HomeMy WebLinkAbout4101-1GENERAL NO TE,5
7, 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 ENIGNEER FOR RESOLUTION.
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE C17Y ENGINEER.
4. 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.
5. 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.
6. IT 51-IALL BE THE RESPONSIBIL17-Y OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
7 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.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED 13Y
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.
9. NO MATERIAL OR EQUIPMENT SHALL 13E STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE
PERMIT FOR THAT PURPOSE.
10. 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
EXCA VA TION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTIL17Y COMPANIES INCLUDING, BUT NOT LIMITED
TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER,
RECL41MED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR 141ATER MAIN VALVES WITHOUT APPROPRIATE
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS 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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PEI?
HOUR,
21. 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 1411THOUT PRIOR
WR17-TEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
2J� 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.
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 FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER
LA TERA L �
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.
Ja APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT
J1. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY
ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT ANDIOR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS
SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
JJ. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
J4. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND
OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER,
J5. CONTRACTOR SHALL RELOCATE ANDIOR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
J6. AS -BUILT DRA141INGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
F:�
......... ........
wall 10111111
CITY OF FONTANA
ADELPHIA (CABLE TV)
ATTN: BRIAN WREN
ATTN: JACK HAYES
8J5J SIERRA AVENUE
1205 DUPONT AVENUE
FONTANA, CA 92JJ5
(909) J50 -66J2
ONTARIO, CA. 91761
C.B.
(909) J90-4738
50. CALIFORNIA GAS COMPANY
CENTERLINE
ATTN: JACK JARVIS
VERIZON
762J1 VALLEY BLVD.
ATTN.- STEVE HOCK
FONTANA, CA. 92JJ5
1400 E. PHILLIPS BLVD.
�`909�, 428-8411
POMONA, CA. 91766
,ME GENCIES: (800) 427-2200
FLOW LINE
F. S.
(909) 469-6J27
SO, CALIFORNIA EDISON COMPANY
GRADE BREAK
7951 REDWOOD AVE.
FONTANA WATER COMPANY
FONTANA, CA, 92JJ5
(�909) 820-5598 - UNDERGROUND
ATTN: MICHAEL J. McGRAW
(909) 875-5100 - TRANSMISSIONS
8440 NUEVO AVENUE
(�21,5) 6J7-12JJ - PIPELINES
FONTANA, CA 92JJ5
(909) J57-62JJ - DISTRIBUTION
TEL: (909) 822-2201
CRAWFORD CANYON MUTUAL WA TER CO.
FAX: (909) 82J-5046
ATTN: BASIL J. FABRIZIO
(909) 46J-9580
WEST VALLEY WATER DISTRICT
WEST SAN BERNARDINO WATER
ATTN: LON TSAI
UNDERGROUND SERVICE ALERT
855 W. BASELINE ROAD
(800) 422-41JJ
RIALTO, CA 92J77
SBC
ATTN JAMES ZIELINSKI
1265 N. VAN BUREN STREET
SUI TE 180
FOOTHILL
ANAHEIM, CA 92807
(714) 666-5415
CONSTRUCTION NOTES
CONS TRUC T 6. 5 " A C ON 12 " COMPA C TED NA TI VE SOIL (957. COMPA C TION)
GRIND & 0 VERL A Y 1. 5' MIN, EXIS TING A C PA VEMEN T A 5
NECESSA R Y
CONSTRUCT 8" CF P.C.C, CURB & GUTTER PER CITY ST9. PLAN NO. 1003
CONSTRUCT COMMERCIAL DRIVE APPROACH & SIDEWALK PER CITY
STD. PLAN 1005A. "W" AND "R" PER PLAN.
(D CONSTRUCT 4" PCC SIDEWALK PER CITY SID. PLAN 1015, W PER PLAk._
SA WCU T & REM 0 VE EXIS TING A C PA VEMEN T
REMOVE EXISTING SIDEWALK
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD, PLAN 1006
CONSTRUCT 6" CF P.C.C. CURB ONLY PER CITY SID. PLAN NO. 1003
RELOCATE EXIST STREET LIGHT PER S.C.E.
0 ADJUST MANHOLE TO GRAD SCALE IN FEET
" III
a MINIZIliffial
.111 I
C L
NORTH SOUTH
R/W R/W
1 110' 1
1 8, 1 52' 1 io, 20' i
5 VA R : I PROP. FUT.
PROP 2% _ _ JMEDIAN
2% FF
MEANDERING
CONC____/
- - - - - - - - - - - -
SIDEWAL
K Ix, - - - - - - - - - - - - - - - -
EXISTING
EXISTING 'I "ll ",\,
SIDEWALK 8" CONC. CURB
& GUTTER
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 RESPONSI-
BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT,- INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT
THIS SHALL A13PLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIF)� AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILIT)� 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.
INDEX OF DRAWINGS
D E-SCRIPTION SH T. NO.
TITLE SHEET I
PLAN & PROFILE SHEET 2
QUANTITIES
220 L. F
670 S. F.
FIR
FOOTHILL BOULEVARD
STA. 65+23.30 TO STA. 69+65.87
NTS
Mlllffillllr_lw�
A. C.
ASPHAL TIC CONCRETE
MEYE
R CANYON DRI
w
BEG. VERTICAL CURVE
B. W.
BACK SIDEWALK
C.B.
CA TCH BASIN
C.L.
CENTERLINE
E. C.
END CURVE
E. P.
EDGE PA VEMEN T
<
EDGE GRADE
LQ
END VERTICAL CURVE
EAST
FLOW LINE
F. S.
FINISH SURFA CE
C. B.
GRADE BREAK
H.P.
LIBERTY q
INV
IN VER T
HtLTON DRIVE
ON CURVE
SCALE:
-
I "� 10'
4 T 7,4 ?ASIS OF BEARINGS -
FOOTHILL
BLVD.
Q)
0
z
0
<
ROUTE
ARROW
a MINIZIliffial
.111 I
C L
NORTH SOUTH
R/W R/W
1 110' 1
1 8, 1 52' 1 io, 20' i
5 VA R : I PROP. FUT.
PROP 2% _ _ JMEDIAN
2% FF
MEANDERING
CONC____/
- - - - - - - - - - - -
SIDEWAL
K Ix, - - - - - - - - - - - - - - - -
EXISTING
EXISTING 'I "ll ",\,
SIDEWALK 8" CONC. CURB
& GUTTER
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 RESPONSI-
BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT,- INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT
THIS SHALL A13PLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIF)� AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILIT)� 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.
INDEX OF DRAWINGS
D E-SCRIPTION SH T. NO.
TITLE SHEET I
PLAN & PROFILE SHEET 2
QUANTITIES
220 L. F
670 S. F.
FIR
FOOTHILL BOULEVARD
STA. 65+23.30 TO STA. 69+65.87
NTS
Mlllffillllr_lw�
A. C.
ASPHAL TIC CONCRETE
8. C.
BEGIN CUR VE
B. V. C.
BEG. VERTICAL CURVE
B. W.
BACK SIDEWALK
C.B.
CA TCH BASIN
C.L.
CENTERLINE
E. C.
END CURVE
E. P.
EDGE PA VEMEN T
E. C.
EDGE GRADE
E. V. C.
END VERTICAL CURVE
F L.
FLOW LINE
F. S.
FINISH SURFA CE
C. B.
GRADE BREAK
H.P.
HIGH POIN T
INV
IN VER T
O.C.
ON CURVE
EXISTING
EDGE OF
'PAVEMENT
P. C. C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
R11W
RIGHT OF IVA Y
TA N.
TANGENT
T C.
TOP OF CURB
W
WID TH
v
VERTICAL DEPTH
(590.69)
INDICATES EXISTING ELEVATION
590.69
INDICATES PROPOSED ELEVATION
�R
INDICA TES SLOPE 2: 1
A C PA VEMEN T
42J4'1 4 "
REMOVAL
18.571
GRIND
EDGE OF PA VEMEN T
I
- - - - - - - - --- - - - - - - - 7 - - --- - - - - - - - -- - - - - - - - - t4-,
25.75
2%
2 Tc FSIGB
5.8
25. FL
8 " CONC.
:Z�
U) _YP
BAND (7 ) IVE
PAT
BCR DECO
CONCREI
25.50
FS/G3
(6
- ---------------
EX R/W 25.12
ZD
FS B
6B '�<�25. 00
FSIGB
0. 74 7o
? C)
8 (24.90
rg- -
± -------
I "LIP
DEL TA
RADIUS
(24.2,3FL)
24.5JFL
ci
4722'40"
25,00
20.67
10.97
C4
47*09'2,3"
25.00
Q3
10.91
C9
4J48'07"
�R
19.11
Cli
42J4'1 4 "
1 25,00,
18.571
9,74
DRIVEWA Y
DETAIL A
SCALE:
-
I "� 10'
4 T 7,4 ?ASIS OF BEARINGS -
K
1,25%
�w
man=
�lmw
ol
25.95TC HP
25.45
Z� k-,�
CQ I
Ln
CL
�6
N-
00
1q:
EX. R/W
z "' / "' k' 8"CF
25.12FL
CURVE TABLE
CUR VE
DEL TA
RADIUS
LENGTH
TANGENT
ci
4722'40"
25,00
20.67
10.97
C4
47*09'2,3"
25.00
20.58
10.91
C9
4J48'07"
25.00
19.11
Cli
42J4'1 4 "
1 25,00,
18.571
9,74
Q)
Ct.
00
Q)
0
JA750-1838\streets\st0l.dwa. 7/5/2006 31M6 PM. iv