HomeMy WebLinkAbout3410-1GENERAL 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"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS
OTHERWISE NOTED.
2 WHEN A TECHNICAL CONFLICT 1S 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 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR
TO IMPLEMENTING DETOURS.
5 CONSTRUC77ON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINA77ON SHALL
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK /N PUBLIC
RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NDN—METRIC EDITION
UNLESS OTHERWISE DIRECTED BY 7HE CITY 7RAFFIC ENGINEER.
7 /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES -5
FEET OR GREATER /N DEP7H FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9 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.
10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN 7HE PUBLIC RIGHT OF WAY W17HOUT OBTAINING A
SEPARATE PERMIT FOR 7HAT PURPOSE.
11 7HE 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 U77LI77ES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE 7HERET0.
7HE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS
BEFORE EXCAVATION.
12 774E CONTRACTOR SHALL COORDINATE CONSTRUCTION W1774 ALL U77LITY 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 APPROPRIATE
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR
VALVE OPERATION AND WATER REQUIREMENTS.
14 STATION/NG REFERS TO 7HE CENTERLINE OF STORM DRAIN 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 7HE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17 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 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
MIN/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES IN THE CONSTRUCTION AREA FOR RESIDENTS
AND EMERGENCY VEHICLES.
19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE 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 1S
OBTAINED.
23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
IMPROVEMENTS UPON INSPEC77ON OF 7HE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE
25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY
ENGINEER.
26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVA7ION AND
LOCATION OF CONNECTIONS CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
27 1F EXISTING U77LI77ES OR ANY 07HER FACIL177ES CONFLICT WITH THE PROPOSED IMPROVEMENTS, 7HE
CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29 ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30 APPROVED SOIL STERILANT 1S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY
THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
J2 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
34 MIN/MUM D—LOAD FOR STORM DRAIN PIPE IS 1350.
INDEX MA P
SCALE. 1 " = 100'
CITY OF FONTANA UTILITY NO TIFICA TION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: CARLOS NAVARRO
ATTY. 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
ATM. JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA. 92335
ONTARIO, CA. 91761
o
(909) 390-4738
EMERGENCIES4 (800) 427-2200
FINISH SURFACE
G.B.
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
(213) 637-1233 - PIPELINES
FONTANA WATER COMPANY
(909) 357-6233 - DISTRIBUTION
ATTN: MICHAEL J. McGRAW
(800) 422-4133
8440 NUEVO AVENUE
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
ATTN. BILL VANDERKIEFT, ✓R.
FAX. (909) 823-5046
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 227-2600
R/W
5'12'
P. U. E.
0.5'
CONC. J
SIDEWALK
EXIST.
CONC. CURB
& GUTTER
18'
50'
CL
0.03'
LEVEL LINE
2%
0.01'
50' R/W
R/W
18' 7' 5'
P. U. E.
6' L'
AC PAVEMENT
29;
TYPICAL SECTION
K/NGSMILL COURT
NOT TO SCALE
T.1.=5.5
64'
20' CL
LEVEL LINE
2%
20'
-AC PAVEMENT
23"
64R/W
TYPICAL SECTION
MEDINAH STREET
NOT TO SCALE
T.1.=6.5
PRIVATE ENGINEER'S NOTICE 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 THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
J
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT vv
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.
e_j L CONC.
SIDEWALK
CONC. CURB
& GUTTER
R/W
12' 5'
P. U. E.
6.5' 5' 0.5'
2�
EXIST.
CONC. CURB
& GUTTER
CONC.
SIDEWALK
VICINITY MAP
SCALE. 1 " = 2000'
CONS TRUC TION NOTES
O1 INSTALL 24" RCP, D—LOAD PER PROFILE
2O CONSTRUCT MANHOLE PER A.P. W.A. STD. 321-1
3O REMOVE PORTION OF EXISTING SD LINE AND MH STRUCTURE
RECORD DRAWING
THESE RECORD DRAWINGS NAVE M14 PREPARED, IN
PART, ON THE BAM OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENMNEER WILL NOT 8'E
RESPONSNU FOR ANY ERAM OR 01101I881ON8 WHICH
HAVE BEEN INCOlIPOIMITED WM THE DOCUMENTS AS
A RESULT TMEREOF. -
1:1 SLOPE OR GREATER
/
OR ADEQUATE SHORING
B. V. C.
MPACTED
B. W.
NATIVEOBACKFILL
3' MAX. SIZE
GRANULAR BEDDING FROM
CATCH BASIN
SELECTED TRENCH SIDE
CENTERLINE
MATERIAL (1 " MAX. SIZE). j
END CURVE
E.P.
EDGE PAVEMENT
III
N
EDGE GRADE
Lo III
END VERTICAL CURVE
o
FLOW LINE
ND AV
QUANTITIES
190 LF
1 EA
84 LF/1 EA
NOTES.
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
= I I 1
J. CLASS If AGG BASE ALL TRENCHES
6" MIN. I I I = LESS THAN 100' IN LENGTH.
III NOTE:
III -j COMPACTION SHALL BE 90.X IN ALL
m ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
o TO CAL -OSHA REQUIREMENTS.
R
�m
STORM DRAIN PIPE 0.6'0' l i e l l-
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
1/2 CRUSHED STONE BEDDING.
RCP TRENCH DETAIL
NOT TO SCALE
A.C. ASPHALTIC CONCRETE
B. C.
BEGIN CURVE
B. V. C.
BEG. VERTICAL CURVE
B. W.
BACK SIDEWALK
C.B.
CATCH BASIN
C.L.
CENTERLINE
E.C.
END CURVE
E.P.
EDGE PAVEMENT
E. G.
EDGE GRADE
E.V.C.
END VERTICAL CURVE
F.L.
FLOW LINE
F.S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
O.C.
ON CENTER
P.C.C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
R/W
RIGHT OF WAY
TAN.
TANGENT
T. C.
TOP OF CURB
W
WIDTH
V
VERTICAL DEPTH
(590.77)
INDICATES EXISTING ELEVATION
590.77
INDICATES PROPOSED ELEVATION
INDICATES SLOPE > 4 : 1
AC PAVEMENT
®
REMOVAL
®
GRIND
SIERRA LAKES SPECIFIC PLAN
1 lW_17'A-A.t--lgnnl a— owAr.
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