HomeMy WebLinkAbout5597-2GENERAL 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 '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 ENGINEERING
DEPARTMENT ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION
COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START
OF ANY WORK IN THE 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 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 OF 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 EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE
GROUND OR OTHER EQUIVALENT MEANS PURSUANT TO THE REQUIREMENTS OF THE
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CAUFORNIA. 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. LOCATIONS OF PUBLIC 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 IN THE FIELD
OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID
INJURY OR DAMAGE THERETO. 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, ELECTRICAL, LIGHTING, CABLE TELEVISION,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STROM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN
TWO WORKING DAY 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 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 CONTRUCTION
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.
GENERAL NOTES (CONT.):
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTIUTES 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 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 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.
12'
CURB AND GUTTER
N
8" CF
N
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONTRUCTION 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 DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS
TO -BE. DEPOSITED INTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY
DURNING 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
STANDARDS 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
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TYPICAL DRIVEWAY DETAIL
SCALE: N.T.S.
STREET IMPROVEMENT CONSTRUCTION NOTES:
R/W
O5 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002, R=12'.
REVISED PER DRIVEWAY DETAIL, SHEET 2 AND 6, UNLESS NOTED OTHERWISE.
O6 CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED
NATIVE SOIL
(53 CONSTRUCT 4" ASPHALT CONCRETE PRIVATE DRIVEWAY APPROACH/PRIVATE PARKING
OVER 95% COMPACTED NATIVE SOIL
0 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2").
LEGEND OF SYMBOLS AND ABBREVIATIONS:
0
PP
MB 0
0
• = EXISTING STREET LIGHT
EXISTING LIGHT POLE
M H
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING POWER POLE
EXISTING MAILBOX
EXISTING WATER METER
EXISTING EDGE OF PAVEMENT
EXISTING TREE
EXISTING SHRUB
0 EXISTING MANHOLE
EXISTING SURVEY CONTROL
R/W - -
R/W--
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
UTILITY INTERFERENCE FLAG (APPROXIMATE
LOCATION OF INTERFERENCE WITH TYPE OF
UTILITY INDICATED BY: W -WATER; G -GAS;
T -TELEPHONE; SD -STORM DRAIN; S -SEWER;
E -ELECTRIC; TV -CABLE TELEVISION; IR -IRRIGATION
U -UNKNOWN UTILITY).
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R/W
60'
41.25'
R
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EXIST. GS. i
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47'
37'
38'
7'
7'
30'
5'
18'
4'� LANDSCAPE
AREA
EXIST. GS.
R/W
4'
LANDSCAPE
AREA
20'
2.95%
TYPICAL SECTION - STA.19t35± TO STA. 20155±
N.T.S.
60'
VARIES 41' TO 60'
1
W
EXIST. GS.\
R/W
2.O%
pv
.
•` i
~5.5'
SIDEWALK
47'
VARIES 37'-47'
2'
18'
20'
26'
VARIES 9'-19'
5'
13'
s_2.80%'i%
R/W
VAR
2.40%
VARIES 24'-29'
TYPICAL SECTION - STA. 20t55± TO STA. 211611
N.T.S.
60'
10'
60'
• •
R/W
EXIST. GS.
SECTIONS LEGEND:
.\\N
•
e
12.5'
SIDEWALK
- PROPOSED ASPHALT OVERLAY
PROPOSED ASPHALT CONCRETE
- PROPOSED PCC CONCRETE
E -.....j- EXISTING PCC CONCRETE
EXISTING CENTERLINE
EXISTING CURB AND GUTTER
EXISTING CURB OR AC BERM
PROPOSED CURB AND GUTTER
EXISTING GROUND SURFACE
EXISTING PCC CONCRETE
EXISTING LANDSCAPE AREA
ASPHALT CONCRETE PAVEMENT
DECORATIVE ASPHALT
DECORATIVE CONCRETE
EXISTING BUILDING
•
AB
AC
AP
47'
47'
18'
20'
13'
S=1.50% -S=1.80%
2.45%
-,f
TYPICAL SECTION - STA. 22+17± TO STA. 22+70±
N.T.S.
ASPHALT CONCRETE REMOVAL
PCC REMOVAL
LANDSCAPE REMOVAL
ASPHALT CONCRETE GRIND (2" MINIMUM THICKNESS)
PROPOSED ASPHALT CONCRETE
PROPOSED ASPHALT CONCRETE OVERLAY
PROPOSED LANDSCAPE AREA
PROPOSED PCC CONCRETE
ABANDON
ASPHALT CONCRETE
ANGLE POINT
BC
BCR
CL
CF
EC
ECR
EL
FH
FL
FS
GB
GS
BEGINNING OF CURVE
BEGIN CURB RETURN
CENTERLINE
CURB FACE
END OF CURVE
END CURB RETURN
ELEVATION
FIRE HYDRANT
FLOW LINE
FINISH SURFACE
GRADE BREAK
GROUND SURFACE
INV
LF
MH
PCC
PRC
S
STA
TC
WM
EXIST. GS.
INVERT
LINEAR FEET
MANHOLE
PORTLAND CEMENT CONCRETE
POINT OF REVERSE CURVE
SLOPE
STATION
TOP OF CURB
WATER METER
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 811
TWO WORKING DAYS BEFORE YOU DIG
tLILN I: CI I OF FON FANA
TKE JOB #: 101-55
05/16/12
REV.
REVISION DESCRIPTION
DATE ENGR. CITY DATE
TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
ERING FAX (951) 680-0490
TERRY M. RENNE R.C.E. No. 69984
EXPIRES: 9-30-18
STREi I IMPROVEMENTS
FOOTHILL BOULEVARD
SIERRA AVENUE TO
MANGO AVENUE
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.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
JAM
DESIGNED BY:
TMR
CHECKED BY:
TMR
FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS
NOTES AND CROSS SECTIONS
CITY ENGINEER
4AT.E:(
R.C.E. No. 51152
SCALE
AS SHOWN
DATE
JULY 2017
DRAWING NO.:
5597