HomeMy WebLinkAbout3160-1GENERAL 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 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 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR
TO IMPLEMENTING DETOURS.
5 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 TO THE START OF ANY WORK IN 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 NON—METRIC EDITION
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
7 IT 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 IN DEPTH 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 THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
11 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.
12 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 APPROPRIATE
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR
VALVE OPERATION AND WATER REQUIREMENTS.
14 STATIONING REFERS TO THE 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 THE CONTRACTOR SHALL NOT DISTURB EXISTING 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 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 SHALL CONFORM IN 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 ELEVATION AND
LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE
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 UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30 APPROVED SOIL STERILANT IS 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.
32 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 MINIMUM D—LOAD FOR STORM DRAIN PIPE IS 1350.
i
PACIFIC BELL CO.
QUANTITIES
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER
PROFILE)
8353 SIERRA AVENUE
1`t
22
FONTANA, CA 92335
11"
5
0-
0
INDEX VAP
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
QUANTITIES
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER
PROFILE)
8353 SIERRA AVENUE
3939 E.CORONADO STREET
22
FONTANA, CA 92335
ANAHEIM, CA 92807
498
(909) 350-6632
(714) 666-5467
CONSTRUCT JUNCTION STRUCTURE
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
EA
ATTN: GREG GASPAR
ATTN: JACK HAYES
STD. PLAN NO. 321-1
16231 VALLEY BLVD.
1205 DUPONT AVENUE
25
FONTANA, CA. 92335
ONTARIO, CA. 91761
EA
(909) 428-8411
(909) 390-4738
INVERT
EMERGENCIES: (800) 427-2200
ON CENTER
26
CONSTRUCT BLANKET PROTECTION
GENERAL TELEPHONE COMPANY
10
SO. CALIFORNIA EDISON COMPANY
ATTN: STEVE HOCK
7951 REDWOOD AVE.
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
ONTARIO, CA. 91766
909820-5598 — UNDERGROUND
(800) 422-4133
909 875-5100 — TRANSMISSIONS
GRANULAR BEDDING FROM
213 637-1233 — PIPELINES
FONTANA WATER COMPANY
SELECTED TRENCH SIDE
909 357-6233 — DISTRIBUTION
ATTN: MICHAEL J. McGRAW
MATERIAL (1" MAX. SIZE)
800 422-4133 8440 NUEVO AVENUE
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201
ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 227-2600
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
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.
TOLL FREE—800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NOT TO SCALE
3/4:1 SLOPE OR GREATER
OR ADEQUATE SHORING
90% COMPACTED
NATIVE BACKFILL
3" MAX. SIZE
6" -MIN.
P 8" MAX.
N Q
°
a , D W
3
/ v a0 i o
LAJSTORM DRAIN PIPE 0.6"D
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
1/2 CRUSHED STONE BEDDING.
TRENCH DETAIL
NOT TO SCALE
ID DIAD.
„ -
HA. , E 8h Ls�;
Fu
�r "", NjEF
fiL a F FOR ANY FPRUFiS OR°>" �*
ttAVE °CF?13.TFO II,sTO Till DOCUd¢. I"i: AS
A R . �T�,�
VICINITY MAP
CONSTRUCTION NOTES
ASPHALTIC CONCRETE
QUANTITIES
21
INSTALL 24" RCP ("D" LOAD PER
PROFILE)
1018
LF
22
INSTALL 30" RCP ("D" LOAD PER
PROFILE)
498
LF
23
CONSTRUCT JUNCTION STRUCTURE
PER APWA STD. PLAN NO.
331-2 2
EA
24
CONSTRUCT MANHOLE PER APWA
STD. PLAN NO. 321-1
4
EA
25
CONNECT TO EXISTING MANHOLE AND REMOVE PORTION OF
1
EA
HIGH POINT
EX. 42" RCP
INVERT
O.C.
ON CENTER
26
CONSTRUCT BLANKET PROTECTION
PER APWA STD. 225-1
10
LF
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
3. CLASS II AGG.BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
NOTE: COMPACTION SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL—OSHA REQUIREMENTS.
BENCH MAW: No. 615 OF BEAt*M
RAILROAD SPIKE AT INTERSECTION rHEMBAS,S
EARING OF N89'30'06"E ALONG
OF CITRUS AVE. AND LOS CECROS o. LINE OF SEC. 30, T.1 N.,R.5W.,
AVE., IN POWER POLE NO. 9011 E PER R.S. 58/5, WAS USED AS
ON THE EAST SIDE OF CITRUS AVE. OF BEARINGS FOR THIS
ELFVAMM 1467.59 PLAN.
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, � � No. 62183
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 9-30-05
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDs�qT c i v o, R
FOF CA-
I°'lam Itl3(o STANDARDS IN EFFECT.
LEGEND
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
Prepared Under The Supervision Of : UTY OF FONTANA, CALL ORMA,
``EID °P° THE . STORM DRAIN IMPROVEMENT PLANS
10601 3TC + 3T7« 107 DRAWN BY: MJG TRACT N O. 6 0 9 5 SCALE: NTS
I RANCHO CUC CA 9fT30
` PHOPE (�-1.'3f1
DESIGNED BY: STORM DRAIN TITLE SHEET DATE:
MJG JULY, 2002
Date ZZ'`�'L CHECKED BY: APP D B
.� DRAWING NO.:
FLC.E. 62183 EXP. a -
R CITY ENGINEER R.C.E. 51152 DATE 3160 4
J:\826-1171\storm\SD01.dwg, 07/22/2002 08:48:18 E