3' MAX SIZE NATIVE
SOIL COMPACTED 95Z
TABLE= 200-1.2 CA]
SIEVE SIZE
PERGENTAGE
PASSING SIEVES
1 1/2'
-
1'
-
3/4'
100
1/2'
90-100
3/8'
20 -GO
NO. 4
0-15
NO.8
0-5
ASTM G 131
TEST GRADING
B
TYPICAL BEDDING FOR S" VGP
LESS THAN 10' DEEP
N.T.S.
G' MAX. SIZE
NATIVE 501E
COMPACTED 907.
III1
=1111-
1/2' CRUSHED STONE BEDDING
PER STD. SPECS. FOR PUBLIC
WORKS CONSTRUCTION TABLE
200 1.2 [A] 51-tOWN
6' MIN.
10' MAX.
11 -III-
III
1' MAX. SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90Z
w
a_
O
TYPICAL BEDDING FOR 8" VGP
10' OR DEEPER
N.T.5.
at
FUTURE ROUTE 30 FREEWAY
LOCATION MAP
QUANTITIE 5:
TR_ 15G&G-1
532
3
586
TR_ 15GbG-2
796
3
TR_ 15683-3
337
1
TR_ 15036
848
4
755 278 1,225
r
PLANS PREPARED FOR
KAUFMAN & BROAD
ATTN: MR. GLEN CROSBY
801 CORPORATE CENTER DRIVE
SUITE 201
POMONA, CA. 91768-2641
PHONE: (909) 802-1100
FAX: (909) 802-1111
•
RD ORAWU'Ka
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN`
PAIS ON THE BASIS OF INFORMATION COMPILED AND
E i1SHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR -AMY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
_A.liEr4LT THEREOF.
BENCH MARK: # 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CEDROS
AVE., IN POWER POLE N0. 9011E
ON THE EAST SIDE OF CITRUS AVE.
ELEVATION: 1467.59
BASIS OF BEARINGS:
THE BEARING OF N89°30'06" ALONG
THE NORTH LINE OF SECTION 30
TOWNSHIP 1 NORTH RANGE 5 WET
SAN BERNARDINO MERIDIAN AS SHbWN
ON RECORD OF SURVEY FILED IN BOOK
USDAASTEFASISRFBRINGSY WAS
ETHE OOF
FOR THIS MAP
DUNCAN
CYN. RD.
z
W
a
W
Z
z
0
FUTURE
INTERCHANGE
HIGHLAND
AVFNUE
BASELINE AVENUE
VICINITY MAP
NOT TO SCALE
TOTAL
2,513 L.F.
11 EA.
2.844 L.F.
PRIVATE ENGINEER'S 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 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 RESPONS-
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
-t-
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
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALLTREPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF4WORK.
CITY OF FONTANA, CALIFORNIA
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REVISIONS
ENGR'S
APPROVAL
DATE
CITY
APPROVAL
DATE
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
OF THE INLAND. EMPIRE
10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
QR°F ESSIoN9
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CC
No. 14814 tn
Exp: -p1,1,:911.
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. MADOLE R.C.E.14814 DATE
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OF C ALZF
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DRAWN BY:
M.F.G.
DESIGNED:
C.F.B.
CHECKED:
SIERRA LAKES
TRACT NO. 15686
SEWER PLANS
TITLE SHEET
SCALE:
AS SHOWN
DATE:
JOB NO.
826-1163
APPROVED •G%%.1=eG- 95.
An CITY ENGINEER R.C.E. 25126
DWG. NO.
2675
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SHEET NO. 00
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%P* SEWER TITLE SHEET, TR. 15686 - 21[0, 231] PF: 15686 754 24 -May -99 01:57 PM / 826-1154-1
DWG. DATE: 5/24/99