HomeMy WebLinkAbout5189-1GENERAL 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 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 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
DMSION 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 DMSION 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 DMSION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
THE POTENTIAL FOR GROUND MOVEMENT EXISTS.
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 T0, 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 HALL
CONTRACTOR S NOT DISTURB EXISTING SURVEY MONUMENTS,
MONUMENT TIES OR BENCHMARKS AUT PRIOR NOTIFICATION TO
THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE
BY A REGISTERED CML 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.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.
FAILURE TO OBTAIN THE REQUIRED DIMITY 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-ERODABLE
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 THE CITY OF FONTANA
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
SHAU. 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.
Cllr OF FONTANA, UTILITY NOTIFICATION LIST
CITYOF FONTANA
835; SIERRA AVE
FONANA, CA 92335
(909 350-6632
S0. :ALIF. GAS COMPANY
198 W. LUGONIA AVE
REDANDS, CA 92374
(909 335-7967
EMEIGENCIES: (800) 427-2200
SO. ;ALIF. EDISON COMPANY
300 N. PEPPER AVE
RIAL0, CA 92376
909 820-5598 - UNDERGROUND
909 875-5100 - TRANSMISSION
213 637-1233 - PIPELINES
909 357-6505 - DISTRIBUTION
UNDERGROUND SERVICE ALERT
(800 422-4133
FON4NA WATER COMPANY
1596 ARROW BOULEVARD
FONANA, CA 92335
(909 822-2201
SOLS ENGINEER
SOIL; SOUTHWEST, INC.
897 VIA LATA, SUITE N
COLON, CA 92324
TEL '909) 370-0474
AT&T
22311 BROOKHURST ST SUITE 203
HUNTINGTON BEACH, CA 92646
(714) 963-7964
SPRINT
2592 DUPONT DR
IRVINE, CA 92612
(800) 659-9698
TIME WARNER CABLE
1500 AUTO CENTER DR
ONTARIO, CA 91761
(909) 975-3439
SUNESYS, LLC
1325 PICO ST 1 106
CORONA, CA 92881
(951) 278-0400
DEVELOPER
STRATI -IAM HOMES, INC.
2201 DUPONT DRIVE, SUITE 300
IRVINE, CA 92612
TEL (949) 833-1554
PRIVATE ENGINEERS NOTICE TO CONTRACTOR:
THE XISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THEA LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO 1iAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF TIE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
UNE: NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION ION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONS RUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF ONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT 3E LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
AGRES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WOR? ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF TIE DESIGN PROFESSIONAL
UNAUTHORIZED CHANGES AND USES;
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLAN MUST BE IN WRING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
,
CITY OF FONTANA
STREET IMPROVEMENT PLANS
FOR
TRACT NO. 18915
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LEGEND:
INDICATES
INDICATES
INDICATES
- INDICATES
INDICATES
- - - - INDICATES
-(03}-- INDICATES
LUA
L0.C,
LO.S,
P.U.E
!,I
PROPOSED A.C. PAVEMENT
SAWCUT AND REMOVE
AC. GRIND AND OVERLAY
CENTERLINE
RIGHT-OF-WAY UNE
EXISTING IMPROVEMENTS
EXISTING CONTOUR LINE
STREET LIGHTS
DIRECTION OF FLOW
UMITED USE AREA
LENGTH ON CURVE
UNE OF SIGHT
PUBLIC UTILITY EASEMENT
CONSTRUCTION STAKING NOTICE
INDEX MAP
SCALE: 1"=80'
ti
,& s
{
S'itt„J*^i^J •:. ..•++10+6 --
,,,...-„,--------,,,,,$„---.4.,,,,„/„..-„,.....-.:L: w� Y•Y6
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NOTA
CONTRACTOR TO INSTALL LEEVES TO PROPOSED MEDIAN PRIOR TO PAVING
SUMMIT AVENUE FOR LANBCAPE PURPOSES.
THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
ALLARD ENGINEERING COMPANY WILL BE PERFORMING THE CONSTRUCTION STAKING FOR
THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM
SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION
STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INCORPORATD
WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH
MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF
ALLARD ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK.
SHEET INDEX
SHEET 1
SHEET 2
SHEET .3
SHEET 4
TITLE SHEET
MILAN PLACE
SUMMIT AVENUE
WQMP BASIN
CONSTRUCTION NOTES
CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 90% COMPACTED NATIVE SOIL
(SEE GENERAL. NOTE 31 & 32)
VICINITY MAP
NTS
QUANTITY
400 TONS
CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 837 LF
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5'
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN N0. 1002,
W=16' UNLESS NOTED OTHERWISE
INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMINAIRE PER CITY STD. PLAN NO. 404
SEE STREET DIGHT PLAN
INSTALL STOP : SIGN PER CITY STD. PLAN N0. 4003
3,348 SF
16 EA
3 EA
1 EA
INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003
ADJUST MANHOLE FRAME do COVER TO GRADE PER CITY STD. PLAN 2000
1EA
3 EA
INSTALL STOP I BAR AND LEGEND STRIPING PER CA MUTCD
FIGURE 3B-10:3 (CA)
CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLM NO. 1000 402 LF
CONSTRUCT 4"' PCC SIDEWALK PER CITY STD. PLAN N0. 1006, W=6' 2,399 SF
CONSTRUCT 6.5" AC PAVEMENT (MIN.) OYER 12" MIN. OF 95X 463 TONS
COMPACTED NATIVE SUBGRADE, NOTE 32
INSTALL 16,000 LUMEN HPSV LUMINAIRE PER CITY STD. PLAN 404 1 EA
do CONTRACTOR TO MATCH EXISTING STREET LIGHT DECOR STYLE
CONSTRUCT 8"' CURB ONLY PER CITY STD. PLAN NO. 1000 853 LF
WQMP CATCH BASIN RETROFIT PER DETAIL ON SHEET 4 1 EA
9,358 SF
2,663 SF
1 EA
SAWCUT AND R?EMOYE EXISTING AC. PAVEMENT PER DETAIL ON SHEET 3
GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY
(MIN. 0.1' THICKNESS)
16 LF
CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 1 EA
SEE DETAILS THIS SHEET
12" PVC SDR .35
R/WI
60' 1
30'
30'
RAY '
LOCAL STREET- 60' RTW
1M AAN ILAC
11=6.0
NTS
96'
46'
50'
36' 1 34'
8.43'
L 5.5.7'
16'
6.
ZO
0
1•
LCCAL STREET- 96' RN
SUMMIT AVENUE
TI = 9.0
NTS
EXISTING CURB & GUTTER
de FRVEMENT PER CITY DWG. 12682
DIAL
BEFORE
YOU DIG
TOLL FREE
A PUBLIC SERVICE BY
IERIr
j//)TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
UNDERGROUND SERVICE ALERT
REV
REVISION DESCRIRION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
=GENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
PREPARED FOR:
STRATHAM HOMES, INC
2201 DUPONT DRIVE, SUITE 300
IRVINE, CA 92612
TEL (949) 833-1554
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH UNE
OF THE SOUTHEAST QUARTER OF SECTION 10, T1 N., R5W., S.B.M. AS
SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E
BENCHMARK
CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E.
TOWER LEG. .343' N/O H'GHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST
ALONG HIGHLAND AVE. FROM SIERRA AVE.
BVATION =
Prepared By:
ALLARU ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
Re
nold R. Allard, A.C.E. 79086
(expires 3/31/2016)
211105
Date
CIN OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
CV
DESIGNED BY:
DBW
CHECKED BY:
JAB
APPRO-ED :Y: j
TITLE SHEET
TRACT, -8915
i LOTS1•18
CITY ENGINEER
TE: 2•
R.C.E. 51152
SCALE:
AS NOTED
DATE:
February, 2015
5189
1
4
Filename: I:\Stratham Hames -129\3.5 AC\DWG's\FINAL DESIGN\street\TR 18915 ST 01.dwg