HomeMy WebLinkAbout3175-1GENERAL 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
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3. 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 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
CLOSURE 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,
23. 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 SHOULDBE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
TEMPORARY NON -ERODIBLE 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 UNDER GROUND 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/QR 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.
STREET IMPROVEMENT PLANS
TRACT 16273
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INDEX
1 "=100'
CITY OF FONTANA UTILITYTIFI TI LIST
CITY OF FONTANA PACIFIC BELL CO.
ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE 3939 E.CQRQNADQ 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
FONTANA, CA. 92335 ONTARIO, CA. 91761
EMERGENCIES: (800) 427-2200 (909) 390-4738
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA. 92335
909820-5598 - UNDERGROUND
909 875-5100 - TRANSMISSIONS
213 637-1233 -- PIPELINES FONTANA WATER COMPANY
909 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW
800 422-4133 8440 NUEVO AVENUE
CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201
ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 227-2600
PRIVATEINEER'S NOTICE TO CONTRACTORS
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.
i
tiz Ez x i
R/W R/W
5' S0' S'
P� UES P.U.E.
5' 20' CL 20, 5'
(
0.5' LEVEL LINE 051
TC=CL-0.01'
2% 2%
CONC.?
I '�� /•. "� GONG.
G) SIDEWALK SIDEWALK
=III=III
cONC.CURB(D4 1 CONC. CURB0
& GUTTER I & GUTTER \�..��
TYPICAL ST. 501 R/W
NTS
OSE LANE
TI = 5.5
FUTURE
IMPROVEMENT
FUTURE R/W
IMP. PER TR.13926
PER DRWG. NO.2080
18' 1 18'
IMP. PER TR.16273
N' LY R/W
EXIST,
S`LY R/W
62, 1'
AGGREGATE BASE
A.C.
ASPHALTIC CONCRETE
(121) (°) (121) CL 201
BEGIN CURVE
12'
6' I 12' I 12' 1 8'
LEVEL LINE I
0.6' 0.38
2.67% E? -_67u7
V r/l
2
EP=CL.FS-0.48'
TYPICAL ETI
i = ..Will
4.5'
4.58
% 0.48'
2%
`--CONC.6
SIDEWALK
CONC. CURB
& GUTTER
(�
CONSTRUCT 4 AC OVER 12 COMPACTED NATIVE SOIL 95%
AGGREGATE BASE
A.C.
ASPHALTIC CONCRETE
B.C.
BEGIN CURVE
SEE GENERAL NOTES 31 & 32
BOUNDARY
C. B.
24,310
SF
QCONSTRUCT
6 1/2" AC OVER 12" COMPACTED NATIVE SOIL
(95%)213
E.D.F.
EXTRA DEPTH FOOTING
EOP
EDGE OF PAVEMENT
SEE GENERAL NOTES 31 & 32
EXISTING
F. F.
FINISH FLOOR
SF
FINISH GRADE
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD DWG 1003
FLOW LINE
335
LF
Q
CONSTRUCT 6" CURB AND GUTTER `PER CITY OF FONTANA STD DWG 1003
HGL
1,245
LF
HIGH POINT
CONSTRUCT MODIFIED CROSS GUTTER PER CITY OF FONTANA
STD DWG 104 (W=8')
INV.
1,090
SF
l
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA
STD 1015
MVC
7,859
SF
7
-0
CONSTRUCT ACCESS RAMPED CURB RETURN PER CITY STD.
-CONSTRUCT
PLAN NO. 1006
P.R.C.
2
EA
POLYVINYL CHLORIDE
DRIVEWAY PER CITY OF FONTANA STD DWG 102
RIDGE LINE
R.C.P.
24
EA
RIGHT
INSTALL STREET LIGHT 16000 LUMEN " PER CITY OF FONTANA
STD DWG 1016
ST.
1
EA
10
INSTALL STREET LIGHT 5,800 LUMEN PER CITY OF FONTANA
STD DWG 1016
T.G.
4
EA
11
INSTALL STREET NAME SIGNS PER CITY STD.139
TOP OF WALL
W
1
EA
12
ADJUST MANHOLES TO GRADE PER CITY STD. 109
VERTICAL CURVE
W.S.
4
EA
13
ADJUST WATER VALVES TO GRADE PER CITY STD. 130
INDICATES PROPOSED ELEVATION
610'
4
EA
14
SAW CUT EXISTING PAVEMENT
INDICATES RETAINING WALL
260
LF
15
REMOVE EXISTING PAVEMENT
308
SF
16
INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND.
1
EA
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
_ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS T
--
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
VICINRY MAP
NTS
ABBREVIATIONS & LEGEND
A. B.
AGGREGATE BASE
A.C.
ASPHALTIC CONCRETE
B.C.
BEGIN CURVE
BNDRY
BOUNDARY
C. B.
CATCH BASIN
C. L.
CENTERLINE
E.C.
END CURVE
E.D.F.
EXTRA DEPTH FOOTING
EOP
EDGE OF PAVEMENT
EX.
EXISTING
F. F.
FINISH FLOOR
F.G.
FINISH GRADE
F. L.
FLOW LINE
F. S.
FINISH SURFACE
G. B.
GRADE BREAK
HGL
HYDRAULIC GRADE LINE
H. P.
HIGH POINT
IMPRV
IMPROVEMENTS
INV.
INVERT
LT.
LEFT
M.P.S.D.
MASTER PLAN STORM DRAIN
MVC
MIDDLE OF VERTICAL CURVE
O.C.
ON CURVE
P.C.C.
PORTLAND CEMENT CONCRETE
P.R.C.
POINT OF REVERSE CURVATURE
P.V.C.
POLYVINYL CHLORIDE
(R)
RIDGE LINE
R.C.P.
REINFORCED CONCRETE PIPE
RT.
RIGHT
R/W
RIGHT OF WAY
ST.
STREET
T.G.
TOP OF CURB
T. F.
TOP OF FOOTING
T.G.
TANGENT GRADF,
TR.
TRACT
T.W.
TOP OF WALL
W
WIDTH
V
VERTICAL DEPTH
V.G.
VERTICAL CURVE
W.S.
WATER SURFACE
(590.77)
INDICATES EXISTING ELEVATION
590.77
INDICATES PROPOSED ELEVATION
610'
INDICATES EXISTING CONTOUR
610-
INDICATES PROPOSED CONTOUR
INDICATES RETAINING WALL
DAYLIGHT / CUT -FILL LINE
INDICATES SLOPE > 4 : 1
BENCH MARK: #360
BASIS OF BEARINGS:
THE BEARING OF N 00'22'40" E ALONG
CITY OF FONTANA BENCH MARK #
THE CL OF BEECH AVE., AS SHOWN ON
360 A NAIL IN POLE # 1563704E AT
TR NO 93325-2, FILED IN BK. 216, PG.
SOUTHWEST CORNER OF LIME AVE.
13-18, INCLUSIVE IN MAPS IN THE OFFICE
AND BASELINE AVE.
OF THE COUNTY RECORDER OF S.B.C.,
ELEVATION: 1376 O3
WAS USED AS THE BASIS OF BEARING FOR
THIS MAP.
Prepared Under The Supervision Of
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PREPARE® IN THE OFFICE OF
MADOLE AND ASSOCIATES,
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10601 CHURCH STREET, STE. 107
RAMC 91 730
DESIGNED BY: LLP
Exp: 9-30-05
POHONE (909) 948-X1 31 1
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INDICATES DIRECTION OF FLOW
INDICATES 0.1' MIN. AC OVERLAY