HomeMy WebLinkAbout2827-2CITY OF FONTANA
GENERAL NOTES FOR STREET IMPROVEMENT PLANS
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 UNDERGROUND 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 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.
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 BE 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
BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS,
MONUMENT TIES AND BENCHMARKS, 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.
Underground Service Alert BENCH MARK:
NO. B-2, SAN BERNARDINO COUNTY FIELD SURVEY RECORD, BOOK 4015/985
Call: TOLL FREE CHISELED "0" 50' EAST & 42' SOUTH OF INTERSECTION
VALLEY BOULEVARD AND CATAWBA.
1-800 ELEVATION : 1095.684
227-2600 NO. FON-18C, SAN BERNARDINO COUNTY FIELD SURVEY RECORD, BOOK 4015/985
SURVEY TAG TOP OF CONCRETE HEADWALL, 45' SOUTH & 23'
EAST OF INTERSECTION VALLEY BOULEVARD AND POPLAR AVENUE.
TWO WORKING DAYS BEFORE YOU DIG ELEVATION : 1088.729
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.
35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
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.
NOTICE TO CONTRACTORS:
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENTS 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 AND THE CITY OF FONTANA 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.
PRIVATE ENGINEER'S NOTE:
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING THE
ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF
DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS
FOR APPROVAL BY THE CITY.
LEGAL DESCRIPTION:
THE WEST 1/2 OF THE WEST 1/2 OF LOT 826, RESUBDIVISION OF TOWNSITE OF
SANSEVAINE, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF
CALIFORNIA, AS PER MAP RECORDED IN BOOK 18 OF MAPS, PAGE 78, RECORDS OF
SAID COUNTY.
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VALLEY
BOULEVARD BEING N 89'43'59.5" E. AS SHOWN ON THE RECORD OF SURVEY
RECORDED IN BOOK 58 OF MAPS, PAGE 58 OF RECORDS OF SAN BERNARDINO
COUNTY, STATE OF CALIFORNIA.
LEGEND:
_
ASPHALT PAVING
FD
FOUND
AC
ASPHALT PAVING
O
MANHOLE
Bj(t�
BACK OF WALK
MH
MANHOLE
�.
BENCH MARK
MIN.
MINIMUM
BCR
BEGIN CURB RETURN
NG
NATURAL GROUND
BLDG. COR
BUILDING CORNER
POB
POINT OF BEGINNING
CB
CATCH BASIN
. . . . . . . . . . . 120
LF.
C/L
CENTERLINE
)8(
POWER POLE
�a v _.aQi
CONCRETE
-40 .w .
RCB
PROPERTY LINE
REINFORCED CONCRETE BOX CULVERT
CG
CURB & GUTTER
RW
RIGHT OF WAY
CY
CUBIC YARDS
®
SANITARY SEWER MANHOLE
DWY
DRIVEWAY
SSMH
SANITARY SEWER MANHOLE
EA.
EACH ITEM
LF.
12
EP
EDGE OF PAVEMENT
ELEv
SPOT ELEVATION
EL
ELEVATION
S.F.
ECR
END CURB RETURN
STREET LIGHT
EX
EXISTING
STLT
STREET LIGHT
--
FENCE
TD
TOP OF DIKE
FF
FINISHED FLOOR
TC
TOP OF CURB
FG
FINISHED GRADE
TRAN
TRANSFORMER
FS
FINISH SURFACE
TRANS
TRANSITION
-b- FH
( )
FIRE HYDRANT
WM
WATER METER
FL
FLOW LINE
LF.
WATER VALVE
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 TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
CONSTRUCTION NOTES:
O1 3' WIDE A.C. SWALE PER DETAIL ON SHEET 2. . . . . . . 28 LF.
2
CONSTRUCT 5.5" A.C. OVER 12" COMPACTED NATIVE SOIL. . . . . . . . . . . . . . . . . . . . .
. . . . . . . . 23,500
SF.
CD
0
z
CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. DWG. 1003 . . . . . . . . . . . . . . . .
. . . . . . . . . . 900
LF.
4
CONSTRUCT 6' SIDEWALK OVER 12" COMPACTED NATIVE, PER CITY OF FONTANA STD. DWG. NO. 105A. .
. . . . . . . . .5,300
S.F.
(8' SIDEWALK WITHIN BUS BAY AS SHOWN IN PLANS)
CQ
o
0
CONSTRUCT P.C.C. DRIVEWAY PER CITY OF FONTANA STD. DWG. NO. 102-C. . . . . . . . . . . . . . .
. . . . . . . . . . . .2
EA.
G)
CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. DWG. NO. 1006. . . . . . . . . . . . . . . .
. . . . . . . . . . . .1
EA.
O
CONSTRUCT 4.5'X0.75' RCB, JOIN TO EXISTING RCB @ EDGE OF PCC PAVEMENT USING . . . . . . . . .
. . . . . . . . . . . 120
LF.
TRANSITION STRUCTURE PER APWA 341-1, LENGTH OF TRANSITION STRUCTURE=7'
Ln
FIELD LOCATE EDGE OF PCC PAVEMENT.
0
O
CONSTRUCT CURB DISCHARGE STRUCTURE PER COUNTY OF SAN BERNADINO STD. DWG. NO. 210A.. . .
. . . . . . . . . . . . 1
EA.
9
ADJUST MANHOLES, VALVE BOXES, AND METER VAULTS TO GRADE .
. . . . . AS RQD.
10
UNDERGROUND EXISTING OVERHEAD POWERLINE BY SCE PER SCE PLANS & SPECS . . . . . . . . . . .
. . . . . . . . . . .600
LF.
G
REMOVE EXISTING CURB AND GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . .290
LF.
12
REMOVE EXISTING CHAIN LINK FENCE, PROTECT IN PLACE EAST PL FENCE . . . . . . . . . . . . . . . .
. . . . . . . . . . .900
LF.
13
REMOVE EXISTING PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . 34,500
S.F.
Ole 2 2,po� .
14
INSTALL 16,000YLUMEN HIGH PRESSURE SODIUM VAPOR COBRA HEAD. . . . . . . . . . . . . . . . . .
. . . . . . . . . . . .6
EA.
CUT-OFF LUMINAIRE, MOUNTED ON A MARBELITE POLE, STANDARD
MOUNTING HEIGHT 30 FEET WITH A 8 FEET MAST ARM (#20 - 200 WATVI) Y �t+�
T. 4'
TO BE INSTALLED BY CE PER SCE PLANS & SPECIFICATIONS. SE E -VLMI V «4 fm Wmum
Qeoolv,�C-rry e^ryS
LsA c-iS 3 J'4j
15
CONSTRUCT 6 1/2- AC PAVEMENT OVER 12" COMPACTED NATIVE SOIL . . . . . . . . . . . . . . . . .
. . . . . . . . 11,000
S.F.
16
CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. DWG. 136 . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . 85
LF.
17
REMOVE EXIST. CONCRETE BARRICADE .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . .700
LF.
18
REMOVE EXIST. LIGHT POLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . 1
EA.
19
CONSTRUCT CURB DISCHARGE STRUCTURE PER CITY OF FONTANA .STD. DWG. NO, 12.4 . . . . . . . . . .
. . . . . . . . . . . 1
EA.
MODIFY 30' ANGLE TO CF TO 45'.
2Q
REMOVE EXISTING STOP SIGN, GUIDE MARKER, & CONCRETE BARRIER. . . . . . . . . . . . . . . . . .
. . . . . . . . . . . 1
EA.
21
INSTALL STOP SIGN PER CITY OF FONTANA STD. DWG. 139. . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . 1
EA.
22
TRENCH REPAIR OVER RCB REMOVAL / JOIN AREA PER CITY OF FONTANA STD. DWG. NO. 131 .. . . . .
. . . . . . . . . . . AS RQD.
23
FILL & FEATHER IN AC BETWEEN DIKE & CF TO PROVIDE CONTINUOUS SIDEWALK ACCESS. . . . . . . .
. . . . . . . . . .AS RQD.
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No. 50770
Expires
* September 30, 2001
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OF C
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SECTION A -A - BUS BAY SEE SHEET 4
SCALE: NTS
3'
Co A A /n"
COMPACTED NATIVE
AC SWALE
SCALE: NTS
,W
RON MARTIN AND ASSOC., INC. N0. DATE
942 CALLE NEGOCIO, STE. 100
SAN CLEMENTE, CA 92673
(949) 369-8080 FAX (949) 369-8083
E-MAIL: RMAFILES@ATTGLOBAL.NET
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SW14 e -%A.. U41., 8/4/ao
DOUGLAS CHEN RCE C050770
12'
A.C. PAVEM
I r- SAWCUT LINE
(1.07-4.27)
46'
30' i
34' Tf
18'
EXIST. FENCE LINE
EXIST. GROUND
2 13 A.C. PAVEMENT
LEVEL LINE
1.0%3.6%
5 1/2" AC OVER 12"
COMPACTED NATIVE
E R/W
16' DEDICATION
12'
4' , 5.50' 6'
0.5'
SLOPE Ile PER FT 12.1 MAX
POPLAR AVENUE
HORIZ.:1 "=10'
SCALE:
VERT.:1 "=4'
T.I. =7.0
4" P.C.C. SIDEWALK
8" CURB & GUTTER
inD, S R/W
SAWCUT LINE
��FUTURE MEDIAN �,,,--LEVEL LINE
0.5'
A.C. PAVEMENT
EXIST. GROUND
"PER FTI � x
15' ==(2.3% -2.87o)==(2.3% -2.87o)2
_ ��j� -Step � _ _
(5 .3q �I I I -III -i
rU.6q)
EX. 12" PCC PAVEMENT
FIELD VERIFY DEPTH & LOCATION 15 6 1/2" AC OVER 12"
COMPACTED NATIVE SOIL
11 EXISTING CURB AND
GUTTER TO BE REMOVED
REVISION
VALLEY BOULEVARD
HORIZ.:1 "=10'
SCALE:
VERT.:1 "=4'
T.I. =9.0
4" P.C.C. SIDEWALK
8" CURB GUTTER
CK. BY CITY OF FONTANA, CALIFORNIA U_
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J.K.
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DRAWING NO. 2
D.C.
DATE: �GQC�
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CK. BY CITY OF FONTANA, CALIFORNIA U_
STREET IMPROVEMENT PLANS
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GENERAL NOTES, LEGEND
SCALE:
AS SHOWN
`-'
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AND
CUP #98-24 TYPICAL DETAILS
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DESIGNED BY:
D.C.
DATE:
5/4/2000
CHECKED BY:
APPROVED Y
sem"«O
DRAWING NO. 2
D.C.
DATE: �GQC�
2827 5
P CITY ENGINEER R.C.E. P,(;C 17d EXP: ,3,.3i- Qy'