HomeMy WebLinkAbout5216-1GENERAL 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 OTHER VISE 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 ENGGNEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. 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.
5. 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.
6• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. 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.
8. 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.
9• NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE
PERMIT FOR THAT PURPOSE.
10. 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 CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE
EXCAVATION.
11. 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.
12. 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.
13. CURVE DATA REFERS TO THE FACE OF CURB,
14. STATIONING REFERS TO THE CENTERLINE OF STREETS 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 NOT€F€CATION 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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER
HOUR.
21. 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..
22. NO TRENCH BAGKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. 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.
24. 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.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER
LATERAL.
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. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY
ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS
SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND
OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
ENGINEER OWNER/DEVELOPER,
LVWLE AND ASSOCIATES, INC. LCD SIERRA CREST, LLC
CONSUI_TTNG CIVIL ENG14EEFIS 1156 N. MOUNTAIN AVE.
AND LAND PLANNERS UPLAND, CA 91786-0670
9302 PITTSBURGH AVE., SUITE 230 PHONE: 909.985.0971
RANCHO CUCAMONGA, CA 91730 CONTACT STACEYSASSAMAN
PHONE: 909.481.6322
FAX: 909.481.6320
CONTACT MARK BERTONE
CITY OF ! A
TRACT NO. 18944
ON -SITE STREET IMPROVEMENT PLANS
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SCALE:1 "=200'
NORTH SOUTH
OR OR
WEST EAST
R/W R/W
64'
32' CL 32'
12' 20' 20' 12'
0.5' S' PROP. 5' �0.5'
6 AC PVM'T. `O
PAD 2.0% 2.012.0%
2.0i PAD
PROPOSED 1 PROPOSED
SIDEWALK PRO O • PROP.
R• SIDEWALK
SERVANDO SANDOVAL LANE RED TAIL LANE
RNA DRIVE, OUIROGA DRIVE MONARCH DRIVE. CONDOR AVENUE
T1=5.5
TO SC
CITY OF FONTANA UTILITY NOTIFICATION LIST
SEWER: CABLE: ELECTRIO
CITY OF FONTANA TAE WAM CABLE 80UIt M CAL.FOFMA L COMPANY
8353 SIERRA AVENUE 1205 DUPONT AVENUE 7951 REDWOOD AVE.
FONTANA, CA 92335 ONTARIO, CA. 91761 FONTANA, CA. 92336
PHONE: 909,350.6632 PHONE: 909.390.4738 PHONE: 909.357,6221
GAS TELEPHONE WATER.
SOUrtEM CALFOFH+HA GAS COWANY AT+T WEST VALLEY WATER D6IPoCT
16231 VALLEY BLVD. 11464 TELEGRAPH ROAD 855 W. BASELINE ROAD
FONTANA, CA 92335 SANTA FE SPRINGS, CA 90670 RIALTO, CA 92377
PHONE: 909.428.8411 PHONE: 714.666.5415 PHONE: 909.875.1361
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11 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
< C.L. CENTERLINE V VERTICAL DEPTH
vy E.P. EDGE PAVEMENT C. END CURVE
E.(590.69) EXISTING ELEVATION
1
69
E.G. EDGE GRADE 590 PROPOSED ELEVATION
� I[590.691 I E.V.C. END VERTICAL CURVE FUTURE ELEVATION
I �
r F.L. FLOW LINE ' S
F.S. FINISH SURFACE LOPE 2} MAX.
G.B. GRADE PAVEMENT
H.P. HIGH POINT
® RE REMOVAL
1 INV. INVERT
O.C. ON CURVE ® GRIND
P.C.C. PORTLAND CEMENT CONCRETE EDGE OF PAVEMENT
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NORTH SOUTH
OR OR
WEST EAST
R/W R/W
68'
34' CL 34'
12' 22' 22' 12'
0.5' 5' PROP. 5' j0.5'
AC PVM'T.
L
O
PAD 2. 2.0% 2.0% 2.07I PAD
PROPOSED
PROPOSED C&G ' PRO SIDEWALK
SIDEWALK
SANDOVAL LANE AND MANGO AVENUE
T1-5.5
NOT TO SCALE
NORTH SOUTH
R/W R/W
68'
34' CL 34'
12' 22' 22' 12'
PROP.
5.5' 6.5' AC PVM'T. 5' 10.5'
O� `O PAD 2.07 O 2__0% 2.07 2`4% [PAD
PROP. PROPOSED
PROPOSED C&G PROP.
SIDEWALK C&C SIDEWALK
EXCHANGE CLUB LAIC
T1=5.5
NOT TO SCALE I BENCH MARK: BM 86-7
VKNW
N0 WP
CONSFRWWN NOTES
CONSTRUCT 4" AG PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
Q CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
® CONSTRUCT 4" P.G.C. SIDEWALK PER CITY STD PLAN NO. 1006.
O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16')
CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
0 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003.
SEE SHEET 11 FOR DETAILS.
Q� INSTALL STREET NAME SIGN PER CITY STD. NO.4003.
l?J INSTALL STREET LIGHT 41W LED, COBRAHEAD PER CITY STD. PLAN NO. 404.
10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND.
11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000.
27
5,636 TONS
11,616 L.F.
18 EA.
49,772 S.F.
179 EA/33,563 S.F.
4,330 S.F.
14 EA.
13 EA.
20 EA.
4 EA.
27 EA.
35 EA.
11 EA.
PRIVATE ENM EER'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 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.
RECORD DRAWING
04/20/2020