HomeMy WebLinkAbout3581-1GENERAL 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 COIVSTRUC770M ("GREEN BOOK').
ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST ED177ON
UNLESS OTHERWISE NOTED.
2. WHEN TECHNICAL CONFLICT IS FOUND TO EXiST IN THE CONTRACT DOCUMENTS THAT CANNOT BE
S IN THE "GREENK„, THE CONTRACTOR
RESOLVED BY REFERENCE TO PRECEDENCE PROVISION BOOK",
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM 7HE CITY OF FONTANA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRiOR
TO THE START OF ANY WORK INSPEC77ON 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 EXCA VA TIONS GREATER THAN FIVE (5) FEET iN DEP TH 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 P07EN71AL EXISTS
FOR GROUND MOVEMENT
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RiGHT-OF-WAY WITHOUT
OBTAINING A SEPARA TE PERMi T FOR THA T PURPOSE,
10. THE LOCATIONS OF UTIL177ES 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 UTIL177ES, AND TO EXERCISE
PROPER PRECAUTION TO AVOID DAMAGE THERETO, THE CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT A7 1-800-227-2600 TWO WORK/NG DAYS BEFORE EXCA VA TION.
11, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING,
BUT NOT LIM17ED 70, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE
IRRIGATION, DOMES77C WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND
CAL7RANS ALL UTILITY COMPANIES SHALL BE GiVEN TWO WORKING DAYS N077CE PRIOR TO
WORK AROUND THEIR FAC/LI TIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WA TER COMPANY FOR VA VE OPERA TION AND WA TER REQUIREMENTS
13 CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS 70 THE CENTERLINE OF STREETS EXCEPT WHERE 07HERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY 7HE ENGINEER TO ENABLE
THE CONTRACTOR TO CONSTRUCT THE WORK 70 THE PLAN GRADES. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE PRESERVA77ON OF BENCHMARKS AND CONSTRUCTION CONTROL
STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DiSTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES
OR BENCH MARKS WI THOUT PRIOR NO77FICA T70N TO THE Cl TY 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 CONSTRUC77ON SHALL BE REPLACED. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT RES' TO MONUMENTS
CAN BE ESTABLISHED FOR LA TER 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 7HE
CONSTRUC77ON 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
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
STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE FINAL LOCA TION AND WiD TH OF DRI VEWA Y APPROACH APRONS SHALL BE APPROVED A T 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 LA 7ERAL,
28. NO CONCRETE SHALL BE PLACED UN71L THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPEC7ED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO
PAVING OF STREETS.
30. APPROVED SOiL STER/LAN7 IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF 7HE 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 SEC77OVS 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 COMPLE77ON 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.
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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 EXiS77NG UTIL177ES EXCEPT
THOSE SHOWN ON THESE PLANS THE CONTRACTOR iS REQUIRED TO TAKE DUE
PRECAUT70NARY 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 STRUC711RES SHOWN OR NOT
SHOWN ON THESE DRAWINGS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
BILiTY FOR THE JOB SITE CONDITIONS DURING T14E 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,
FUTURE W`L Y EL Y
R/W 75, R1W
22' 53'
FUTURE IMPROVEMENTS PROPOSED IMPROVEMENTS
EX. R/W 25' L
14'
14' _ 22' 17'
4' 5' 5' 22' 22' 5' 5' 7' 1
0, LEVEL LINE 0, Ate_
2% 0.12' 2%
[27.2
FU T. CONC.
SIDEWALK
- FU T. CONC. CURB
& GUTTER (8"CF)
CA TA WRA A VENUE
NOT TO SCALE
T1=6.5
FROM STA. 13+98.09 TO STA. 19+82.59
FROM STA. 23+62.28 TO STA. 25+84.72
S'L Y
RIW
104'
10' 40' CL 40,
3O' 10' 10' JO,
5' S'
2% MIN,
20.E MAX.
SIDEWALK
PROP. CONC. CURB
& GUTTER (8 "CF)
14'
4' 1 5' 1 3'
N'L Y
R/W
FUTURE WL Y
R/W
75'
E'L Y
36, 39,
FUTURE IMPROVEMENTS PROPOSED IMPROVEMENTS
EX. R/W
14' ( 25' 22' 17'
4' 5' �5' 22' 22' 5' 5' 7' I
ol
0' 1 lc /: 0 o �LLEVE /NEE 2'%
L_t:�Z%l_
FU T. CONC,--j J
SIDEWALK L _ EX CURB & GUTTER
FU CONC. CURB
& GUTTER (8 "CF)
A TA WBA A VENUE
NOT TO SCALE
TI=6.5
FROM STA. 19+82.59 TO STA, 23+62.28
-PROTTO l/ WALL
PER SEPARATE
PERMIT
PAL}
®_27- ? O'-3' MAX,
RET, WALL
PER SEPARA TE
GONG. GANG. CURB CONC. PERMI T
SIDEWALK & GUTTER & GUTTER SIDEWALK
& GUTTER
SIERRA LAKES PA KWA
NOT TO SCALE
T1=10
(STREET IMPROVEMENT PER SIERRA LAKES IMPROVEMENT PLAN DWG. NO 2965)
C17Y OF FONTANA
PACIFIC BELL CO.
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E,CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5467
50. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTN. GREG GASPAR
ATTN: JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA. 92335
ONTARIO, CA. 91761
(909) 428-8411
(909) 390-4736
C.L.
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY
ATTN: STEVE HOCK
7951 REDWOOD AVENUE
1400E PHILLIPS BLVD.
FONTANA, CA. 92335
ONTARIO, CA. 91766 (909)
(909) 820-5598 UNDERGROUND
800) 422-4133
(909) 875-5100 - TRANSMISSIONS
INDICATES SLOPE 2.1
(213) 637-1233 PIPELINES
FONTANA WATER COMPANY
(909) 357-6233 DISIRiBUT/ON
ATTN: MICHAEL J, McGRAW
(800) 422-4133
8440 NUEVO AVENUE
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
ATTN: BiLL VANDERK/EFT, JR.
FAX. (909) 823-5045
(619) 868-6040
HIGH POiNT
UNDERGROUND SERVICE ALERT
EDGE OF PAVEMENT
(800) 227-2600
INVERT
S'L Y/
R/W
CURTiS CFD iMPRO
14'
4' 5, 5,
2 ro r
SIDEWALK
PROP. CONC. CURB
& GUTTER (8 "CF)
VICINITY
NOT TO SCALE
N'L Y/
R
72' /W
WENTS ARE NOT A PART OF TRACT 165,39
CL_ 14'
22' _ 22 5' 5' 4' 1
LEVEL LINE O,
12'
[27. D 2 00 2�
8" CONC. CURB
& GUTTER
CU! TIS A VENUE
NOT TO SCALE
TI=6.5
-CONSTRUCRON NOTES
CONSTRUCT 4 112" AC PAVEMENT (MIN.) OVER 12" OF 95Z COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NOTES 31 & 32)
CONSTRUCT 8" CF P.C.C, CURB & GUTTER PER CITY SID, PLAN NO. 1003
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
4 INSTALL STREET LIGHT 22,000 LUMEN PER CIT)' SID. PLAN NO. 1016 (SCE #20)
GRIND AND OVERLA Y WITH 0.1 ' MIN. AC
REMOVE EX. AC PA VEMEN 7
0 SAWCU7 AND JOiN EXISTING PAVEMENT PER DETAIL HEREON.
INSTAL!_ R1 STOP SIGN WILIMIT & "STOP" LEGEND
PER CITY STD. PLAN NO. 139
A. C,
ASPHAL TIC CONCRETE
B. C.
BEGiN CURVE
B. VC.
BEG. VERTICAL CURVE
B. W
BACK SIDEWALK
W
WID TH
C. B.
CA TCH BASIN
V
C.L.
CENTERLINE
VER TICAL DEPTH
E. C.
END CURVE
V C
VERTICAL CURVE
EP.
EDGE PAVEMENT
art', �,�r„t.?
INDICATES SLOPE 2.1
E. G.
E, V,C.
EDGE GRADE
END VERTICAL CURVE
AC PAVEMENT
FL.
FLOW LINE
REMOVAL
F. S.
G.B.
FINISH SURFACE
GRADE BREAK
;;.���t,;�� %.
GRIND
H.P.
HIGH POiNT
/�/
EDGE OF PAVEMENT
INV
INVERT
L. E,
LANDSCAPE EASEMENT
(590.77)
INDICATES EXISTING ELEVATION
0, C.
ON CURVE
,310.00
INDICATES PROPOSED ELEVATION
P. C. C.
PORTLAND CEMENT CONCRETE
300
INDICATES EXISTING CONTOUR
(R)
R/W
RIDGE LINE
320 ---
INDICATES PROPOSED CONTOUR
RIGHT OF WA Y
TAN.
TANGENT
DAYLIGHT/ CUT -FILL LiNE
T C.
TOP OF CURB
QUANTITIES
49,780 FS
960 LF
4,800 SF
4 EA
8,005 SF
24,300 SF
450 LF
1 EA
14'
5' Min. PER PLAN
GRIND 0.10' MIN. SAWCUT AND REMOVE
EXIST PAVEMENT AND %� EX. PAVEMENT
OVERLAY 0. 10' MIN. 1 /
EXISTING PAVEMENT NEW PAVEMENT
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