HomeMy WebLinkAbout2672-1GENERAL 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 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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.
3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES.
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
OPERATION AND WATER REQUIREMENTS.
4 CURVE DATA REFERS TO THE FACE OF CURB.
5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO
PAVING OF STREETS.
7. 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 1-800-422-4133 TWO WORKING DAYS BEFORE EXCAVATION.
8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
9. 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.
10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE
TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
12. WHEN 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 ENGINEER FOR RESOLUTION.
13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT.
14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM 'IN GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
16. 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 8E GUARDED WHEN THE 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.
26. 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.
27. 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.
28. 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.
29. 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.
30. NO MATERIAL OR EQUIPMENT SHALL;BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
PRIOR APPROVAL OF THE INSPECTOR.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN -THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
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.
36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR.
37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
ATTN: CARLOS NAVARRO
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
SO. CALIFORNIA GAS COMPANY
ATTN: ALAN KESELOFF
16231 VALLEY BLVD.
FONTANA, CA 92335
(909) 335-7781
EMERGENCIES: (800) 427-2200
SO. CALIFORNIA EDISON COMPANY
ATTN: JAIME AMESZCUA
(909) 357-6581
7951 REDWOOD AVENUE
FONTANA, CA 92335
(909) 820-5598 - UNDERGROUND
(909) 820-5137 - TRANSMISSIONS
(213) 637-1233 - PIPELINES
(909) 357-6589 - DISTRIBUTION
(800) 422-4133
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BILL VANDRKIEFT, JR.
(619) 868-6040
UNDERGRQUND SERVICE ALERT
(800) 227-2600
PACIFIC BELL CO.,
ATTN: VIRGINIA BECKER
3939 E. CORONADO STREET
ANAHEIM, CA 92807
(714) 666-5467
COMCAST (CABLE TV)
ATTN: JACK HAYES
1205 DUPONT AVENUE
ONTARIO, CA 91761
(909) 390-4777 X 3055
GENERAL TELEPHONE COMPANY
ATTN: STEVE HOCK
1400 E. PHILLIPS BLVD.
ONTARIO, CA 91766
(800) 422-4133
FONTANA WATER COMPANY
ATTN: AL KROHN
8440 NUEVO AVENUE
FONTANA, CA 92335
(909) 822-2201 X 323
FAX: (909) 823-5046 .
PRIVATE ENGINEER'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.
CONSTRUCTION NOTES:
(i) CONSTRUCT 4' A.G. PAVEMENT (MIN.) OVER 12' OF 957. COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 + 32)
(12) CONSTRUCT G" P.G.G. CURB d- GUTTER PER CITY STD. DWG. NO. 101
O3 CONSTRUCT P.G.G. CROSS GUTTER PER CITY STD. DWG. NO. 104 (MODIFIED 8' WIDE)
O4 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A
O5 CONSTRUCT 4' P.G.G. SIDEWALK PER CITY STD. DWG. NO. 105A. 'W' PER PLAN
CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121. WIDTH PER PLAN
(i) ADJUST MANHOLE FRAME d- COVER TO GRADE PER CITY STD. DWG. NO. 109
O8 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130
INSTALL 5800 LUMEN STREET LIGHTS. HIGH PRESSURE SODIUM BY OTHERS.
10 CONSTRUCT DRIVEWAY APPROACH 0,/=(6,1 EXCEPT WHERE NOTED) PER. CIT''
STD. DWG. O. 103,
11 CONSTRUCT TRAFFIC BARRIGADE PER CITY STD: DWG. NO. 118.
(17!) INSTALL 2" X 4' REDWOOD HEADER.
QUANTITIES:
SUMMIT
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FUTURE COMMERCIAL
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FUTURE ROUTE 30 FREEWAY
LOCATION MAP
SCALE: 1" = 600'
TRACT 15683-1 TRACT 15683-2 TRACT 15683-3 TRACT 15683-4 TRACT 15683-5 TRACT 15683-6 TRACT 15683-7 TRACT 15683
24,269 16,888 23,699 23,657 18,701 20,257 23,577 15243
1,273
755
2
4,488
2
3
3
4
2,709
1,190
738
2
3,833
2
2
2
2,898
1,087
1,418
4
4,010
4
3
4
2,331
1,202
1,507
4
4,726
1
2
3
2
2,261
SES SHEET 9 of 9 FOR STORM arA/Xv NOTES �/ c1U,4AU77 77E5
R/W
51
P U. E.
R/W
54'
L
27'
27'
20' 20'
7'
6'
6" G.F.
CTYP.)
LEVEL LINE
0.01'
6'
TYPICAL SECTION
54' R/W
N.T.S.
2Z
111-111_
R/W
5'
P.U.E.
2,05.9
733
2
9,267
2
3
2
2,261
50'
1,100
3,181
2
1,309
1,427
4
5,177
2
3
4
2,394
R/W
GL
25'
25'
7'
18'
18'
7'
A ENUE
TOTAL
166,291 S.F.
707 9,927 L.F.
6,578 S.F.
16 EA.
1713 36,395 S.F.
3 EA.
3 20 EA.
17 EA.
2 20 EA.
2177 17,031 S.F.
6'
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6" G.F.
CTYP.)
LEVEL LINE
27.
0.03'
111E111E
TYPICAL SECTION,.
50' R/W
N.T.S.
6'
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RECDRAWING
THESE RED DRAWINGS HAVE BEEN PREPARED, IN
.PART, ON114ESASI$O.F;INFORMATION COMPII.ED AND
FUR NISHED-lBY 4 . THEENGINEER WILL NOT BE
"RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVEBEEN1NCORPORATEP gid THE DocUMENTE AS
A,T.
INDICATES SHEET NUMBERS
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FUTURE
INTERCHANGE
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HIGHLAND
SUMMIT
AVENUF
BASELINE AVENUE
DUNCAN
CYN. RD.
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VICINITY MAP
NOT TO SCALE
PLANS PREPARED FOR
KAUFMAN & BROAD
ATTN: MR. MIKE PEARSON
801 CORPORATE CENTER DRIVE
SUITE 201
POMONA, CA 91768-2641
PHONE: (909) 802-1100
FAX (909) 802-1111
BENCH MARK: RIFi
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CEDROS
AVE., IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVE.
ELEVATION: 467.59
BASIS OF BEARINGS:
THE BEARING'OF N89°30'06" ALONG
THE NORTH LINE OF SECTION 30
TOWNSHIP 1 NORTH RANGE 5 WEST,
BERNARDINO MERIDIAN AS SHOWN
ON RECORD OF SURVEY FILED IN BOOK
RECORDSUSEDAASTEFEINGSY WAS
THE BAR
FOR THIS MAP
CITY OF FONTANA, CALIFORNIA
RECORD DRAWINC
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REVISIONS
EN G'R 'S
APPROVAL
DATE
CITY
APPROVAL
DATE
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
OF THE INLAND EMPIRE
10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
,J41f. MADOLE R.C.E.14814 DATE
W
CC
,OFESSION4
Z1.3 -ON Fyc
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No. 14814 \
-19
Exp: 3-31-01
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OF C ALZF
DRAWN BY:
MG6/E -
DESIGNED:
CHECKED:
BF
SIERRA LAKES
TRACT N0. 15683
STREET PLANS
TITLE SHEET
SCALE:
AS SHOWN
DATE:
JOB NO.
826-1163
APPROVED
.ecleeee4 9y
CITY ENGINEER R.C.E. 25126
DWG. NO.
2672
CD
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SHEET NO. 00
10F9
3EP* STREET TITLE SHEET -TR. NO. 15683 - 21[0,231]PF: 15683 605' 14 -Dec -98 11:57 AM / 826-1154-1
DWG. DATE: