HomeMy WebLinkAbout3578-1GENERAL 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 TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE
RESOL VED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY 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 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA TION OR TRENCH WORK FOR
TRENCHES 5 FEET OR GREA TER IN DEPTH FROM THE CALIFORNIA STA TE DI VISION OF
INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCA VA TIONS 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 MO VEMEN T
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OBTAINING A SEPARA TE PERMIT FOR THA T PURPOSE.
10. THE LOCA TIONS OF UTILITIES SHOWN HA VE BEEN DETERMINED FROM A VAILABLE INFORMA TION.
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.
11. 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
CAL TRANS ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO
WORK AROUND THEIR FACILITIES.
12. THE CON TRA C TOR SHALL NO T OPERA TE AN Y FIRE H YDRAN T OR WA TER MAIN VAL VES W1 THOU T
APPROPRIA TE AGENCY AUTHORIZA TION. CONTRACTOR SHALL COORDINA TE Wl TH THE APPROPRIA TE
WA TER COMPANY FOR VA VE OPERA TION AND WA TER REQUIREMENTS
13. CURVE DA TA 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 ADE: QUA TE WA TERING, A T ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER 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 WITHOUT PRIOR WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR,
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING 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 LATERAL.
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. 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 AND/OR BASE COURSE MATERIAL FOR STRUCTURAL
STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO
CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF
THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
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APN 226-191-19
221
ILI
CITY iOF FONTANA
STREET IMPROVEMENT PLANS
TRACT NO 1653,91 16539 1.1 16539 -2
07
v
O
C:1
W
' "'r^UW4Y
Sl Y
R/W
104'
10' 40' CL 40'
30' 10' 10' ,3p'
5' S.
27. MIN.
209 MI
29 Z0 2y
CONC. CONC. CURB
SIDEWALK & GUTTER CONA/ C.CURPB _
& GUTTER
SIERRA LAKES PARK WA Y
N'L Y
R/W
ADD'L DEDICAII PROTTO lI WALL
VARIES O'-14' PER SEPARATE
14 PERMI T
4' 5' J, PAD
27
0'-3' MAX.
1�RET. WALL
PER SEPARATE
CONC. PERMI T
SIDEWALK
NOT TO SCALE
TI=10
(STREET IMPROVEMENT PER SIERRA LAKES IMPROVEMENT PLAN DWG. N0. 2965)
R/W R/�,y
5' PUE I 50%54' i 5' PUE
CL
7'
I 7' 18 %20' 118120' 7' I
0.03'(FOR 50)
-0.01'( FOR 54'
1[27. `LEVELI LINE ) 29 12;1 M
CONC. �r
CONC.7r'T*CONC
AC PAVEMENT SIDEWALK
SIDEWALK
. & CONC. CURB
GUTTER (6 "CF) & GUTTER (6 "CF)
50': BALTRAY WAY STA.. 11 +55.45 TO STA. 13+30.40
LUDLOW LANE STA. 11+56.96 TO STA. 13+31.91
& TURTLE BAY PLACE
54': BALTRAY WAY STA. 10+00.00 TO STA. 11+55.45
LUDLOW LANE STA.10+00.00 TO STA. 11 +56.96
GLEN ABBEY PLACE, OYSTER BAY LANE,
ROYAL TROON LANE & LYTHAM LANE
S'L Y/
R/W
NOT TO SCALE
TI=5.5
72'
N'L Y/
R/W
CURTIS CFD IMPROVEMENTS ARE NOT A PART OF TRACT 16539
14' CL 14'
4' 1 5' 1 5' 22' 22' 5'1 5' 4' 1
0' LEVEL LINE O,
2% 0.12' 2%
2% 2%
xww\N
8" CONC. CURB
& GUTTER
CURTIS A VENUE
INDEX MAP -
NOT TO SCALE
SCALE. 1 "=150'
TI= 6.5
CiTY-, Ct, FONTANA UTILITY NOTIFICATION i
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. GREG GASPAR ATTN: JACK HAYES
16231 VALLEY BLVD. 1205 DUPONT AVENUE
PRIVATE ENGINEER'S NOTICE TO CON TRA C TORS FONTANA, CA. 92335 ONTARIO, CA. 91761
(909) 428-8411 (909) 390-4736
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 SAFETYF
0. ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CON TINUOUSL Y 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.
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY
ATTN: STEVE HOCK
7951 REDWOOD AVENUE
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
ONTARIO, CA. 91766 (909)
(909) 820-5598 UNDERGROUND
800) 422-4133
(909) 875-5100 - TRANSMISSIONS'
BEG. VERTICAL CURVE
(213) 637-1233 PIPELINES
FONTANA WATER COMPANY
(909) 357-6233 DISTRIBUTION
ATTk- MICHAEL J. McGRAW
(800) 422-4133
8440 -'NUEVO AVENUE
C. B.
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
ATTN: BILL VANDERKIEFT, JR.
FAX: (909) 823-5045
(619) 868-6040
VERTICAL DEPTH
UNDERGROUND SERVICE ALERT
fillCONC.
(800) 227-2600
CONC.
LEGEND
FUTURE WL Y
R/W
R/W
58'
R/W
PUE
�
CL
PUE
5' i 7'
22' 22'
7'15' f1'
BEG. VERTICAL CURVE
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
LF
f�
LEVEL
0.05' LINE0.05'
M
�Qk 27.i
C. B.
2q 2;1
O6
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
C. L.
CENTERLINE
V
VERTICAL DEPTH
E. C.
fillCONC.
V. C.
CONC.
E P.
EDGE PA VEMEN T
SIDEWALK
INDICATES SLOPE 2. 1
SIDEWALK
EDGE GRADE
CONC. CURB &
GU TIER (6 "CF)
CONC. CURB
&GUTTER (6 "CF)
E. V. C.
OAK HILL WA Y & AINSDALE
WA Y
A C PA VEMEN T
NOT TO SCALE
FLOW LINE
13
Ti=5.5
F S.
22'
FUTURE IMPROVEMENTS
EX. IR/W 25'
14'
14'
4' 5' S' 22'
0, L.
2%
[27.
FU T. CON
SIDEWALK
75'
53'
PROPOSED IMPROVEMENTS
22'
22'
LINE
0'
0.12'
2%
�- FU T CONC. CURB
& GUTTER (8 "CF)
CA TA WBA A VENUE
NOT TO SCALE
TI=6.5
FROM STA. 13+98.09 TO STA. 19+82.59
FROM STA. 23+62.28 TO STA. 25+84.72
El Y
R/W
17'
5' 5' 7' 1
2%
A. C.
ASPHALTIC CONCRETE
QUANTITIES
O2
B. C.
BEGIN CURVE
NA TI VE MA TERIAL (SEE GENERAL NO TES 31 & 32)
B. V.C.
BEG. VERTICAL CURVE
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
LF
B. W
BACK SIDEWALK
W
WIDTH
C. B.
CATCH BASIN
O6
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
C. L.
CENTERLINE
V
VERTICAL DEPTH
E. C.
END CURVE
V. C.
VERTICAL CURVE
E P.
EDGE PA VEMEN T
10
INDICATES SLOPE 2. 1
E. G.
EDGE GRADE
CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. STD. PLAN
6 EA.
E. V. C.
END VERTICAL CURVE
O
A C PA VEMEN T
F. L.
FLOW LINE
13
REMOVAL
F S.
FINISH SURFACE
INSTALL STREET NAME SIGN PER CITY STD. NO. 139
7 EA.
G. B.
GRADE BREAK
; , x
GRIND
H.P.
HIGH POIN T
���
EDGE OF PA VEMEN T
INV.
INVERT
PER CITY STD. PLAN NO. 139
L. E.
LANDSCAPE EASEMENT
(590.77)
INDICATES EXISTING ELEVATION
0. C.
ON CURVE
310.00
INDICATES PROPOSED ELEVATION
P.C.C.
PORTLAND CEMENT CONCRETE
300
INDICATES EXISTING CONTOUR
(R)
R/W
RIDGE LINE
320
INDICATES PROPOSED CONTOUR
RIGHT OF WA Y
ALONG! µ
TAN.
TANGENT
-0--0--0---0-DAYLIGHT
/CUT -FILL LINE
T. C.
TOP OF CURB
OF SURVEY t�
SIDEWALK
PROP. CONC. CURB
& GUTTER (8 "CF)
FUTURE WL Y
R/W
VICINITY MAP
NOT TO SCALE
El Y
75' R/'W
36' 39'
FUTURE IMPROVEMENTS PROPOSED IMPROVEMENTS
EX. R/W
14' I 25' 22' 17'
4' 5' 22' 22' 5 5' 7' I
0' 18' 0'
2%12' LEVEL 2%
_ 2% 2% LINE
FU T. CONC.-` / I
SIDEWALK L EX. CURB & GUTTER
FU T. CONC. CURB
& GUTTER (8 "CF)
CA TA WBA A VENUE
NOT TO SCALE
TI= 6.5
FROM STA. 19+82.59 TO STA. 23+62.28
SIDEWALK
PROP. CONC. CURB
& GUTTER (8"CF)
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J:1826-173Mstreetslst0l.dwg, 03/26/2004 11:08:21 AM, cc
CONSTRUCTION NOTES
QUANTITIES
O2
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 957 COMPACTED
117,286 SF
NA TI VE MA TERIAL (SEE GENERAL NO TES 31 & 32)
O4
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
LF
O5
CONSTRUCT 6" TO 8" P. C. C. CURB & GUTTER-- TRANSI TION PER
CITY STD. PLAN NO. 1003
220 LF
O6
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
14 EA.
O
CONSTRUCT P.C.C. CROSS GUTTER W=10' PER CITY STD. 105
1,278 SF
OS
CONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY STD. 105
2,848 SF
()CONSTRUCT
4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
19,010 SF
10
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, `CASE PER SHEET 7
6 EA.
11
CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. STD. PLAN
6 EA.
300-2, "W" PER PLAN
12
ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109
13 EA.
13
ADJUST VALVE TO GRADE PER CITY STD. 130
14 EA.
14
INSTALL STREET NAME SIGN PER CITY STD. NO. 139
7 EA.
15
INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17)
17 EA.
17
CONST. 16' DRIVEWAY PER CITY STD. PLAN NO. 10051
78 EA./10, 450 SF
98
O
INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND,
7 EA.
PER CITY STD. PLAN NO. 139
21
INSTALL 4" PVC CHEDULE 40, LANDSCAPE SLEEVES
116 LF
G 0 b
'c
N0 .3 37 � Rini
low,36"E
ALONG! µ
TA WBA,
AVENUE A REsuLT
OF SURVEY t�
,ES 1.
AND- -2,
WAS USED
IGS FOR THIS SIE A. LAKFS, -, .. / I
C r-L.AN
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