HomeMy WebLinkAbout3508-1GENERAL KOTES 1%
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS
CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
CONSTRUCTION ("GREEN BOOK'. ALL REFERENCE SPECIFICATIONS U IL AOt mK)ffqU%ff%_Jw %§F10cfFfc
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
NOTED. COLOR AND FINISH TO MATCH EXISTING CONCRETE. CARIFOR, TWA
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2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT07 V
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF 41
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO THE CURB AT THE LOCATION OF THE SEWER LATERAL lrllk�Lo L R00 A5(20* lu
PRECEDENCE PROVISIONS IN THE "GREEN BOOK , THE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING A"PEREEw"I"OF174
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FOR RESOLUTION. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
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3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
CITY ENGINEER. APPROVED PRIOR TO PAVING OF STREETS.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING PAVEMENT PRIOR TO PLACEMENT.
PRIOR THE START OF ANY WORK.
INSPECTION
INSPECTION COORR DINATION SHALL BE REQUESTED AT LEAST TWO 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT � a
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY .TRAFFIC ENGINEER.
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. ' 16
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TOP UPON COMPLETION OF PAVING. b 9
PERFORM EXCAVATION � 6
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH v 15 l
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY! ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC -_
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. @"
8- THE WALLS AND FACES F ALL EXCAVATIONS GREATER FIVE
FEEDEPTH SHALL GUARDED BY SHORING, SLOPING OES)
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T N E
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35. CONTRACTOR SHALL. RELOCATE AND/OR REPLACE LANDSCAPING � 5 ` / � I
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION'
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.TO THE SATISFACTION OF THE CITY ENGINEER.
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN °
THE POTENTIAL FOR GROUND MOVEMENT EXISTS. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO 4 '
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGSo 11 12 13 ! '
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR TO THE CITY ENGINEER. b I i
THAT PURPOSE'SHEE
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM CITY OF FONT A. UiR" NOTOCATIO47 UST 3
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE CITY OF FONTANA S.B.C. INC.
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO ATTN: CARLOS NAVARRO ATTN: JANE BLASINGHAM I G/` AcEr. AME -0
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE 8353 SIERRA AVENUE 3939 E CORONADO STREET 2
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT FONTANA, CA 92335 ANAHEIM, CA 92807
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. (909) 350-6632 (714) 666-5500
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL SO. CALIF GAS COMPANY UNDERGROUND SERVICE ALERT'
UTILITY COMPANIES INCLUDING LIMITED T0, GAS, () BUT NOT LIM ATTN: DENNIS FREEMAN 800 227-260016 2.5 2 23
TELEPHONE, ELECTRIC, CAB1981 W. LUGONIA AVENUE
TELEVISION, LANDSCAPING, ,
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, REDLANDS, CA 92374 COMCAST ( CABLE N) - _ _ _ _ _ _ - 11 - -- _ _ _ _ _ _ _ _ _ _ _ _
-------
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY (909) 335-7547 ATTN: JACK HAYES _ -----
--__
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. -- ;-- =1 _ = t --------------
WORK
__-__----WORK AROUND THEIR FACILITIES. ONTARIO, CA 91761 ________________ �___ _r=__ _ -� - --�-----=---_-
SO. CALIF. EDISON COMPANY (909) 390-4738
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER 300 N. PEPPER AVENUE------------------------�------ -----------
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. RIALTO, CA 92376 VERIZON
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER 909 820-5598 - UNDERGROUND ATTN: STEVE HOCK
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 909 875-5100 - TRANSMISSION 1400 E PHILIPS BLVD.
213 637-1233 -PIPELINES ONTARIO, C4 91766
13. CURVE DATA REFERS TO THE FACE OF CURB. 909 357-6505 - DISTRIBUTION (800) 422-4133 V /gid
800 422-4133
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT FONTANA WATER COMPANY
WHERE OTHERWISE NOTED. CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. McGRAW HWEX 14;
ATTN: BASIL J. FABRIZIO 8440 NUEVO AVENUE
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE (909) 463-9580 FONTANA C4 92235 SCALE: I`_-80'
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK (909) 822-2201
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FAX: (909) 823-5046
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION LEGUM
CONTROL STAKING DURING CONSTRUCTION.
INDICATES PROPOSED A.C. PAVEMENT
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO ® INDICATES REMOVE EXISTING A.C. PAVEMENT
THE CITY ENGINEER.
INDICATES OVERLAY EXISTING A.C.PAVEMENT
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE - - - INDICATES CENTERLINE R,
BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. -- INDICATES RIGHT-OF-WAY LINE
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF - - - - INDICATES EXISTING IMPROVEMENTS
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL (1300).- INDICATES EXISTING CONTOUR LINE
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO
THAT TIES TO MONUMENTS CAN BE_ ESTABLISHED FOR LATER °-O STREET LIGHTS
REPLACEMENT OF THE MONUMENT. < DIRECTION OF FLOW
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS bf DETAIL NO. INDICATES LOCATION OF CATCH BASIN DETAIL
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALLR)[ SHEET NO.
BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE P116VATE E G 'S IV077CE TO 00 CTO" :
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
ALL TIMES. 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.
20. ALL GRADING OPERA71ONS SHALL BE DISCONTINUED WHEN SUSTAINED THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
WIND VELOCITIES EXCEED 25 MILES PER HOUR. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE -LQ STREET- , /
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER 7WICAL SEMOM
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. A2,EARP wA y, / c NIAMI L AW.
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED ANDI
PRIOR WRITTEN APPROVAL. CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME T AVENUE
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE N.T.S.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
OF THE CITY INSPECTOR. PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND TIk5j
NOT BE UMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
DENSITY IS OBTAINED. OF THE DESIGN PROFESSIONAL
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWAL.ES
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE VEJAMORM GIMMS AND WE&
BAMS OF B �s5:
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE
SWALES ENTERING OR LEAVING IMPROVEMENTS. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER
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. OF SECTION 35, TAN., R.6W., S.B.M. BEING N.89'47'11"W AS SHOWN ON TRACT
MAP 15655-22, MB. 270/1-3 RECORDS OF SAN BERNARDINO COUNTY
p REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BENCHP�RB
Q SHOULD CONSTRUCTION OF REQUIEW PREPARED FOR:
0TROVERENTS NOT COMMENCE WffM
o TWO YEARS OF THE DATE OF APPROVAL KB HOME CALTRANS BENCHMARK NO. 8-17
SHOSIIN HEREON AND CARRW FORTH IN A 801 CORPORATE CENTER DRIVE BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343
DIALDILIGENT KAMM THE CITY ENGIlVElER MAY N/0 HIGHLAND AVENUE, 0.2 MI. W/0
TWO WORKING 2 RFV. sZ. AIAAIEs PR. =L/ITCE c7. To CARP p o -i SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
BEFORE DAYS BEFORE REQEME REWISIONS TO THE PLANS TO POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG
Y ❑ U DIG YOU DIG Way ANO #UcuEs c7, M McDOWAIELL AVE. BMG TIM I
HIGHLAND AVENUE FROM SIERRA AVENUE
NTO CONFORMANCE WITH (909) 802-1154
TOLL FREE 1-800-227-2600 fZe COC Doc. W 2008 -0//7223 21171-05 CONDITIONS AM STANDAIMIS IN EFFECT FAX (909) 802-1111
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION: 1428.6090
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V[CEv11'Y MAP
N.T.S.
PROJECT
LOCAfl0N
CONSTRUCTION NOTES ES TE OF
QUANTIM
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CONSTRUCT 4" AC PAVEMENT OVER 12" OF 957. COMPACTED NATIVE SOIL
9
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SMIN)
(SEE GENERAL NOTE 31 & 32
774 TONS
2
CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
1,786 LF
3
CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
4 EA
4
CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8'
757 SF
5
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
6,764 SF
6
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
5,460 SF
7
ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
8 EA
8
CONSTRUCT CATCH BASIN PER A.P.WA STD. DWG. NO. 300-2, AS SHOWN ON SHT 4
(WIDTH AS SHOWN ON PLAN)
5 EA
O9
CONSTRUCT LOCAL DEPRESSION PER A.P.WA STD. DWG. NO. 313-1, AS SHOWN ON SHT 4
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(CASE AS SHOWN ON PLAN)
5 EA
10
INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMINAIRE
5 EA
11
IINSTALL STOP SIGN PER CITY STD. DWG. NO. 139.
2 EA
12
INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
3 EA
13
REMOVE EXISTING TRAFFIC BARRICADE
120 LF
14
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT
72 SF
15
GRIND EXISTING A.C. PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY (MIN. 0.1' THICKNESS)
360 SF
16
REMOVE AND REPLACE EXISTING CURB & GUTTER
94 LF
1' 5'
PROPOSED MIN. MIN. _
A.C. PAVEMENT
SAWCUT AND GRIND EXIST.
REMOVE EXISTING EXISTING A.C. PAVEMENT
A.C. PAVEMENT A.C. PAVEMENT (MIN. 0.1' THICKNESS)
AND OVERLAY
(MIN. 0.1' THICKNESS)
W CAL PA ENT JOIN DETAIL
N.T.S.
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
09) 356-1815 Fax (909) 358-1795
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David S. Hammer, A.C.E. 43976 Dat
(expires 6/30/2005)
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RECORD DRAWING
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Q THESIa RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
PURNI HED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
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HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
RESULT THERCOR
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CALIFORNIA
LANDINGS S CIFIC PLAN
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CITY ENGINEER R.C.E. 51152
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