HomeMy WebLinkAbout2850-1GENERAL 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 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 HE 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 STORM DRAIN 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 1-800-227-2600 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. TRENCHES 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 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 BE 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, 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 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.
29 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
30 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.
31 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
32 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL
OF THE CITY ENGINEER.
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.
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. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTN:
ALAN KESELOFF
ATTN: JACK HAYES
16231
VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA 92335
ONTARIO, CA 91761
(909)
335-7781
(909) 390-4777 X 3055
EMERGENCIES: (800) 427-2200
SO. CALIFORNIA EDISON COMPANY
GENERAL TELEPHONE COMPANY
ATTN:
JAIME AMESZCUA
ATTN: STEVE HOCK
(909)
357-6581
1400 E. PHILLIPS BLVD.
7951
REDWOOD AVENUE
ONTARIO, CA 91766
FONTANA, CA 92335
(800)
(909)
820-5598 - UNDERGROUND
(909)
820-5137 - TRANSMISSIONS
CONSTRUCT TEMPORARY INLET STRUCTURE PER
(213)
637-1233 - PIPELINES
(909)
357-6589 - DISTRIBUTION
(800)
CONSTRUCT CONCRETE COLLAR PER APWA STD.
2
CRAWFORD
CANYON MUTUAL WATER CO.
FONTANA WATER COMPANY
ATTN:
BILL VANDRKIEFT, JR.
ATTN: AL KROHN
(619)
868-6040
8440 NUEVO AVENUE
SUMMIT
FONTANA, CA 92335
AVENUE
1�
(909) 822-2201 X 323
1
EA.
FAX: (909) 823-5046
UNDERGROUND SERVICE ALERT
(800) 227-2600
ULTIMATE R/W
EXIST. R/W
i
ADD'L. R/W DEDICATION `
PER SEPARATE INSTRUMENT 1 ��
22'
66,
60'
12'
46'
EXIST. E ITCH I
TO BE FILLED
UP TO GRADE
EXIST. GROUND 2:1 M X.
2
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3" MAX. SIZE NATIVE I J
SOIL, COMPACTED 95
1" MAX. SIZE SELECTED
NATIVE BEDDING
COMPACTED 90%
w I PROP. 60" RCP
� � I
7'
STREET CL:
16' , 10'
Ks7-h
-2 %
EXIST. STREET IMPV'T.
PER DWG. NO. 2570
SHT. 2 & 3 OF 5
SECTION 19 91
TYP. BEDDING FOR R.C.P. STORM DRAIN
SCALE: 1" = 10' HORIZ.
1" = 5' VERT.
REV. I REVISION DESCRIPTION
DATE I ENGR.I CITY I DATE
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CONSTRUCTION NOTES:QUANTITIES:
SAN GABRIEL MOUNTAINS
INSTALL 24" C.M.P., GAUGE 16
13
L.F.
�2
INSTALL 24" R.C.P., D -LOAD PER PLAN.
4
L.F.
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INSTALL 48" R.C.P., D -LOAD PER PLAN.
8
L.F.
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INSTALL 54" R.C.P., D -LOAD PER PLAN.
155
L.F.
5
Pd
1,288
L.F.
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1
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PLAN 322-0, DETAIL ON SHEET 4.
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3
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GPS
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1
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PLAN 331-0, DETAIL ON SHEET 4.
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CONSTRUCT TEMPORARY INLET STRUCTURE PER
2
EA.
DETAIL ON SHEET 4.
10
CONSTRUCT CONCRETE COLLAR PER APWA STD.
2
EA.
PLAN 380-0, DETAIL ON SHEET 4.
11
CONSTRUCT BRICK & MORTAR PLUG PER S.B.C.F.C.D.
1
EA.
SUMMIT
AVENUE
1�
INSTALL 48" C.M.P., GAUGE 16 FIELD FABRICATED ELBOW.
1
EA.
a
REMOVE EXISTING (2) 22" X 24" ARCH CORRUGATED
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EA.
STEEL PIPES.
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CONSTRUCT A.C. OVERLAY OVER EXIST. A.C./ NATIVE,
2,249
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SWALE TO DRAIN @ 1.0 % MIN. GRADE.
15
w
1
EA.
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PROTECT -IN-PLACE EXIST. STREET NAME SIGN.
1
EA.
17
REMOVE EXIST. TEMPORARY INLET STRUCTURE AND
H
EA.
cr
18
CONSTRUCT CONCRETE BLANKET PER APWA STD.
1
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PLAN 225-0, DETAIL ON SHEET 4.
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19
INSTALL 48" C.M.P., GAUGE 16.
11
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MAP
SITE
N.T.S.
STREET CL:
16' , 10'
Ks7-h
-2 %
EXIST. STREET IMPV'T.
PER DWG. NO. 2570
SHT. 2 & 3 OF 5
SECTION 19 91
TYP. BEDDING FOR R.C.P. STORM DRAIN
SCALE: 1" = 10' HORIZ.
1" = 5' VERT.
REV. I REVISION DESCRIPTION
DATE I ENGR.I CITY I DATE
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CONSTRUCTION NOTES:QUANTITIES:
BENCH MARK: # 361
INSTALL 24" C.M.P., GAUGE 16
13
L.F.
�2
INSTALL 24" R.C.P., D -LOAD PER PLAN.
4
L.F.
®
INSTALL 48" R.C.P., D -LOAD PER PLAN.
8
L.F.
®
INSTALL 54" R.C.P., D -LOAD PER PLAN.
155
L.F.
5
INSTALL 6Y' R.C.P., D -LOAD PER PLAN.
1,288
L.F.
CONSTRUCT MANHOLE STRUCTURE PER APWA STD.
1
EA.
PLAN 322-0, DETAIL ON SHEET 4.
�7
CONSTRUCT MANHOLE STRUCTURE PER APWA STD.
3
EA.
PLAN 320-0, DETAIL ON SHEET 4.
CONSTRUCT JUNCTION STRUCTURE PER APWA STD.
1
EA.
PLAN 331-0, DETAIL ON SHEET 4.
O9
CONSTRUCT TEMPORARY INLET STRUCTURE PER
2
EA.
DETAIL ON SHEET 4.
10
CONSTRUCT CONCRETE COLLAR PER APWA STD.
2
EA.
PLAN 380-0, DETAIL ON SHEET 4.
11
CONSTRUCT BRICK & MORTAR PLUG PER S.B.C.F.C.D.
1
EA.
STD. PLAN S.P. 176A,(MODIFIED) DETAIL ON SHEET 4.
1�
INSTALL 48" C.M.P., GAUGE 16 FIELD FABRICATED ELBOW.
1
EA.
1
REMOVE EXISTING (2) 22" X 24" ARCH CORRUGATED
1
EA.
STEEL PIPES.
14
CONSTRUCT A.C. OVERLAY OVER EXIST. A.C./ NATIVE,
2,249
S.F.
SWALE TO DRAIN @ 1.0 % MIN. GRADE.
15
PROTECT -IN-PLACE EXIST. STREET LIGHT ON WOOD POLE.
1
EA.
16
PROTECT -IN-PLACE EXIST. STREET NAME SIGN.
1
EA.
17
REMOVE EXIST. TEMPORARY INLET STRUCTURE AND
1
EA.
OTHER APPURTENANT PIPES.
18
CONSTRUCT CONCRETE BLANKET PER APWA STD.
1
EA.
PLAN 225-0, DETAIL ON SHEET 4.
19
INSTALL 48" C.M.P., GAUGE 16.
11
L.F.
TEMP. B. M.
BENCH MARK: # 361
BASIS OF BEARINGS:
FOUND CHIS. " ®" ON TOP OF
SPIKE IN NORTH FACE OF
THE C.L. OF CHERRY AVE. BEING
CURB 0 BCR 0 S.W.
CORNER OF
PP #1536697E. @ S.W.
N 000 08'09" E PER P.M. 1959,
BASELINE & REDWOOD
ELEV.
COR. OF BASELINE AVE.
P.M.B. 28/18 WAS USED AS THE
1320.93 (PER PFEILER
& ASSOC.
6 SULTANA AVE.
BASIS OF BEARINGS FOR THIS PLAN
BENCH RUN DATED 7
/16 /93)
ELEVATION: 1365.01
ed Under The Supervision Of:
��®f ESSIONq PREPARED IN THE OFFICE OF
�4�a MILTON Fy MADOL.E AND ASSOCIATES, INC.
OF THE INLAND EMPIRE
r 10601 CHURCH STREET,
No . 14814 rn � STE. 107
RANCHO CUCAMONGA, CA. 91730
Exp: 3-31-01 PHONE (909) 948-1311
sT�TF FIv t1 k4ek9--oQ��� Date: $ S100
CA I.M.—
MADOLE R.C.E.14814 EXP.3-31-01
rN�r-i
DRAWN BY:
CFD
DESIGNED BY:
MCA
CHECKED BY:
MLD
*P* S.D.TITLE SHT.CHERR`
�V
STORM DRAIN PLAN
CHERRY AVENUE SCALE:
TRACT N0. 15709 AS SHOWN
DATE:
T ITL SHEET MARCH 2000
P D BY DRAWING NO.
l a 2850
ITY ENGINEER R.C.E. 511.52 DATE 4
WALNUT - 21 [0, 2551 PF: 1050 891 26 -Ju 1-00 04: 21 PM / 126-10507