HomeMy WebLinkAbout2810-1GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,
SPECIFICATIONS, COUNTY STANDARDS, AND THE CURRENT
AGENCY-APROVED EDITION OF THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK").
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY
WORK WITHIN THE CITY LIMITS. COUNTY AND CALTRANS PERMITS
SHALL BE OBTAINED PRIOR TO START OF WORK WITHIN THEIR
RESPECTIVE LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE
OTHERWISE NOTED.
4. CURVE DATA REFERS TO THE TOP FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH
TO ALL ADJOINING CURBS AND SIDEWALKS.
6. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A
GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF
FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
7.PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO
REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS
TAKEN AFTER COMPLETION OF ROUGH GRADING.
8.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE
CITY ENGINEER MAY REQUIRE A TEMPORARY GUNITE SWALE, ENTERING OR
LEAVING IMPROVEMENTS.
9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE
STREETS.
10.ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
11.ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER
POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC.,
SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE
IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY
THE OWNER OR CONTROLLING AGENCY UNLESS OTHERWISE SHOWN ON THE
PLANS OR SPECIFICATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO NOTIFY THE ENGINEER, THE OWNER, AND/OR CONTROLLING AGENCY ABOUT
POTENTIAL CONFLICTS BEFORE CONSTRUCTION BEGINS.
12.ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED
6" [152.4 MM] BELOW FINISHED GRADE BY SEWER/STORM DRAIN CONTRACTOR AND
SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
13.ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" [152.4 MM] BELOW
FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE
BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
14. REFER TO THE CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129.
15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND
OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE,
ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING IRRIGATION, DOMESTIC WATER,
RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC.
16. RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF
FONTANA, PRIOR TO FINAL ACCEPTANCE OF WORK.
17, TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE AS SHOWN
HEREIN AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAIL NO. 102-B
UNLESS OTHERWISE NOTED.
18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS,
AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID
CONFLICT OR POSSIBLE CONFLICT TO THE ENGINEER FOR RESOLUTION.
19. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT, CURB & GUTTER, AND CROSS GUTTERS,
20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN
PLACED, INSPECTED AND APPROVED.
21 . ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND
THEIR FACILITIES.
22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER.
23.ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
24, BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR & SOILS ENGINEER AND
APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT
PAVEMENT.
25.CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE
CITY ENGINEER AND SAN BERNARDINO COUNTY TRAFFIC DIVISION.
26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES
IMMEDIATELY.
28. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER
THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED
SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED
BY THE CITY CODE OF THE CITY OF FONTANA. THE CONTRACTOR SHALL NOT DISTURB
EXIST. SURVEY MONUMENTS OR BENCHMARKS NOTED IN THE SPECIFICATIONS OR ON THE
PLANS OR FOUND DURING CONSTRUCTION, WITHOUT PRIOR NOTIFICAION TO THE CITY ENGINEER.
MONUMENT REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH RICE
NO. 33965 OR LOWER, OR A LICENSED LAND SURVEYOR ONLY, THE CONTRACTOR SHALL
NOTIFY THE CITY ENGINEER ONE (1) WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO
MONUMENTS CAN BE ESTABLISHED.
29. TRAFFIC CONTROL SHALL BE MAINTAINED AT ALL TIMES PER PROJECT SPECIFICATIONS.
30. EXISTING TREES SHALL BE REMOVED ONLY IF SO DESIGNATED AND AFTER A TREE REMOVAL
PERMIT IS ISSUED BY FONTANA PLANNING DEPARTMENT.
31.ALL CITY INSPECTIONS ARE TO BE CALLED FOR THROUGH THE CITY OF FONTANA AT LEAST
2 WORKING DAYS PRIOR TO THE START OF ANY WORK (909) 350-6632.
32. REFER TO SEPARATE SIGNING AND STRIPING PLAN FOR ALL SIGNING AND STRIPING WORK.
33. REFER TO SEPARATE TRAFFIC SIGNAL PLAN FOR ALL TRAFFIC SIGNAL WORK.
34.CONTRACTOR SHALL ADJUST ALL MANHOLE COVERS, VALVE COVERS, METERS, VAULTS
AND OTHER SURFACE FEATURES OF ALL UNDERGROUND UTILITIES TO GRADE WITHIN THE
LIMITS OF PROPOSED PAVING, INCLUDING AREAS OF REMOVAL.
NOTES:
SEE SHEET 2 FOR CONSTRUCTION NOTES AND QUANTITY ESTIMATES
BASIS OF BEARINGS
BASIS OF BEARINGS: THE CENTERLINE OF IMPROVEMENTS FOR VALLEY BOULEVARD BETWEEN
CATAWBA AVENUE AND CITRUS AVENUE PER R.S. 70/39 BEING N89'23'47"E
kL TOLL FREE
300-227-2600
LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
a
No. 32160
Exr IZrl3/ pp
FONTANA AUTO MALL
STREET IMPROVEMENT PLANS
PARCEL MAP 14518
m.:N THE CITY OF FONTANA�RDA
NOTICI
CONTRACTORS
1. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CLIENT AND
ASL CONSULTING ENGINEERS, ITS EMPLOYEES, OFFICERS, OR AGENTS,
HARMLESS AGAINTS ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM,
OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND
ATTORNEY'S FEES, RESULTING FROM INTERFERENCE WITH, INTERRUPTION OF,
DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE
CAUSED TO SUBSURFACE INSTALLATION, WHICH IS UNFORSEEN AND
DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT
LOCATED, EXCEPTING ONLY THE GROSS NEGLEGENCE OR WILLFUL
MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES.
2, BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND
AGREES TO INDEMNIFY, DEFEND, HOLD HARMLESS THE OWNER, ENGINEER
(HEREINAFTER ASL CONSULTING ENGINEERS), THEIR PARENT AND SUBSIDIARY
COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES
FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL
DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR
EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLEGENCE, ACTIVE
OR PASSIVE, OF OWNER, ENGINEER, THEIR PARENT AND SUBSIDIARY
COMPANIES, AS WELL AS THEIR AGENTS AND EMPLOYEES, EXCEPTING ONLY
THE SOLE NEGLIGENCE OF OWNER, ENGINEER, THEIR PARENT OR SUBSIDIARY
COMPANIES AND THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT
PERMITTED BY LAW. SUCH INDEMNIFICATION SHALL EXTEND TO ALL CLAIMS,
DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH OR DAMAGES
LEGEND:
REMOVE PAVEMENT
P.C.0 SURFACE
SCHEDULE OF DRAWINGS
SHEET
TITLE SHEET
1
TITLE SHEET
2
TYPICAL SECTIONS AND
CONSTRUCTION NOTES
3
VALLEY BLVD, PLAN
&
PROFILE
4
INTERSECTION DETAIL
-
VALLEY/ CATAWBA
5
VALLEY BLVD PLAN
&
PROFILE
6
INTERSECTION DETAIL
-
VALLEY/ CITRUS
7
CATAWBA AVE, PLAN
&
PROFILE
8
CATAWBA AVE PLAN
&
PROFILE
9
CITRUS AVE. PLAN &
PROFILE
10
CITRUS AVE. PLAN &
PROFILE
11-20
STREET X-SECTIONS
OCCURING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE
TRAFFIC SIGNAL- SEE TRAFFIC SIGNAL PLANS
WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL
SIGNAL POLE I -A- SEE TRAFFIC SIGNAL PLANS
ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE
OF AND REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR POSITION
STREET LIGHT USED ON VALLEY BLVD AND CITRUS AVE:
TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE.
22,000 LUMENS, COBRA HEAD FIXTURE ON MARBELITE POLES
WITH STD. 30' MOUNTING HEIGHT, PROVIDED AND INSTALLED BY SCE
3,
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
STREET LIGHT USED ON CATAWBA AVE.:
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES
LUMENS, COBRA HEAD FIT, RE MARBELITE POLES
ID
WITH STD. 26' MOUNTING HEIGHT, PROVIDED AND INSTALLED BY SOCAL EDISON
WITH
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
EXISTING R/W
ALL UNDERGROUND UTILITIES.
PROPOSED R/W
4.
AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION TO
HORIZONTAL CONTROL DATA
NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO
COMMENCING WORK. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH
CONSTRUCTION NOTES
NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION
TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS EXPIRE WITHIN
FLOW LINE
14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING EXCAVATION
SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR MORE
TOP OF BERM
INFORMATION, YOU CAN CONTACT THE LOCAL REGIONAL INFORMATION CENTER.
TOP of CURB
UNDERGROUND SERVICE ALERT
3030 SATURN STREET, SUITE 200
MANHOLE
BREA, CA. 92621
(800) 227-2600
WATER VALVE
CURB AND GUTTER
5,
THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF
ON CURB RETURN
THE AVAILBLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE
ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS
ON CURB
SHOWN ON THIS MAP.
FINISH SURFACE
6,
THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES
PROPOSED ELEVATION
OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE
EXISTING ELEVATION
STARTING WORK.
UTILITY NOTIFIC
METRIC EQUIVALENT ELEVATION
ATIONSFIRE HYDRANT
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-7610
POWER
SOUTHERN CALIFORNIA EDITON
7951 REDWOOD AVE.
FONTANA, CA 92336
ATTN: FRAN STEWART
(909) 357-6223
WATER
SAN GABRIEL VALLEY WATER COMPANY (SGVWD)
PO BOX 6010
11142 GARVEY AVENUE
EL MONTE, CA 91734
(626) 448-6183
ATTN: LUIS MONTENEGRO
CABLE.
COMCAST
1205 DUPONT AVE.
ONTARIO, CA 91761
(909) 390-4738
SIDEWALK
GAS
SOUTHERN CALIFORNIA GAS COMPANY STREET TRAFFIC INDEX
TRANSMISSION DIVISION
2191 E. BIRCH STREET VALLEY BOULEVARD 11.0
BREA, CA 92621 CITRUS AVENUE 11.0
(714) 529-2889 CATAWBA AVENUE 8.0
SYMBOL:
CITY OF FONTANA
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FREEWAY1 10
FREEWAY 10
CITY OF ONTARIO CITY OF SAN BERNARDIN❑
4 MILES E6.437 km] 10 MILES E16,093 kml
VICINITY MAP
N.T.S.
- COMITY OF SAN BERNARDINO
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SOUTHERN °A�°�'A �S VA Y ENGINEERING STATEMENT:
0 BOX 3003 6231
LLE BLVD
REDLANDS, CA 92373
FONTANA,CA 92335-7827
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE
MR. ALAN KESELOFF
GREG GASPAR
ACCURACY AND ACCEPTABILITY OF THE WORK
HEREON. IN THE EVENT OF DISCREPANCIES
(909) 335-7781
(909) 428-8411
ARISING DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR
RELOCATIONS
NEW BUSINESS
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY
TELEPHONE
THE CITY OF FONTANA AND COUNTY OF SAN
BERNARDINO.
PACIFIC BELL
3939 E. CORONADO,
2ND FLOOR
ANAHEIM, CA 92807
THE PRIVATE ENGINEER IS NOT RESPONSIBLE
FOR ANY CHANGES MADE DURING THE
(714) 666-5496
CONSTRUCTION PHASE, WITHOUT PRIOR APPROVAL FROM THE PRIVATE ENGINEER.
ATTN: JANE BLASHINGHAM
ATTN: PAUL CYR UNDERGROUND ALERT 1-800-227-2600
PLANS PREPARED UNDER THE DIRECTION OF:
DISCLAIMER
These documents have been prepared for a specific project and shall neither be altered nor
reused for any other purpose.
Also, these documents do not represent
as -built conditions.
If
these documents are altered
intentionally or unintentionally, or reused without
the design
engineer's written approval, it
will be at the sole risk and responsibility
of the user. The act
of
altering or reusing is construed as indemnifying and holding the design
engineering firm and
its
employees harmless from all
claims, damages, and expenses, including
attorney fees, arising
out
of such act.
IONS Engineer City I BENCHMARK:
INDEX MAP
N.T.S.
CALTRANS PERMIT * 08-00-N-MC-0115
NOTE TO CONTRACTOR
CONTRACTOR SHALL VERIFY N WRITING
CITY THAT R/W HAS BEEN ACOtJRED W
WORK IS SHOWN OUTSVE OF EXISTING
COUNTY OF SAN BERNARDINO
TRANSPORTATIM FLOOD CONTROL DEPARTk*W
IY I DRAWN BY I CHECKED•BY I APPROVED BY,
RECOMMEND/ ROVED BY
41 LAND DE OPMEN ENGINEER mil Dw
CITY OF FONTANA
-- -
-
PK NAIL IN LEAD 6.46' WEST OF NORTHERLY
CURB RETURN NORTHWEST CORNER OF INTERSECTION
�• Consulting Engineers
225 WEST HOSPITALITY LANE, STE. 206
7 /Z DO
RONALD P. SHELDON R.C.E. #32180 DATE
REGISTRATION EXPIRES 12-31-2000
_-- -- -- -- --' -
-- --- -- ----- -- ---- - -- -- --
OF CITRUS AVENUE AND SAN BERNARDINO AVENUE,
CITY OF FONTANA DATUM. ELEVATION = 1136.67
-MY
SAN BERNARDINO, CA 92408
(909) 381=3666, FAX (909) 381-4176
rDesigned
J.M./R.S.
FONTANA AUTOMALL Scale:As s
STREET WROVENIENT PLANS Date:
TITLE SHEET 7-11
Approved. F"eXz:,�' 7-13-00 Dwg. No.
F2/L CITY ENGINEER R.C.E. 95126q64 2810
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