HomeMy WebLinkAbout4983-1GENERAL 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, o
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 II
AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDERGROUND SERVICE ALERT AT 2
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. r
W
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT Q
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 HAYS 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 LINE 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 fe=5,000 psi FOR VELOCITIES EXCEDDING 20 FEET PER Dr_
SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND."�
35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350, DIAL
i
I
I
I
4
,
,
,
E
I
Tye
I
a
{
I
I
I
I
I
I
I
I
I
I
I
I
9
CITY OF FONTANA
STORM DRAIN IMPROVEMENT PLANS
TRACT 18820-1
FUTURE MUS Tl -FA llLY
INDEX MAP
SCALE. 1 " = 2.00'
CITY OF FONTANA UTILITY NOTIFICATION LIST
sEwwt.
CABLE-
CITY OF FONTANA
TIME WARNER CABLE
8353 SIERRA AVENUE
1205 DUPONT AVENUE
FONTANA, CA 92335
ONTARIO, CA. 91761
PHONE: 909.350.6632
PHONE: 909.390,4738
CIAO
TELEPHONE -
SOUTHERN CALIFORNIA GAS COMPANY
AT&T
16231 VALLEY BLVD.
11464 TELEGRAPH ROAD
FONTANA, CA 92335
SANTA FE SPRINGS, CA 90670
PHONE: 909.428.8411
PHONE: 714.666.5415
ELECTRO
SOUTHERN CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA. 92336
PHONE_ 909.357.6221
WAT9f
WEST VALLEY WATER DISTRICT
855 W. BASELINE ROAD
RIALTO, CA 92377
PHONE: 909.875.1361
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 HOLES 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 CONDITIONS.
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,
LEGEND
A.C.
ASPHALTIC CONCRETE
(R)
RIDGE LINE
B.C.
BEGIN CURVE
R/W
RIGHT OF WAY
B.V.C.
BEG. VERTICAL CURVE
TAN.
TANGENT
B.W.
BACK SIDEWALK
T.C.
TOP OF CURB
C.B.
CATCH BASIN
L.F.
WIDTH
C. L.
CENTERLINE
V V
DEPTH
E.C.
END CURVE
(590.69)
INDICATES EXISTING ELEVATION
E.P.
E.G.
EDGE PAVEMENT
EDGE GRADE
590,69
INDICATES PROPOSED ELEVATION
E.V.C.
END VERTICAL CURVE
[590.69]
INDICATES FUTURE ELEVATION
F.L.
FLOW LINE
117MIMMIM
INDICATES SLOPE 2:1
F.S.
FINISH SURFACE
2
EA.
G. B.
GRADE BREAK
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012
AC PAVEMENT
H. P.
HIGH POINT
10
REMOVAL
INV.
INVERT
.A,
GRIND
O.C.
ON CURVE
EA.
P.C.C. PORTLAND CEMENT CONCRETE /// EDGE OF PAVEMENT
OWNER/DEVELOPER:
LCD SC -FM CREST, LLC
1156 N. MOUNTAIN AVE.
UPLAND, CA 91786-0670
PHONE: 909.985.0971
CONTACT: GARTH CHAMBERS
ENGINEER:
MADOLE AND A99 CIATES, INC.
CONSULTING CIVIL ENGINEERS
& LAND PLANNERS
9302 PITTSBURGH AVE., SUITE 230
RANCHO CUCAMONGA, CA 91730
PHONE: 909.481.6322
FAX: 909.481.6320
CONTACT: MARK BERTONE
kl
VICINITY MAP
NOT TO SCALE
i l 1-111 � i
cq
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'
SHALL HAVE ADEQUATE SHORING,
3. CLASS II AGG.BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
NOTE:
COMPACTION SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPECIFIED. -
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
6'T
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
CONSTRUCTION NOTES
TOP OF STRUCTURAL PVM'T.
SUBGRADE
3" MAX. SIZE DATIVE SOIL
COMPACTED 95%
1:1 SLOPE OR FLATTER
OR ADEQUATE SHYNAT��_11
ffr
-90% COMPACTED�r
L.F,
NATIVE BACKFILL6"
�J
MAX. SIZEMIN,
450
L.F.
1321 L.F.
INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE)
MAX.
L.F.
1701 L.F.
INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE)
M
L.F.
J413� L.F.
m
610
z 2E
CONSTRUCT CURB OPENING CATCH BASIN
13
RCP
TRENCH DETAIL
NOT TO SCALE
QUANTITIES
�.J
INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE)
474
L.F,
11621 L.F.
�J
INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE)
450
L.F.
1321 L.F.
Q
INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE)
70
L.F.
1701 L.F.
INSTALL 36" RCP STORM DRAIN (D -LOAD PER PROFILE)
1,041
L.F.
J413� L.F.
INSTALL 42" RCP STORM DRAIN (D -LOAD PER PROFILE)
610
EA.
CONSTRUCT CURB OPENING CATCH BASIN
13
EA.
I51 EA.
PER CITY OF FONTANA STD. DWG, NO. 3004,
7'
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010
6
EA.
�3j EA.
8
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011
2
EA.
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012
4
EA.
Ili EA.
10
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013
1
EA.
11
CONSTRUCT REAR CULVERT ENTRANCE TO C.B.
1
EA.
BREAK CONC., EXPOSE REINF. & BEND INTO WALLS OF NEW C.B.
MODIFICATIONS PER SPPWC STD. PIAN 314. (SEE DETAIL ON SHT. 3)
12
REMOVE EXISTING PIPE CLOSURE AND JOIN EXISTING STORM DRAIN
2
EA.
13
PLACE 1 SACK SLURRY BACKFILL TO LIMITS IN PROFILE
90
L.F.
14
CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026
1
EA,
15
CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN 3022
3
EA.
JXXX} = DENOTES QUANTITIES INCLUDED IN TERRA VISTA DRIVE (OFF-SITE)
J:\126-2404\APPROVED PLANS 2013\ONSITE APPROVE D_20131210\2014-03-27 Rev St Names\SD\SD-Rev St Names Sht0l.dwg, 3/27/2014 4:44:42 PM, dmartinez