HomeMy WebLinkAbout4874-1I --UkL NIDim S R
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
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 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 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 DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF
CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE OTENTIAL 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 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 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 SURVEYCONTROL, 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 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 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 DENSITY 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-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 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 UN11L 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 COMPLE11ON 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 SHALL 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 SATISFACT10N OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE
SATISFAC110N OF THE CIN ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD
DRAWINGS TO THE CIN ENGINEER.
BASIS OF
Basis of bearings is N 00' 00'00" E
along the centerline of Elm Avenue
per FAB 11/12.
5' MIN. OVERLAY
@0.10'MIN.
THICKNESS
EXIST. PAVM 'T --\ I
JOIN DETAIL
NTS
SAWCUT AND REMOVE
EX. EDGE PAVING 2' MIN.
NEW PAVEMENT
C TY OF
S
URMV
FONTANA, CALIFORNIA
D A N. V V 1==
OVI M S
15480 VALLEY BOULEVARD bi
APN 0235 111-14
0
z
0.5'
13
13'
. -
Q-.,10� -2. . 1
-
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WDRSIGHT LINE UNDERSAIN �-
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ST FLOW Q100=2CFS
-Q100=9 -CC=�CFS
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SHEET 2 SHIT 4 ,
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GRAPHIC SCALE I"=40'
40 20 0 40 80 120
SiEET Ndxx
SHEET I --- TITLE SHEET
SHEET 2 --- VALLEY BLVD & ELM AVE STREET PLAN & PROFILE
SHEET 3 --- CROSS-SECTIONS OF ELM AVE & VALLEY BLVD
SHEET 4 --- STORM DRAIN PLAN
47'
15' _L 28'
CONSTRUCTION NOTES
ITEM
SAN
BER
ARDINO
//AVE
REMOVE EXISTING CGG
LF
40
Q
>
Q
�
2
w
RELOCATE EX ONSITE LIGHT PER GRADING/LANDSCAPE PLAN
Q
3
O4
Q
EA
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Q
Q
o
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REMOVE EXISTING BLOCK WALL
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SF
4245
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THOMAS GUIDE SAN BERNARDINO &
RIVERSIDE
COUNTIES
i3. 19 co"
(2007) PAGE 604 E1 AND F-6
STD
ITEM
SAN
BER
ARDINO
//AVE
REMOVE EXISTING CGG
LF
40
Q
>
Q
�
2
w
RELOCATE EX ONSITE LIGHT PER GRADING/LANDSCAPE PLAN
Q
3
O4
Q
EA
�
>
Q
Q
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REMOVE EXISTING BLOCK WALL
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4245
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1040
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CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER
EA
1
i3. 19 co"
CITY OF FONTANA STD PLAN NO 1003
STD
VALLEY
SCONSTRUCT
BOULEVARD
SF/
4580/179
TYP
SOILS PER SECTIONS ON SHEET 3 AND PER JOIN DETAIL ON SHEET 1
TON
0.46%-1.03%
WTR
CONSTRUCT 8" AC DIKE PER CITY OF FONTANA
LF
ITEM
DESCRIPTION
UNIT
QUANTITY
O
REMOVE EXISTING CGG
LF
40
O
REMOVE EX DRIVEWAY
EA
2
Q
RELOCATE EX ONSITE LIGHT PER GRADING/LANDSCAPE PLAN
EA
3
O4
RELOCATE EX PALM TREE PER GRADING/LANDSCAPE PLAN
EA
6
O5
RELOCATE EX FENCE PER GRADING/LANDSCAPE PLAN
LF
280
O6
REMOVE EXISTING BLOCK WALL
LF
45
O7
SAWCUT AND REMOVE EX AC PAVEMENT
SF
4245
®
CONSTRUCT 8" C&G PER CITY OF FONTANA STD PLAN NO. 1000
LF
440
LF
CONSTRUCT PCC DRIVEWAY PER CITY OF FONTANA STD PLAN NO. 1002.
cn
1040
• (0.45%--1. _
10) (0.86 2.2%)
CURB RETURN RADIUS, TC&FL, AND DRIVEWAY RAMP SLOPE PER PLAN
SF
PORTLAND CEMENT CONCRETE
10
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER
EA
1
i3. 19 co"
CITY OF FONTANA STD PLAN NO 1003
STD
STANDARD
SCONSTRUCT
6.5" MIN AC PAVEMENT OVER 12" MIN 95% COMPACTED NATIVE
SF/
4580/179
TYP
SOILS PER SECTIONS ON SHEET 3 AND PER JOIN DETAIL ON SHEET 1
TON
0.46%-1.03%
WTR
CONSTRUCT 8" AC DIKE PER CITY OF FONTANA
LF
40
0 12
STD PLAN NO. 1007. TD & FS PER PLAN
EX AC
PAVEMENT
13
CONSTRUCT PCC SIDEWALK PER CITY OF FONTANA
SF
1815
STD PLAN NO. 1006. WIDTH & FS PER PLAN.
SREMOVE
EXISTING RCB, HEADWALL, & WINGWALLS
EA
I
CONSTRUCT CURB -OPENING CATCH BASIN PER CITY OF FONTANA STD PLAN
1
15
NO. 3004 AND LOCAL DEPRESSION PER CITY OF
EA
FONTANA STD PLAN NO. 3003 CASE B.
CONSTRUCT 3 ' (S)XO.6 ' (H) RCB. THICKNESSES OF ROOF, WALLS, & INVERT
16
AND REINFORCEMENT PER CALTRANS STD PLAN #080. USE VALUES FOR
99.5
4 ' (S)X2 ' (H) IN THE STD PLAN FOR THE PROPOSED RCB 3 ' (S)XO.6 ' (H) AS
LF
CONSERVATIVE PRACTICE
17
CONSTRUCT SINGLE RCB TO SINGLE RCB TRANSITION STRUCTURE
EA
1
PER APWA STD PLAN 341-1. INV AND ALIGNMENTS PER PLAN & PROFILE.
18
INSTALL 8" HDPE AREA DRAIN PIPE. INV PER PLAN
LF
16
19
CONSTRUCT SIZE 3 UNDER SIDEWALK DRAIN PER CITY OF FONTANA
EA
1
STD PLAN NO. 3001. SLOPE & FL PER PLAN.
20
PROTECT IN PLACE EX WATER VALVE AND ADJUST TO GRADE IF NECESSARY
EA
1
QUANTITY ESTIMATE IS FOR BONDING AND PERMIT PURPOSE ONLY.
CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN QUANTITY ESTIMATE.
AC PAVEMENTS ARE PRELIMINARY SECTIONS. FINAL SECTIONS TO BE
DETERMINED BY SOILS ENGINEER.
17'
VALLEY BLVD TYPICAL STREET SECTION
I�LT.&
07+93.39 TO 09+28.77
T I = 10.5
VICINITY MAP
N.T.S.
ABBREVIATIONS:
AB
AGGREGATE BASE
J
U
ASPHALT CONCRETE
ADA
AMERICAN DISABILITY ACT
CB
CATCH BASIN
CF
-CURB
C&G
CURB AND GUTTER
O
CENTERLINE
DWG
7.5' - 20.8' NOTE:
EA
F-
J
v
EXISTING GROUND
6' REDUCE
GUTTER HIKE
ESMT.
EASEMENT
EX
LIP TO
MEET EX
z
FS
FINISHED SURFACE
i I Q SURFACE
AT SAWCUT
o
HIGH
INV
2% LINE
LF
v
cn
-LOW POINT
• (0.45%--1. _
10) (0.86 2.2%)
(0.21%-0.88%)
(1.43-1.600
PORTLAND CEMENT CONCRETE
PROP
PROPOSED
RW
RIGHT-OF-WAY
i3. 19 co"
STORM DRAIN
STD
STANDARD
TC
---
TD
TOP OF AC DIKE
TYP
ICAL
WIF
0.46%-1.03%
WTR
WATER
T I=6.5
11
EX AC
PAVEMENT
TO REMAIN
VALLEY BLVD TYPICAL STREET SECTION
I�LT.&
07+93.39 TO 09+28.77
T I = 10.5
VICINITY MAP
N.T.S.
ABBREVIATIONS:
AB
AGGREGATE BASE
AC
ASPHALT CONCRETE
ADA
AMERICAN DISABILITY ACT
CB
CATCH BASIN
CF
-CURB
C&G
CURB AND GUTTER
CL
CENTERLINE
DWG
DRAWING
EA
EACH
EG
EXISTING GROUND
EX
EXISTING
ESMT.
EASEMENT
EX
EXISTING
FG
FINISHED GROUND
FS
FINISHED SURFACE
FL
INE
LPOINT
HP
HIGH
INV
INVERT
LF
LINEAR FEET
LP
-LOW POINT
NTS
NOT TO SCALE
PCC
PORTLAND CEMENT CONCRETE
PROP
PROPOSED
RW
RIGHT-OF-WAY
SD
STORM DRAIN
STD
STANDARD
TC
TOP OF CURB
TD
TOP OF AC DIKE
TYP
ICAL
WIF
WROUGHT IRON FENCE
WTR
WATER
LEGENDS:
A.C. PAVEMENT
' LANDSCAPE AREA
L
WROUGHT IRON FENCE
PCC PAVEMENT
RIPRAP/RIVER ROCK
- - - - - - - EXISTING CONTOURS
ASP N0. 09-001 CUP N0. 09-001
12'
22' 22' 12'
°C
3.5'-61
�
cn
ZI
U
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3
J U
� U
cn
W
0.5' 5
�
cn
_ 2%
_Q ,4%) (2.4%_4
13
8
EX AC PAVEMENT
11
TO REMAIN
ELM AVE TYPICAL SE'G.TION
I�LT.&
11+11.43 TO 12+79.76
T I=6.5
ASP N0. 09-001 CUP N0. 09-001