HomeMy WebLinkAbout2748-1GENERAL
NOTES:
CITY OF FONTANA UTILITY NOTIFICATION LIST
1.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
CITY OF FONTANA UTILITY NOTIFICATION LIST
721 RJW
I
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
29.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK").
I
ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
CITY OF FONTANA PACIFIC BELL CO.,
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UNLESS OTHERWISE NOTED.
ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER
TYPICAL SECTION
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8353 SIERRA AVENUE 3939 E. CORONADO STREET
2.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING
FONTANA, CA 92335 ANAHEIM, CA 92807
W
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DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE
(909) 350-6632 (714) 666-5467
REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
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RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)
LOCATION OF THE SEWER LATERAL.
R/W
ATTN: ALAN KESELOFF ATTN: JACK HAYES
3.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES.
16231 VALLEY BLVD. 1205 DUPONT AVENUE
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
FONTCONTRACTOR CA ONTARIO, CA 91761
,
OPERATION AND WATER REQUIREMENTS.
(909) 3
(909) 335-778811 (909) 390-4777 X 3055
.INCLUDING ADEQUATE WATERING, AT ALL TIMES.
1' G' 18' / 20' 18' / 20'
EMERGENCIES: (800) 427-2200
4.
CURVE DATA REFERS TO THE FACE OF CURB.
SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY
5.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
ATTN: JAIME AMESZCUA ATTN: STEVE HOCK
(909) 357-6581 1400 E. PHILLIPS BLVD.
6.
ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO
7951 REDWOOD AVENUE ONTARIO, CA 91766
34.
PAVING OF STREETS.
FONTANA, CA 92335 (800) 422-4133
(909) 820-5598 - UNDERGROUND
7.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
(909) 820-5137 - TRANSMISSIONS
THE CITY TRAFFIC ENGINEER.
INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
(213) 637-1233 - PIPELINES
(909) 357-6589
35.
DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
- DISTRIBUTION
(800) 422-4133
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
EXCEED 25 MILES PER HOUR.
FUT.
'
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227 2600 TWO
CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY
-
WORKING DAYS BEFORE EXCAVATION.
a
3'
I
36.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
ATTN: BILL VANDRKIEFT, JR. ATTN: AL KROHN
B.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO
(619) 868-6040 8440 NUEVO AVENUE
FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
FONTANA, CA 92335
TYPICAL SECTION
(909) 622-2201 X 323
9.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
FAX: (909) 823-5046
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION,
�XV".11 o'�
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
UNDERGROUND SERVICE ALERT
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN
(800) 227-2600
TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
10.
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
ENGINu ER WILL 40T BE
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
Y ,
11.
TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
12.
WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
RESOLUTION.
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
13.
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
�'"ry'h
PLACEMENT.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
/3
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
14.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
OF
EXISTING CONCRETE.
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
SAN SEVAINE AVENUE
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
15.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
TYPICAL SECTION
5
PLACED, INSPECTED AND APPROVED.
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
16.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
ENGINEER.
0 0 0.0 T O STA.
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS
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BOWER_LEGt I343�NN90THIGHLAN�
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
+ .
POTENTIAL EXISTS FOR GROUND MOVEMENT.
17.
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.
18.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
19.
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.
20.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
21.
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.
22.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
23.
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.
24.
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.
25.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES
OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
R W
72' R/W
26.
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL
cl
ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED
14'
22'
22'
14'
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.
2'
2'
6
5
3
3'
S'
61
27.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
/
AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER
2'7
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COMPLETION OF ROUGH GRADING.iL
��EVEI LME
28.
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL
i11�E/ND
STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED
FUT.
FUT.CONC. SIDEWALK
Underground Service Alert
CALL
TOLL FREE
1-800
905 227-2600
TWO WORKING DAYS BEFORE YOU DIG S
SAN GABRIEL MOUNTAINS
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TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
5
CONC.SIDEWALKQ,
9'
E' LY R / W
721 RJW
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29.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES
I
AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
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CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
TYPICAL SECTION
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30.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
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PRIOR APPROVAL OF THE INSPECTOR.
31.
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
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LOCATION OF THE SEWER LATERAL.
R/W
R/W
EXIST. PAWfiMENT
50' / 54'
32.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL
,
A
.INCLUDING ADEQUATE WATERING, AT ALL TIMES.
1' G' 18' / 20' 18' / 20'
G' 1'
33.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
I
5'
S
AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS
RECORD DRAWING
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
PUE.
PU.E.
34.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
A.0 / A.B. +0.03 GONG. CURB +
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF
GEt� �/$ GUTTER
9
THE CITY TRAFFIC ENGINEER.
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4.
35.
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR.
FUT.
'
GONG. SIDEWALK
2
-
GONG. SIDEWALK GONG. CURB + -0.01 @ 20
a
3'
I
36.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
GUTTER 50' & 541 R/W
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AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
TYPICAL SECTION
N T S
Underground Service Alert
CALL
TOLL FREE
1-800
905 227-2600
TWO WORKING DAYS BEFORE YOU DIG S
SAN GABRIEL MOUNTAINS
W
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VICINITY MAP
15UTLM PEAK
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CONSTRUCTION NOTES: Jewel
10-- CONSTRUCT 4' AG PAVEMENT CMINO OVER 12' COMPACTED NATIVE MATERIAL
C5EE GENERAL NOTE 27+28 ) 44782 SF
CONSTRUCT 5 1/4' AG PAVEMENT CMINO OVER 12' COMPACTED NATIVE MATERIAL
(SEE GENERAL NOTE 27 +28 ) 129814 SF
�- CONSTRUCT 8' CURB + GUTTER PER CITY 5TD. DWG. NO. 101. 1681 LF
0_- CONSTRUCT G' CURB + GUTTER PER CITY 5TD. DWG. NO. 101. 1595 LF w
5�- CONSTRUCT GRO55 GUTTER PER CITY STD. DWG. NO. 104. WIDTH PER PLAN. 2596 LF I N O
O6 - CONSTRUCT RAMPED CURB RETURN PER GITY 5TD. DWG. NO. 104A. 9 EA Z
CONSTRUCT 4' GONCRETE SIDEWALK PER CITY STU. DWG. NO. 105A. W=PER PLAN 23525SF
G�_IN5TALL 2'X G' REDWOOD HEADER. 6430 LF
9� INSTALL BARRICADE PER CITY STD. DWG. NO. 118. 3EA
10-IN5TALL STREET LIGHT C5CE #20)22,000 LUMEN 6EA IV
11 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN. 4 EA -
12 ADJUST MANHOLE OR VALVE COVER TO GRADE. 13 EA
13 REMOVE EXISTING PAVEMENT 72310 SF
14 CONST. AC OVERLAY 1"MIN. 6430SF I =o
15 INSTALL STREET LIGHT (SCE#7)5,800 LUMEN 6 E wZ
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EXIST. Vim/ j` 4004. �N��s9PE
-W'LY R / W SEjBAGK FA!61F,�eA1r.
150,
25' 251
34'
20: EXIST.
I
AC PAV EME N T 221
5' 20� STA.173 • 50.00
APV/ 32 (0.4020) +42' LEVEL
2,M 2,A Ll NE
'
EX ST.
E LY R -1 W
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7' 5'
/
0
NORTH FRONTAGE ROAD
6x/57
CwV41ND
- CONC. SIDEWALK
TYPICAL SECTION
11 T S
STA. 159+00.00 TO STA. 173+50.00
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INDEX MAP
W ' LY
0/
E' LY R / W
r4VEN
z
RW
/
wa
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0
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Y
W
LU
Cc
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36' PROP
C PAVEMENT
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VICINITY MAP
15UTLM PEAK
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CONSTRUCTION NOTES: Jewel
10-- CONSTRUCT 4' AG PAVEMENT CMINO OVER 12' COMPACTED NATIVE MATERIAL
C5EE GENERAL NOTE 27+28 ) 44782 SF
CONSTRUCT 5 1/4' AG PAVEMENT CMINO OVER 12' COMPACTED NATIVE MATERIAL
(SEE GENERAL NOTE 27 +28 ) 129814 SF
�- CONSTRUCT 8' CURB + GUTTER PER CITY 5TD. DWG. NO. 101. 1681 LF
0_- CONSTRUCT G' CURB + GUTTER PER CITY 5TD. DWG. NO. 101. 1595 LF w
5�- CONSTRUCT GRO55 GUTTER PER CITY STD. DWG. NO. 104. WIDTH PER PLAN. 2596 LF I N O
O6 - CONSTRUCT RAMPED CURB RETURN PER GITY 5TD. DWG. NO. 104A. 9 EA Z
CONSTRUCT 4' GONCRETE SIDEWALK PER CITY STU. DWG. NO. 105A. W=PER PLAN 23525SF
G�_IN5TALL 2'X G' REDWOOD HEADER. 6430 LF
9� INSTALL BARRICADE PER CITY STD. DWG. NO. 118. 3EA
10-IN5TALL STREET LIGHT C5CE #20)22,000 LUMEN 6EA IV
11 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN. 4 EA -
12 ADJUST MANHOLE OR VALVE COVER TO GRADE. 13 EA
13 REMOVE EXISTING PAVEMENT 72310 SF
14 CONST. AC OVERLAY 1"MIN. 6430SF I =o
15 INSTALL STREET LIGHT (SCE#7)5,800 LUMEN 6 E wZ
N
EXIST. Vim/ j` 4004. �N��s9PE
-W'LY R / W SEjBAGK FA!61F,�eA1r.
150,
25' 251
34'
20: EXIST.
I
AC PAV EME N T 221
5' 20� STA.173 • 50.00
APV/ 32 (0.4020) +42' LEVEL
2,M 2,A Ll NE
'
EX ST.
E LY R -1 W
/ZA
7' 5'
/
0
NORTH FRONTAGE ROAD
6x/57
CwV41ND
- CONC. SIDEWALK
TYPICAL SECTION
11 T S
STA. 159+00.00 TO STA. 173+50.00
I
II
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INDEX MAP
W ' LY
50'
E' LY R / W
RW
/
36' PROP
C PAVEMENT
EXIST. PAWfiMENT
A
RECORD DRAWING
J
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i 1
01
2
a
3'
I
THM 1�^."J DRAY/I,'48 HAVE BEn PSEPARED, W
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2'/ 2./�
RMT, ON 1R':: BASIS C - VMR(AffrN COw LIED AND
PWINMHEZ::Y CT. M6' THE
�XV".11 o'�
ENGINu ER WILL 40T BE
Y ,
--8�(iNil'o
_c. fOR M'' cill(7R6 OR OMISSIONd WHICH
EXIST. GROUND
HAVE &MOORP ,a^ZDINTOTHE DOCUMEIff3AS
�'"ry'h
I�
/3
OF
SAN SEVAINE AVENUE
TYPICAL SECTION
5
BENCH MARK: #R-17 CAI TRANS BASIS OF BEARINGS:
CITY
. 3`� 9
TA
STA."
0 0 0.0 T O STA.
158+68-84
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BOWER_LEGt I343�NN90THIGHLAN�
THE BASIS OF BEARINGS FOR THIS MAP
THE
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fNORTHEAST
f3HA TFR nF RFf TrTnN Pf
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