HomeMy WebLinkAbout4126-1GENERAL NOTE.S.-
1 � ALL WORK SHALL BE N 4400RDANCE WITH THESE PLANs, -rHE CCTY OF F'ONTANA
STANDARD PLkNS, 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� W14EN A 'TECHNICAL CONFUCT IS FOUND TO EXIST IN 'THE CONTRACT DOCUMENTS THAT CANNOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE CONTRAcTOR
SHALL IMMEDwTELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION,
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGWEER.
4. CONSTRUCTION PERmrrs SHALL BE OBTAINED FROM THE CITY OF FONTANA
COMMUNiTY DEVELOPMENT DEPARTMENT, ENGINEERING D�V[StON PRIOR
TO THE START OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED
AT LL -AST TWO WORKING DAYS PRIOR TO 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 STATE OF' CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST
NON ED[TION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6� IT SHALL BE THE RESPONS0LITY 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 �N DEPTH FROM THE CALIFORNIA STATE DIVISION OF
INDUSTRIAL SAFElY,
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE
GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE
REQWREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA,
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXIST's
FOR GROUND MOVEMENT.
9� NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT—OF—WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAI' 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 CONTRACT UNDER—
GROUND SERVICE ALERT AT 1-800-227-2600 T)NO 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 DRAW, 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
FONTANA, CA 92335
(909) 350-6632
_T
3939 ECORONADO STREL
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ANAHEIM, CA 928,07
THE GAS COMPANY
(714) 666-5467
ATTN: GREG GASPAR
16231 VALLEY BLVD.
(909) 428-8411
COMCAST (CABLE TV)
EMERGENCIES: (800)427-2200
ATTN- JACK HAYES
SITE
1205 DUPONT AVENUE
SO. CALIFORNIA EDISON COMPANY
ONTARIO, CA. 91761
7951 REDWOOD AVE,
(909) 390-4738
(909) 820 -5598 -UNDERGROUND
(909) 875-5100 -TRANSMISSIONS
GENERAL TELEPHONE COMPANY
(213) 637 -1233 -PIPELINES
ATTN. STEVE HOCK
(909) 357 -6233 -DISTRIBUTION
1400 E. PHILLIPS BLVD.
ONTARIO, CA. 91766
(800) 422-4113
(800) 422--4133
CRAWFORD CANYON MUTUAL. WATER CO.
ATTN: BILL VANDERKEIFT, JR.
FONTANA WATER COMPANY
(619) 868--6040
ATTN: MICHAEL J. McDRAW
9 to 11 1 12 1 13 1 14 1 Is
8440 NUEVO AVENUE
SAWCUT AND JOIN TO EXISTING PAVEMENT.
FONTANA, CA 92335
UNDERGROUND SERVICE ALERT
(909) 822-2201
(800)227-2600
FAX: (909) 823-5046
LEGEND
2 EA
A.C. ASPHALT CONCRETE
R/W RIGHT OF" WAY
BX BACK SIDEWALK
T.C. TOP OF CURB
C.B. CATC H BAS I N
L. D. LOCAL DEPRESSION
C.L. CENTERLINE
s. D. STORM DRAIN
E.C. END CURVE
E. P. EDGE PAVEMENT
00
01
REMOVE EXISTING CURB, GUTTER,
E.G. EDGE GRADE
AND SIDEWALK ON ALDER AVENUE.
F. L. FLOW Ll N E
1449 SF
17 GRIND 0.10' MIN. EXISTING PAVEMEN-r
F.S. FINISH SURFACE
AND OVERLAY 0.10' MIN.
G. B. GRADE BREAK
3 EA
H.P. HIGH POINT
A.C. PAVEMENT
INV. INVERT
L. F. LA N EAL FEET
........................
CROSS GUTTER
S.F. SQUARE FEET
PAVT. PAVEMENT
GRIND 0.10' MIN, EXISTING PAVEMENT' AND
EMST. EXISTING
WEST R/W a n I EAST R/W
k�2'1
EXISTNG PAVEMENT
W kAw
V MIN SAWCUT AND REMOVE
EXISING PAVEMENT
BASELINE <
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QUANTITIES.
000NSTRUCT
SHEET 2
1067 LF
PER CITY OF FONTANA STANDARD PLAN
PAR. 2
P.M. 124/56-57
P*, 3
Z.
SITE
1201 SF
P.M. 124Y 57
LLJ
(W=8').
C3�
CONSTRUCT 4" MIN. A.C. PAVEMENT OVER
19089 SF
MILLER
AVE
VIC.1,N].a AP
CONSTRUCT 4" P.C.C. SIDEWALK OVER 907o
NJ.&
COMPACTED NATIVE SUBGRADE PER CITY
OF' FONTANA STD. PLAN NO. 1015.
9 to 11 1 12 1 13 1 14 1 Is
(5
SAWCUT AND JOIN TO EXISTING PAVEMENT.
116 LF
SEE JOIN DETAIL HEREON.
CONSTRUCT LOCAL DEPRES&ON PER
2 EA
STORM DRAIN PLAN.
04,
CONSTRUCT CATCH BASIN PER STORM DRAIN PLAN.
CONSTRUCT 13� RCP PER STORM DRAIN PLAW
2 EA
00
01
CD
suism, bA_L_�-:��=�_w _w
ON ALDER AVENUE.
1449 SF
cl 0)
CONSTRUCT 5800 LUMEN HPSV STREET
LIGHT (70 WATT; #7) 25 FT. LUMINAIRE
3 EA
HEIGHT PER STREET LIGHT PLAN.
clD
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF
FONTANA STD. PLAN NO. 1005 "'W" PER PRECISE
........................
GRADING PLAN. (SHOWN FOR REFERENCE ONLY)
GRIND 0.10' MIN, EXISTING PAVEMENT' AND
J
7 6 4 3 2
CONSTRUCT 22000 LUMEN HPSV STREET LIGHT
2 EA
(100 WATT; #10) 30 FT. LUMINAIRE FEIGHT
PER STREET LIGHT PLAN.
T T
(14)
CONSTRUCT 8"' CONC. CURB AND GUTTER PER
im Ni iml
CITY OF FONTANA STANDARD PLAN No.1003.
cl D
A')
3 EA
LOT 494,
CONSTRUCT STANDARD CURB RETURN ACCESS
SEW TRO�T
@
CONSTRUCT PARKWAY DRAIN PER STORM DRAIN
LAND AND VATE R CO.
M8 11 /1
x x x -
KEY MAP
S C A L_ E I I o 0,
WEST R/W a n I EAST R/W
k�2'1
EXISTNG PAVEMENT
W kAw
V MIN SAWCUT AND REMOVE
EXISING PAVEMENT
CONSTRUCTION
BASELINE <
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RD <
QUANTITIES.
000NSTRUCT
RAMONA AVE
1067 LF
PER CITY OF FONTANA STANDARD PLAN
NO. 1003.
Z.
SITE
1201 SF
FONTANA STD. PLAN DETAIL NO. 104
LLJ
(W=8').
C3�
CONSTRUCT 4" MIN. A.C. PAVEMENT OVER
19089 SF
MILLER
AVE
VIC.1,N].a AP
CONSTRUCT 4" P.C.C. SIDEWALK OVER 907o
NJ.&
CONSTRUCTION
NOTES.
QUANTITIES.
000NSTRUCT
6"' CONC. CURB AND GUTTER
1067 LF
PER CITY OF FONTANA STANDARD PLAN
NO. 1003.
0 el -
2
CONSTRUCT CROSS GUTTER PER CITY OF
1201 SF
FONTANA STD. PLAN DETAIL NO. 104
(W=8').
C3�
CONSTRUCT 4" MIN. A.C. PAVEMENT OVER
19089 SF
12" COMPACTED (95%) NATIVE SOIL
(4
CONSTRUCT 4" P.C.C. SIDEWALK OVER 907o
SF
COMPACTED NATIVE SUBGRADE PER CITY
OF' FONTANA STD. PLAN NO. 1015.
(5
SAWCUT AND JOIN TO EXISTING PAVEMENT.
116 LF
SEE JOIN DETAIL HEREON.
CONSTRUCT LOCAL DEPRES&ON PER
2 EA
STORM DRAIN PLAN.
C7)
CONSTRUCT CATCH BASIN PER STORM DRAIN PLAN.
CONSTRUCT 13� RCP PER STORM DRAIN PLAW
2 EA
'78 LF
CD
REMOVE EXISTING CURB, GUTTER, AND SIDEWALK
ON ALDER AVENUE.
1449 SF
cl 0)
CONSTRUCT 5800 LUMEN HPSV STREET
LIGHT (70 WATT; #7) 25 FT. LUMINAIRE
3 EA
HEIGHT PER STREET LIGHT PLAN.
clD
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF
FONTANA STD. PLAN NO. 1005 "'W" PER PRECISE
2074- SF
GRADING PLAN. (SHOWN FOR REFERENCE ONLY)
GRIND 0.10' MIN, EXISTING PAVEMENT' AND
7,200 SF
OVERLAY 0.10" MIN. SEE JOIN DETAIL HE�EON.
CONSTRUCT 22000 LUMEN HPSV STREET LIGHT
2 EA
(100 WATT; #10) 30 FT. LUMINAIRE FEIGHT
PER STREET LIGHT PLAN.
(14)
CONSTRUCT 8"' CONC. CURB AND GUTTER PER
76 LF
CITY OF FONTANA STANDARD PLAN No.1003.
cl D
REMOVE EX. DWY,
3 EA
106
CONSTRUCT STANDARD CURB RETURN ACCESS
RAMP PER CITY OF FONTANA STD. PLAN NO. 1006
@
CONSTRUCT PARKWAY DRAIN PER STORM DRAIN
PLAN