HomeMy WebLinkAbout5605-1GENERAL 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") AND THE STATE OF CALIFORNIA D. 0. T. STD. SPEC'S AND PLANS.
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. 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 ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT 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 BENCH
MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, 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 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. 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.
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 OR
STREETS.
30. APPROVED SOILS 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. "THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE
INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN
VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES
SHALL BE fc=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND fc=6,000 psi FOR
VELOCITIES EXCEEDING 30 FEET PER SECOND."
35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350.
CITY OF FONTANA
IN -TRACT STORM DRAIN IMPROVEMENT PLANS
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS
ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE
CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO
THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES
AND LIDS, ETC.
CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE WORK.
THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING
AND MUST BE APPROVED BY THE ENGINEER OF RECORD.
QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. CONTRACTOR
SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION.
THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES.
CITY OF FONTANA UTILITY NOTIFICATION LIST
SEWER:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
PHONE: 909.350.6632
SOUTHERN CALIFORNIA GAS COMPANY
16231 VALLEY BLVD.
FONTANA, CA 92335
PHONE: 909.428.8411
ELECTRIC:
SOUTHERN CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA. 92336
PHONE: 909.357.6221
NORTH OR
WEST R/W
CABLE:
TIME WARNER CABLE
1205 DUPONT AVENUE
ONTARIO, CA. 91761
PHONE: 909.390.4738
TELEPHONE:
AT&T
11464 TELEGRAPH ROAD
SANTA FE SPRINGS, CA 90670
PHONE: 714.666.5415
WEST VALLEY WATER DISTRICT
855 W. BASELINE ROAD
RIALTO, CA 92377
PHONE: 909.875.1361
SOUTH OR
EAST R/W
TYPICAL UNDERGROUND UTILITY LOCATION
SCALE: 1"=10'
TRACT N0. 19960, -17 -27 -3
71
27I
28 29
30
31
32 33
J4
2
25 24
23
22
21 20
9
1:1 SLOPE OR FLATTER
EXISTING ELEVATION
OR ADEQUATE SHORING
PROPOSED ELEVATION
1"MAX. SIZE
SELECTED NATIVE BEDDING
COMPACTED TO 90%
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5' w
SHALL HAVE ADEQUATE SHORING. 0
3. CLASS II AGG.BASE ALL TRENCHES LESS '4
THAN 100' IN LENGTH. a
NOTE:
COMPACTION SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
INDEX MAP
SCALE:1 "=200'
STORM DRAIN PIPE
BEDDING MATERIAL SHALL MEET OR EXCEED
SECTION 306-1.2.1, STD. SPECS FOR PUBLIC
WORKS CONSTRUCTION, LATEST EDITION.
LOCALLY EXCAVATED NATIVE MATERIALS
MAY BE BLENDED TO THE REQUIRED SAND
EQUIVALENCY OF 30 OR GREATER
TOP OF STRUCTURAL PVM'T.
SUBGRADE
6e" MIN. 6" MIN. I I I
8" MAX. 8" MAX.
III= J
J
Lu
co
0
J
_ w
co
zz
o.6'D_1 III= III= f
TYPICAL
RCP TRENCH DETAIL
NOT TO SCALE
0
0
N
I I
w
J
Q
U
cn
VICINITY MAP
NOT TO SCALE
1111:10�zIk,
AC ASPHALTIC CONCRETE
BC BEGIN CURVE
BVC BEG. VERTICAL CURVE
BW BACK SIDEWALK
CB CATCH BASIN
CL CENTERLINE
EC END CURVE
EP EDGE PAVEMENT
EG EDGE GRADE
EVC END VERTICAL CURVE
FL FLOW LINE
FS FINISH SURFACE
GB GRADE BREAK
HP HIGH POINT
INV INVERT
OC ON CURVE
PCC PORTLAND CEMENT CONCRETE
PL PROPERTY LINE
(R)
RIDGE LINE
3" MAX. SIZE NATIVE SOIL
RIGHT OF WAY
COMPACTED 95%
TANGENT
TC
/
W
WIDTH
V
VERTICAL DEPTH
1:1 SLOPE OR FLATTER
EXISTING ELEVATION
OR ADEQUATE SHORING
PROPOSED ELEVATION
90% COMPACTEDNATIVE
FUTURE ELEVATION
O9 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
SLOPE
6" MAX. SIZEKFILL
AC PAVEMENT
6e" MIN. 6" MIN. I I I
8" MAX. 8" MAX.
III= J
J
Lu
co
0
J
_ w
co
zz
o.6'D_1 III= III= f
TYPICAL
RCP TRENCH DETAIL
NOT TO SCALE
0
0
N
I I
w
J
Q
U
cn
VICINITY MAP
NOT TO SCALE
1111:10�zIk,
AC ASPHALTIC CONCRETE
BC BEGIN CURVE
BVC BEG. VERTICAL CURVE
BW BACK SIDEWALK
CB CATCH BASIN
CL CENTERLINE
EC END CURVE
EP EDGE PAVEMENT
EG EDGE GRADE
EVC END VERTICAL CURVE
FL FLOW LINE
FS FINISH SURFACE
GB GRADE BREAK
HP HIGH POINT
INV INVERT
OC ON CURVE
PCC PORTLAND CEMENT CONCRETE
PL PROPERTY LINE
(R)
RIDGE LINE
R/W
RIGHT OF WAY
TAN
TANGENT
TC
TOP OF CURB
W
WIDTH
V
VERTICAL DEPTH
(590.69)
EXISTING ELEVATION
590.96
PROPOSED ELEVATION
[590.69]
FUTURE ELEVATION
O9 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
SLOPE
0
AC PAVEMENT
®
REMOVAL
®
GRIND
13 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022.
EDGE OF PAVEMENT
CONSTRUC11ON NOTES
OUANIITIES
1O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE)
770 L.F.
()INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE)
2,430 L.F.
O INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE)
960 L.F.
O4 INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE)
625 L.F.
O5 INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE)
235 L.F.
O CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011
2 L.F.
O7 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
3 EA.
O CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
14 EA.
O9 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
32 EA.
10 NOT USED.
11 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
18 EA.
12 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026.
2 EA.
13 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022.
3 EA.
14 REMOVE EXISTING PIPE CLOSURE.
2 EA.
15 CONSTRUCT BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005.
1 EA.
SHEET INDEX
TITLE 1
LINE "A" STA. 10+76.56 TO 19+70.00 2
LINE "A" STA. 19+70.00 TO 27+78.94 3
LAT. "A-2" STA. 10+00.00 TO 13+78.22 4
LAT. "A-8" STA. 10+00.00 TO 12+86.79 4
LINE "F" STA. 26+15.99 TO 35+64.11 5
LAT. "G" STA. 10+00.00 TO 19+86.93 6
LATERAL PROFILES 7-8
OWNER/DEVELOPER-
NORTH
WNER/DEVELOPERNORTH FONTANA INVESTMENT COMPANY, LLC
1156 N. MOUNTAIN AVE.
UPLAND, CA 91786-0670
PHONE: 909.985.0971
CONTACT: STACEY SASSAMAN
► ;
MADOLE AND ASSOCIATES, INC.
9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA 91730
PHONE: 909.481.6322
FAX: 909.481.6320
CONTACT: MARK BERTONE
L7J
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