HomeMy WebLinkAbout3491-1GENERAL 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.
J. ALL M47ERl4LS 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 TD MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES
Z 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 DMSION 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
APPROPR14TE 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 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 DISCON77NUED 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
CONSTRUC77ON 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 REWORKING 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
S7REET 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 /N GRADE, COLOR AND FINISH TO MATCH
EXIS77NG 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 SEC77ONS 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, CON7R4CT0R SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA77SFACTION OF
774E 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 774E ENGINEER AF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
CITY OF FONTANA
STREET IMPROVEMENT PLANS_
TRACT MO 164274 & 16427-2
FONTANA HIGH SCHOOL No.4
7 8 9 -10 30 IIJ _32 �33 34 - 35 36 37 38 39 40 41 42 -43
129
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I 1 Ij I f6 55 54 53 52 51 50 49 48 147 I I 145
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Q 27 I` i 146- i 4 22
4 1 _4 13 II 26 1I 1 ---1- -- -�-
Q (c 1 I 68 65 64 63 62 -
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-- I -MA RN/E---PU CE
21 �, 15 11 1 24 a � - 1 123 �2t -
I 58 1 0�
F tiF� 16 I tiF 48 51 52 53 54 55 1 1 li > (20
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W 1123`x'' -I - - - - - - - 56 57 - �-1
,u
1 k -PE K WA YJ 1 171 I1 22 J-- X25 I X19
1 V 4 i 5L9 50 49 48 47 46 45 44 4
1 I
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73� 211 m TR C O._16427-
MORGAN -
64 7- 1
11 201 i MORGAN-HILL--,CWR - -� 127 ' I I >7
72 1 �� I 1
11.4 1
\\ PARK
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ti I F 2 I /; \ 116
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1 � ,\15 14
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67, %" 162 1 2 3 4 5 6 7 8 10 12
1 LOT 'B",\ I 1 11
I I I I I I I I I I
INDEX MA P
SCALE. • 1 "=140'
VICINITY MAP
NOT TO SCALE
NIL R/W
UM
S'LY R/W
82'
1
41' CL 41'
14' - 19' 14' - 16' 16' - 26' 14' - 19'
0'-7' O'-7'
4'-6' 6'-13' 1 '-6' 4'-6'
VARIES 12' 14'
LEVEL LINE LEVEL LINE
21 -- ---- 1 -- --- �-
�AX. 2% - 2%
2% 270
CONC. CONC.
SIDEWALK 4.5" MINIMUM
SIDEWALK
AC PAVEMENT CONC CURB
CONC CURB SUNDAY PEAK WAY & MOUNT PINES WAY & GUTTER
&GUTTER TYPICAL SECTION
(PRIVATE STREET)
T L=5.5
NTS
P. U. E. / P/L P/L P.U.E. /
SIDEWALK 51, SIDEWALK
EASEMENTF EASEMENT
5.5' 20' CL 20' S.5' --I
0.01' f�
4 L.Q.50' LEVEL LINE • 011 4 C -50'
CONC.J I� - i t�' H I I \_ CONC.
SIDEWALK SIDEWALK
4 MIN/MUM
CONC CURB AC PAVEMENT CONC. CURB
& GUTTER & GUTTER
BREWER LN, LILY ROCK DR. NORTH PEAK LN & BALD EAGLE DR
TYPICAL SECTION
(PRIVATE STREET)
T.1.=5.5
NTS
2.1
P. U. E. / P/L P/L
SIDEWALK 47' P.U.E. /
SIDEWALK
EASEMENT
5.5' 18' CL 18' 5.5' EASEMENT
50
4' X0.50' o oEVEL I LINE ( 4, 1 05
0'
2q 290 I�
--2%--- ---2-
l
CONC' CONC. 2\
SIDEWALK 4 " MINIMUM SIDEWALK �`� ,
AC PAVEMENT ` o 3 37 Zu
CONC. CURB CONC CURB �;
& GUTTER I
& GUTTERr
MOUNT LEWIS LN, JEPSON CT, CONE PEAK PL,F
MARNIE PL & MORGAN HILL CT
TYPICAL SECTION " i
�7 I
(PRIVATE STREET) RECORD DRAAAMN
CF aEAR/NGS T. L =5.5
4SS OF BEARINGS FOR THIS YAP NTS A THESE PECORD, DRA011f"GS HXJE PEEN PnEPARIED, IN r
PART, ON THE BAS!S OF INFORMATION COMPILEn AND
CONS TRUC TION NOTES
QUANTITIES CONS TRUC TION NOTES
QUANTITIES
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER
12" NATIVE MATERIAL COMPAC7FD-210,735 S.F. 8Y CONSTRUCT CURB OPEN/NG CATCH BASIN PER A.P.W.A. STD. PLAN
13 EA.
.ET IMPROVEMENT
TO 9570 RELATIVE DENSITY (SEE GENERAL NOTES 31 & 32). 300-2, "W" PER PLAN.
TRACT NO.
2_-
CONSTRUCT 6" CF P.C.C. CURB & GUTTER
PER CITY STD. PLAN N0. 1003. - 10,180 L.F. �g - ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
27 MH/GV 10
3�-
STD. NOS. 109 & 130.
CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN N0. 104 3,200 SF
E ET
AUGUST 2003
l2 - 2 t •03
ARA NW Na:
(MODIFIED W-8' _ .
@I -INSTALL STREET NAME SIGN PER CITY STD. NO. 139
9 EA.
G>_CONSTRUCT
RAMPED CURB RETURN PER CITY
STD. PLAN NO. 1006. 14 EA. 11 INSTALL STREET LIGHT, KING LUMINA/RE / Kl 18R -EAR -11-70 (NOG)-
44 EA.
NPS -120 -K14 -PR -HSS -TSS -SCE (HEIGHT= 14.5)
5&
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY
STD PLAN NO. 1015. 28,488 S.F
CONSTRUCT DRIVEWAY APPROACH PER CITY
12 CONSTRUCT ENHANCED PAVEMENT PER DETAIL ON SHEET 9.
STD. PLAN 740.102 18, 350 S F..
1430 S F.
(W=16' UNLESS OTHERWISE NOTED).
13 CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12' NATIVE MATERIAL
5660 S.F.
CONSTRUCT LOCAL DEPRESSION PER A. P. W.A.
COMPACTED TO 957. RELATIVE DENSITY.
STD. PLAN 313-1, CASE A OR- 13 EA-
CASE B, AS SHOWN ON 7HE PLAN.
14 CONSTRUCT 8" CF P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1003.
160 L.F.
15 SAW -CUT AND REMOVE EXIST. A.C. BERM; REMOVE EXIST. BARRICADE.
248 L.F.
CITY OF FONTANA UTILITY NOTIFICATION LIST
LEGEND
P.C.C. PORTLAND CEMENT CONCRETE
CITY OF FONTANA
PACIFIC BELL CO.
PRIVATE ENG/NEERT NOT/CE TO CONTRACTORS
(R) RIDGE LINE
ATTY. CARLOS NAVARRO
ATTIC• VIRGINIA BECKER
A. C. ASPHALTIC CONCRETE
R/W RIGHT OF WAY
8353 SIERRA AVENUE
3939 E. CORONADO STREET
B.C. BEGIN CURVE
TAN. TANGENT
FONTANA, CA 92335
ANAHEIM, CA 92807
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LMES OR STRUCTURES B.V.C. BEG. VERTICAL CURVE
BW
T.C. TOP OF CURB
(909) 350-6632
(714) 666-5467
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; BACK SIDEWALK
C.B.
W WIDTH
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U77LMES EXCEPT CATCH BASIN
C.L.
V VERTICAL DEPTH
SO. CALIFORNIA GAS COMPANY)
COMCAST (CABLE TV)
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE CENTERLINE
E C. END CURVE
(590.77) INDICATES EXIS77NG ELEVATION
ATTN. • GREG GASPAR
ATTN: JACK HAYES
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
EP.
16231 VALLEY BLVD.
1205 DUPONT AVENUE
DRAW/NGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- EDGE PAVEMENT
EG.
590.77 INDICATES PROPOSED ELEVATION
FONTANA, CA. 92335
ONTARIO, CA. 91761
SIBILITY FOR THE U77LITY PIPES, CONDUITS OR S7RUCTURES SHOWN OR NOT EDGE GRADE
(909) 428-8411
(909) 390-4738
SHOWN ON THESE DRAWINGS. E.V.C. END VERTICAL CURVE
L 7__INDICATES SLOPE 2:1
EMERGENCIES: (800) 427-2200
F.L. FLOW LINE
F.S
'` AC PAVEMENT
GENERAL TELEPHONE COMPANY
THE CONTRACTOR AGREES 7HAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- FINISH SURFACE
S0. CALIFORNIA EDISON COMPANY
ATTN: STEVE HOCK
BIL/TY FOR T74E JOB SITE COND177ONS DURING THE COURSE OF CONSTRUCTION G.B. GRADE BREAK
® REMOVAL
7951 REDWOOD AVE
1400 E. PH/LL/PS BLVD.
OF THIS PROJECT, • INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, • THAT H.P. HIGH POINT
® GR/ND
FONTANA, CA. 92335
ONTARIO, CA. 91766
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, /w. INVERT
(909) 820-5598 - UNDERGROUND
(800) 422-4133
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER O.C. ON CENTER
EDGE OF PAVEMENT
(909) 875-5100 - TRANSMISSIONS
AND THE ENGINEER HARMLESS FROM ANY AND ALL LMBIL17Y, REAL OR ALLEGED,
(213) 637-1233 - PIPELINES
FONTANA WATER COMPANY
IN CONNECTION W17H THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
- DISTRIBUT70N
MICHAELRAW
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
BENQ�I YAJ�►C f 8-17
(800) 422-4133
g AVENUE
EFORNGINEER.
GIL7RANS MARK 17. A
BRASS
FONTANA, CA 92335
CAP W THE CONCRETE &L'
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
7NE,SOUTH LEG OF AN SCE TOO
6101 CHERRY AVE.
FAX: (909) 823-5046
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
.343 NORTH OF HAagLAND 0.2 Ml
OF SAN SEVAINE RD., 2.6,�i Vl *F
FONTANA, CA. 92336
OF S✓ERRA AWE
(909)-463-9580 BASIL J. FABRIZIO
nCUA 71f" 1 tL9AAro
CONC.J I� - i t�' H I I \_ CONC.
SIDEWALK SIDEWALK
4 MIN/MUM
CONC CURB AC PAVEMENT CONC. CURB
& GUTTER & GUTTER
BREWER LN, LILY ROCK DR. NORTH PEAK LN & BALD EAGLE DR
TYPICAL SECTION
(PRIVATE STREET)
T.1.=5.5
NTS
2.1
P. U. E. / P/L P/L
SIDEWALK 47' P.U.E. /
SIDEWALK
EASEMENT
5.5' 18' CL 18' 5.5' EASEMENT
50
4' X0.50' o oEVEL I LINE ( 4, 1 05
0'
2q 290 I�
--2%--- ---2-
l
CONC' CONC. 2\
SIDEWALK 4 " MINIMUM SIDEWALK �`� ,
AC PAVEMENT ` o 3 37 Zu
CONC. CURB CONC CURB �;
& GUTTER I
& GUTTERr
MOUNT LEWIS LN, JEPSON CT, CONE PEAK PL,F
MARNIE PL & MORGAN HILL CT
TYPICAL SECTION " i
�7 I
(PRIVATE STREET) RECORD DRAAAMN
CF aEAR/NGS T. L =5.5
4SS OF BEARINGS FOR THIS YAP NTS A THESE PECORD, DRA011f"GS HXJE PEEN PnEPARIED, IN r
PART, ON THE BAS!S OF INFORMATION COMPILEn AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 1
RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
'FCaNTAAIA, CA
.ET IMPROVEMENT
PLANS
TRACT NO.
'
,,// ,/
F27 6427-2
AS SHOWN
DATE
E ET
AUGUST 2003
l2 - 2 t •03
ARA NW Na:
i
? R.C.51152 DATE
3491E
9 '
Z
J:\126-1751\TR16427-1\Streets\ST01.dwa. 12/17/2003 01:36:43 PM. DM