HomeMy WebLinkAbout5766-1GENERAL 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 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 DR
REDLANDS, CA 92374
IRVINE, CA 92612
(909) 335--7967
(800) 659-9698
EMERGENCIES: (800) 427-2200
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
SUNESYSYSLLG
909 875-5100 - TRANSMISSION
,
1325 ST 106
0 10
213 637-1233 - PIPELINES
CORONA, CA 881
909 357-6505 -DISTRIBUTION
(951) 278--0400
WEST VALLEY WATER DISTRICT
UNDERGROUND SERVICE ALERT
ATTN: ENGINEERING DEPARTMENT
(800) 422-4133
855 W. BASELINE ROAD
RIALTO, CA. 92376
(909) 875-1804
FONTANA WATER COMPANY
15966 ARROW ROUTE
METROPOLITAN WATER DISTRICT
FONTANA, CA 92335
DANIEL FLORES
(909) 822-2201
700 NORTH ALAMEDA
LOS ANGELES, CA 90012
(909) 392-5137
SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT
ATT: ED HILLS
1402 N. VOSBURG DRIVE P.O. BOX
1299
AZUSA, CA. 91720
(626) 969-7911
DEVELOPER SOILS ENGINEER
LENNAR HOMES PETRA GEOTECHNICAL, INC.
980 MONTECITO DRIVE, SUITE 302 GRAYSON R. WALKER, GE
CORONA, CA 92879 40880-R COUNTY CENTER DRIVE
PHONE (951) 817-3545 TEMECULA, CALIFORNIA 92591
FAX (951) 817-3650 PHONE NO. (951) 600-9271
PRIMATE 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 CHANGES 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.
LEGEND:
- INDICATES CENTERLINE
---® INDICATES RIGHT-OF-WAY LINE
- - - - INDICATES EXISTING IMPROVEMENTS
-(1300r--- INDICATES EXISTING CONTOUR LINE
DIRECTION OF FLOW
---- HGL
REV. 1 REVISION DESCRIPTION I ENGR. I DATE I CITY I DATE
SHOULD CONSTRUCTION OF 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
NOTE:
CONTRACTOR TO VERIFY ELEVATION & LOCATION
OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION
& NOTIFY ENGINEER IF DIFFERENT THAN PLAN.
Prepared For:
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
CITY OF FONTANA
INDEX MAP
SCALE: 1" =250'
SPECIAL CARE SHALL BE TAKEN WITHIN CASA GRANDE AROUND
MWD AND SGVMWD PIPELINE BOTH DURING GRADING AND
CONSTRUCTION. CONTRACTOR RESPONSIBLE TO ADHEAR TO
ALL REQUIREMENTS, INCLUDING SUBMITTAL OF SHORING
DETAILS 30 DAYS PRIOR TO CONSTRUCTION TO ENGINEER
AND AFFECTED UTILITY/AGENCY
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE
1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE,
PER PARCEL MAP NO. 19431, P.M.B. 242/97-98.
BEING: NOO°33'32"W
BENCHMARK:
CALTRANS BENCHMARK #8-17
BRASS DISK LOCATED IN S,C.E. TOWER LEG LOCATED
343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD.
EL=1428.609
BASELINE RD 4
CASA
GRAPlDE
UMMIT
AVE
210
FREEWAY
BASELINE RD
4
4
FOOTHILL BL
U
in
U
C3
in
SAN
EERNARDINIO
AVE
1 IINTERSTATE -10
THE THOMAS GUIDE, 2004 EDITION, SAN BERNARDINO COUNTY
PAGE 574, GRIDS H-1, H-2, J-1, J-2
VICINITY MAP
N.T.S.
CONSTRUCTION NOTES: QUANTITY ESTIMATES
1 INSTALL 36" RCP (D-LOAD PER PROFILE) 2221 LF
2 INSTALL 42" RCP (D--LOAD PER PROFILE) 1624 LF
INSTALL 12" PVC (SDR-35) 52 LF
INSTALL 24" RCP (D-LOAD PER PROFILE) 201 LF
INSTALL 18" RCP (D-LOAD PER PROFILE) 79 LF
CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 3005 (WIDTH SHOWN ON PLAN) 2 EA
L`J CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3011 1 EA
BD --CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3012 6 EA
9D-CONSTRUCT HEADWALL WING TYPE PER CITY STD. 3020. 2 EA
i0 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER CITY STD. 3010 10 EA
11 CONSTRUCT TRANSITION STRUCTURE PIPE TO PIPE PER CITY STD. PLAN NO. 3026. 1 EA
INSTALL JENSEN PRECAST 2ex2e DRAIN INLET PER DETAIL 1, SHEET 6 2 EA
13
12CONSTRUCT TRASH RACK PER CITY STD. 3021 2 EA
12
14 INSTALL RIP -RAP PER CALL OUT SHOWN ON PLAN 83 SF
15 CONSTRUCT MANHOLE PER CITY STANDARD 3012, MODIFIED TO AI IOW 10W EIOW PIPE 1 EA
16 INSTALL PPL-24 LINER BY BTL INC. OR APPROVED EQUAL 124 LF
17 CB INSERT PER DETAIL 1 ON SHEET 6 2 EA
18 CONSTRUCT CATCH BASIN PER CITY STD. 3004 (WIDTH SHOWN ON PLAN) 2 EA
SHEETINDEX
SHEET 1 TITLE SHEET
SHEET 2 LINE "B2"
SHEET 3 LINE "82"
SHEET 4 LINE "82"
SHEET 5 LATERAL "B2-7"
SHEET 6 LATERAL "B2-1"-"B2-6", "1324" & "B2-9"
SHEET 7 DETAILS
WEST
P/LIR/W 92 1
CYPRESS AVENUE 92' RA/V
SECONDARY HIGHWAY
N.T.S.
EAST
R/W
Prepared By: CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING �Ss�°
F � ��®�o J. �����LAVE "132" STORM ®RAIN PLAINS
Civil Engineering - Land Surveying - Land Planning �� �� DRAWN BY: SCALE:
16866 Seville Avenue HR CYPRESS AVENUE AS NOTED
Fontana, California 92335 No. 36052
DESIGNED BY: TITLE SHEET DATE:
09) 356-1615 Fax (909) 365-1795 EXP. 6/30/20 DBW January, 2019
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(expires 6/30/2020) CITY ENGINEER R.C.E. 51152 7
Filename: k\Cal Atlantic\Summit at Rosena\Drawings\FINAL DESIGN\ OFFSITE\ STORM DRAIN\OFFSITE STORM DRAIN\CYPRESS\OFFSITE STORM DRAIN CYPRESS 01.dw9