HomeMy WebLinkAbout4013-1GENERAL NO TES
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 ENIGNEER 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
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 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
9• NO MATERIAL OR EQUIPMENT SHALL BE 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 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 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 WATER 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 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.
2,3. 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 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 SO,'LS 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 THE 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.
CITY OF FONTANA
STREET IMPROVEMENT PLANS
CYPRESS AVENUE
SIO SIERRA LAKES PARKWAY, PARCEL MAP NO. 17334
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA PACIFIC BELL CO.
ATTIC BRIAN WREN ATTN: NORMA GUILLOT
8353 SIERRA AVENUE 1265 N. VAN BUREN STREET
FONTANA, CA 92335 SUI TE 180
(909) 350-6632 ANAHEIM, CA 92807
SO. CALIFORNIA GAS COMPANY (714) 666-5401
ATTN: GREG GASPAR COMCAST (CABLE TV)
16231 VALLEY BLVD. A TTN: JACK HA YES 1205
FONTANA, CA. 92335 DUPONT AVENUE ONTARIO, CA. 91761
(909) 428-8411 (909) 390-4738
EMERGENCIES: (800) 427-2200 VERIZON
SO. CALIFORNIA EDITON COMPANY A TTN: STEVE HOCK
7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335 POMONA, CA. 91766
(909) 820-5598 - UNDERGROUND (909) 469-6327
(909) 875-5100 - TRANSMISSIONS FONTANA WATER COMPANY
(2 1,T) 637-1233 - PIPELINES ATTN: MICHAEL J. McGRAW
(909) 357- 6233 - DISTRIBUTION 8440 NUEVO AVENUE
CRAWFORD CANYON MUTUAL WATER CO. FONTANA, CA 92335 (909)
ATTN: BASIL J. FABRIZIO 822-2201 FAX: (909)
(909) 463-9580 823-5046
UNDERGROUND SERVICE ALERT WEST VALLEY WATER DISTRICT
(800) 422-4133 ATTN: LON TSAI
855 W. BASELINE ROAD
METROPOLITAN WATER DISTRICT RIALTO, CA 92377
WATER SYSTEM OPERATION GROUP
ATTN: JOE MIRONE SAN GABRIEL VALLEY
(909) 776-2664 MUNICIPAL WATER DISTRICT
ATTN: DAVE JOHNSON
549 EAST SIERRA MADRE AVENUE
P.O. BOX 1299
AZUSA, CA. 91702-1299
(909) 969-7911
PRIVATE ENGINEER'S NOTICE TO CON TRA C TORS
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 RESPONSIBI
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,
N 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 ANY WORK
T IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY
DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOX
UTILITY BOXES AND LIDS, ETC.
RECORD �"i
�� f
W rte*+ THESE RE :-RD 0RA'vV'.iiS HAVE BEEN r ^t=t^., IN
$ PART, ON - HE z T '� .4ND
a NO. 3663) s o� .-0R9AA IOR L� - f
FURNI`rI,ED fay , T HERS. THE ENGINEER \&N -L NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISC-!ONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
Al � A RESULT THERE OF.
TRACT 1G
II
II
Q
SIERRA LAKE \
PM IU29 \
I POR. PARCEL 9
PARKWAY
N
U \ P.M. 17334
UA
INDEX MAP
SCALE: 1 `500'
SHEET INDEX
SHEET 1 - TITLE
SHEET 2 - PLAN AND PROFILE
SHEET 3 - DETAILS
NOTE:
LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS
HAVE NOT BEEN APPROVED. LOCAL STORM DRAIN LINE AND
LATERAL CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW
OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR
CITY REVIEW.
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 PA VEMEN T
E. G.
EDGE GRADE
E. V. C.
END VER TI CAL CURVE
F. L.
FLOW LINE
F. S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
0. C.
ON CURVE
LITY
I
ES,
PARKWAY
N
U \ P.M. 17334
UA
INDEX MAP
SCALE: 1 `500'
SHEET INDEX
SHEET 1 - TITLE
SHEET 2 - PLAN AND PROFILE
SHEET 3 - DETAILS
NOTE:
LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS
HAVE NOT BEEN APPROVED. LOCAL STORM DRAIN LINE AND
LATERAL CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW
OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR
CITY REVIEW.
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 PA VEMEN T
E. G.
EDGE GRADE
E. V. C.
END VER TI CAL CURVE
F. L.
FLOW LINE
F. S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
0. C.
ON CURVE
1�8�9
P.C.C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
RIW
RIGHT OF WA Y
TAN.
TANGENT
T. C.
TOP OF CURB
w
WID TH
V
VER TI CAL DEPTH
(590.77)
INDICATES EXISTING ELEVATION
590.69
INDICATES PROPOSED ELEVATION
INDICATES SLOPE 2:1
D
A C PA VEMEN T
®
REMOVAL
®
GRIND
EDGE OF PA VEMEN T
VICINITY MAP
NOT TO SCALE
CONSTRUCTION NOTES
0�__ CONSTRUCT 6 1/2" AC ON 12" COMPACTED NATIVE SOIL (959' COMPACTION)
PER SOILS REPORT RECOMMENDATION.
2�-CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1003.
3o- CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015.
4a -CONSTRUCT P.C.C. DRIVE APPROACH PER CITY OF FONTANA STD. PLAN NO. 1005A.
(RADIUS MODIFIED AS SHOWN ON PLAN)
a5 -CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, CASE "B"
6o- CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. 300-2
GRIND AND OVERLAY 1.5" MIN. AS REQUIRED
B�ADJUST MANHOLE TO GRADE PER CITY STD. NOS. 109
('),_REMOVE EXISTING A.C. PAVEMENT
10 REMOVE EXISTING BARRICADE
10- INSTALL 24" X 24" BROOKS BOX .
12 INSTALL STREET LIGHT BEHIND CURB. LAMP TO BE 16,000 LUMEN.
QUANTITIES
24,240 SF
620 LF
3, 055 SF
2, 350 SF
1 EA
1 EA
2, 000 SF
2 EA
3, 050 SF
1 EA
1 EA
3 EA
WEST EAST
R/W R/W
92'
CL I
12' 34' 34' 12'
.5' 5' 6.5' EXISTING 6.5' 5' .5'
10'PVMT REMOVAL
2.• 1 2:1
MAX.4 MAX.
N OVERLAY � N
-_ Qs
LEVEL LINE LEVEL LINE 2� 2% I EXIST
2 I GROUND
�T j PROP. _
EXIST. CONC.
SIDEWALK � EXIST CONC.
SIDEWALK CONC. PROP. CONC.
CURB &GUTTER CURB &GUTTER MEET EXIST
4EET EXIST. CYPRESS AVENUE GROUND
GROUND TYPICAL SECTION
T.I.=6.5
STA. 17+00.00 TO 19+10.00
WEST NOT TO SCALE EAST
R/W R/W
92'
I CL I
12' 34' 34' 12'
.5' 5' 6.5' 6.5' 5' .5'
2:1 2:1
MAX. MAX.
IIN I N I
2%_ 1� 2�EVEL LINE LEVEL LINE Z�r- !!� I 2% I EXIST
I � -' I GROUND
n� �� . PROP.
PROP.. CONC. PROP. CONC PROP. CONC. CONC.
SIDEWALK CURB &GUTTER CURB &GUTTER SIDEWALK
-MEET EXIST MEET EXIST
GROUND CYPRESS AVENUE GROUND
TYPICAL SECTION
T I.=6.5
STA. 14+92.05 TO 17+00.00
NOT TO SCALE
W
cn
O
N
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