HomeMy WebLinkAbout5162-1GENERAL 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 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 THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
CITY ENGINEER.
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT
SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS.
5. 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.
6. 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.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL
TIMES.
8. 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.
9. 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 POTENTIAL EXISTS FOR GROUND MOVEMENT.
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT
PURPOSE.
11. 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
THE 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.
12. 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.
13. 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.
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE
CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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 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 CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. 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.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY INSPECTOR.
22. 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.
23. 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.
TOLL FREE 'mmm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY
WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
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. NO CONCRETE SHALL BE PLACED UNTIL 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. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL
BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
COMPLETION OF PAVING.
32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO
THE CITY ENGINEER,
34. MINIMUM D -LOAD FOR ALL RCP IS 1350.
CITY OF FONTANA, UTILITY NOTIFICATION LIST
CITY OF FONTANA
AT&T
8353 SIERRA AVE
22311 BROOKHURST ST SUITE 203
FONTANA, CA 92335
HUNTINGTON BEACH, CA 92646
(909) 350-6632
(714) 963-7964
SO. CALIF. GAS COMPANY
SPRINT
1981 W. LUGONIA AVE
2592 DUPONT OR
REDLANDS, CA 92374
IRVINE, CA 92612
(909) 335-7967
(800) 659-9698
EMERGENCIES: (800) 427-2200
CURVE
L.O.S. LINE OF SIGHT
TIME WARNER CABLE
SO. CALIF. EDISON COMPANY
1500 AUTO CENTER DR
300 N. PEPPER AVE
ONTARIO, CA 91761
RIALTO, CA 92376
(909) 975-3439
909 820-5598 - UNDERGROUND
SUNESYS, LLC
909 875-5100 - TRANSMISSION
1325 PICO ST # 106
213 637-1233 - PIPELINES
909 357-6505 - DISTRIBUTION
CORONA, CA 92881
(951) 278-0400
UNDERGROUND SERVICE ALERT
(800) 422-4133
WEST VALLEY WATER DISTRICT
ATTN: ENGINEERING DEPARTMENT
855 W. BASELINE ROAD
c O 0/ei W//I/ r
RIALTO, CA. 92376
k
(909) 875-1804
LEGEND:
REVISION DESCRIPTION
INDICATES
PROPOSED A.C. PAVEMENT
- - - INDICATES
CENTERLINE
----INDICATES
RIGHT-OF-WAY LINE
- - - - INDICATES
EXISTING IMPROVEMENTS
--(�3w)- INDICATES
EXISTING CONTOUR LINE
�- DIRECTION
OF FLOW
L. U.A. LIMITED USE
AREA
L.O.C. LENGTH ON
CURVE
L.O.S. LINE OF SIGHT
PRIVATE ENGINEER'S NOTICE_ TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE DESIGN PROFESSIONAL.
UNAUTHORIZED CHANCES AND USES:
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER'OF THESE PLANS.
REV.
REVISION DESCRIPTION
DATE
ENGR.
DATE
CITY
SHEET 3
STA. 21+00.00 TO STA.
33+00.00
SHEET 4
STA. 33+00.00 TO STA.
41+47.94
SHEET 5
LATERALS "A", "B", "C",
"D", "E",
7", "G", "Hn, "J", "Km,
"L", "kr, "N"
"0" "P" & "Q"
/
c O 0/ei W//I/ r
k
017l
CITY OF FONTANA
MANGO AVENUE
STORM DRAIN IMPROVEMENT PLANS
SHOULD CONSTRUCTION OF REQUIRED
WnOVbyk74TS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN NEON AND CRIED FORTH IN A
DIlKENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRINC THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
PROPO.91) PAnFIr TARM
PREPARED FOR:
PACIFIC
INDUSTRIAL
6272 E. PACIFIC COAST HIGHWAY
SUITE E
LONG BEACH, CA 90803
INDEX MAP
NTS
f• �: ►N►.
JIM OF SAN BERNAROM
MID VALLEY LANORU
OR 77 07 P ° ,
JNTY OF SAN BERNARDINO
MV VALLEY LANMU
THE BASIS OF BEARINGS FOR THS SURVEY IS THE
CALIFORNIA COORDINATE SYSTEM P3, ZONE 5, GRID
BEARING BETWEEN STATIONS AND 21262 AS
SAID STATIONS ARE PUBLISHED BY THE COUNTY OF
RIVERSIDE, I.E. N06.36'00 W
BENCHMARK
ELEVATIONS SHOWN HEREON ARE BASED UPON CITY
OF FONTANA BENCHMARK NUMBER 357 BEING A GLO
CORNER AT THE INTERSECTION OF CITRUS AVENUE
AND BASELINE AVENUE.
O
PROJECT
LOCATION
1 INSTALL 66" RCP (D -LOAD PER PROFILE)
2 INSTALL 60" RCP (D -LOAD PER PROFILE)
3 INSTALL 54" RCP (D -LOAD PER PROFILE)
4 INSTALL 36" RCP (D -LOAD PER PROFILE)
5 INSTALL 24" RCP (D -LOAD PER PROFILE)
7 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3011
8 CONSTRUCT MANHOLE PER CITY STD. 3012
9 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 3004
10 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3010 CASE 1
11 CONSTRUCT BRICK & MORTAR PLUG
12 INSTALL 30" RCP (D -LOAD PER PROFILE)
13 CONSTRUCT 24" INLET RISER PER DETAIL A ON SHEET 4
14 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3009 CASE 1
15 CONSTRUCT PIPE RISER WITH DEBRIS RACK CAGE PER STATE OF
CALIFORNIA DEPARTMENT OF TRANSPORTATION STD D93C (TYPE B)
(OR APPROVED EQUAL)
8'
8" SEWER ON q PER CITY
OF FONTANA DRAWING NO.5161 _
STORM DRAIN PER CITY OF
FONTANA DRAWING NO.5162
RECORD DRAWING
ULTIMATE AVCO AVENUE
COUECTOR STREET
15#72.594#'078
- NTS
JHESE RECORD DRAWINGS HAVE BEEN PREPARED
BASED ON INFORMATION PROVIDED BY OTHERS. THE
DESIGN PROFESSIONAL_ HAS NOT VERIFIED THE ACCURACY
AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS
WHIr MAY BE INCORPORATq HEREIN AS A RESULT,
DATE
COUNTY OF SAN BERNARDINO
ACCEPTED BY: ATE: 11(115_
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815w
56-1815 Fax (909) 356-1795
C40.4 � 1>_3 •1S
aymon . Allard, A.C.E. 36052 Date
(expires 6/30/2016)
SUMMfT
LAJ
Q
o:
SIERRA LAKES PKWY N
VICINITY MAP
NTS
171 LF
1619 LF
1278 LF
156 LF
216 LF
5 EA
3 EA
3 EA
2 EA
5 EA
57 LF
4 EA
7 EA
7 EA
1 EA
WEST
R/W
34'
I
12'
i
i
8'
8" SEWER ON j PER CITY
OF FONTANA DRAWING NO.5161
STORM DRAIN PER CITY OF
FONTANA DRAWING NO.5162
(VERIFY SIZE PER PIANS)
SHEET 1
TITLE SHEET
SHEET 2
STA. 11+00.00 TO STA.
21+00.00
SHEET 3
STA. 21+00.00 TO STA.
33+00.00
SHEET 4
STA. 33+00.00 TO STA.
41+47.94
SHEET 5
LATERALS "A", "B", "C",
"D", "E",
7", "G", "Hn, "J", "Km,
"L", "kr, "N"
"0" "P" & "Q"
AVENUE
210 FWY
THIS " SET SUPERS THE OKOW 11M SET DATED SfPT&Kk 2M
I? FESS/0,� CITY OF FONTA 4A CAS"NIA
�y STORM N kkff0Y WNT PLAN
in �� �o c= DRAWN Y. SCALE:
W No. 36052 m AANW AVEW STORM OL41N AS NOTED
Exp. 6/30/16 DESIGNED BY. 7 -SWT DATE:
RKA 2March, 2015
s�yTF CIV 1 \ ` CHECKED BY. APP VED BY DRAWING NO.: 1
CA��F RJA ,dam; DATE: 5162
CITY _ ER R.C.E. 51152 5
FILENAME: I: PACIFIC INDUSTRIAL\SIERRA INDUSTRIAL PROPERTY\ DWGS\ FINAL DESIGN\STORM DRAIN\MANGO AVENUE - SD 01.DWG