HomeMy WebLinkAbout3759-1GENERAL NOTES FOR STREET /MPROVSMENT PLANS.•
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STNNDARO PLANS, THE CONTRACT PROWS/ONS AND
THE STANDARD SPE C/FICA77ONS FOR PUBLIC WORKS CONSTRUCT/ON ("GREEN BOOKS ALL REFERENCE SPEC/F/CAT7ONS AND STANDARDS
SHALL BE THE LATEST EDIT/ON UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT /S FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOL VED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK, THE CONTRACTOR SHALL /MMED/ATFL Y REPORT SAID
CONFLICT TO THE CITY ENG/NEER FOR RESOL UT/ON.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE C/TY ENG/NEER.
4. CONSTRUCTION PERM/T5 SHALL BE OSTA/NED FROM THE C/TY OF FONTANA COMMUN/TY DEVEL OPMENT DEPARTMENT, ENG/NEER/NG D/VIS/ON
PR/OR TO THE START OF ANY WORK. INSPECTION COORD/NA TION SHALL BE RENUE57ED A T LEAST TWO WORKING DA YS PR/OR 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 NDN-METR/C ED/TION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENG/NEER.
i
6' 'IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DEL/N/ATORS OR OTHER TRAFFIC CONTROL DEVICES AT
ALL TME -5.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH
FROM THE CAL/FORN/A STATE DIW51ON OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVAT/ONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF
THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQU/REMENTS OF THE DN/S/ON OF INDUSTRIAL SAFETY OF THE STATE OF
CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EX/STS FOR GROUND MOVEMENT.
9. NO MATER/AL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERM/T FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMA TION, HOWEVER, /T SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVAT/ON OF ANY EXIST/NG UTIL/TIES, AND TO
EXERCISE PROPER PRE CAUT/ON TO AVIOD DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCT/ON WITH ALL UTILITY COMPANIES INCLUD/NG, BUT NOT LIMITED TO, GAS, TELEPHONE,
ELECTR/C, CABLE TELE WSION, LANDSCAPING, LANDSCAPE /RR/GAT/ON, DOMESTIC WATER, RE-CLAIMED WATER, SEWER, STORM DRAIN, FLOOD
CONTROL AND CAL TRANS. ALL UT/L/TY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THE /R FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY f/RE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHOR/ZAT/ON.
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VAL VE OPERATION AND WATER REOU/REMENTS:
1.3. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATION/NG REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERW/SE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRE SERVAT/ON OF BENCHMARKS AND CONSTRUCTION CONTROL
STAK/NG DURING CONSTRUCT/ON.
16. THE CONTRACTOR SHALL NOT DISTURB EX/STING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PR/OR NOTIFICATION
TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS MONUMENT 77ES AND BENCH MARKS,
SHALL BE DONE BY A REG/STERrD C/V/L ENG/NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A
RESUL T OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PR/OR TO CONSTRUCTION
SO THAT TIES TO MONUMENTS CAN BE- ESTABL/SHED FOR LATER REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MIN/MUM 12 FOOT LANE SHALL
BE MA/NTA/NED AT ALL TIMES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PRO VIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WA TERING, AT ALL
TUE S.
20. ALL GRAD/NG OPERATIONS SHALL BE- DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA TED MATERNAL, MUD, SIL T OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE
PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PR/OR WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. A GEOTECHNICAL ENG/NEER SHALL CERT/FY ALL BACKF/LL COMPACTION. FAILURE TO OBTAIN THE REOU/RED DENS/TY SHALL REWIRE
RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENS/TY /S OSTA/NED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SHALES FROM UNDERMINING STREET IMPROVEMENTS: UPON INSPECTION
OF THE SITE, THE CITY ENG/NEER MAY REQUIRE TEMPORARY NON-ERODEASLE SHALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE FINAL L OCA TION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCT/ON AND SHALL
CONFORM TO THE C/TY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N 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 UT/L/TIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30. APPROVED SO/L STERILANT /S REQU/RED UNDER ALL NEW ASPHAL T PAVEMENT PRIOR.
TO PLACEMENT
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUB✓ECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS
DETERMINED BY SO/LS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A. C. PA VEMENT AND/OR BASE COURSE MATERNAL FOR STRUCTURAL STREET SECT/ONS SHALL BE RECOMMENDED
BY A GEOTECHN/CAL REPORT AND SUBMITTED TO THE C/TY OF FONTANA FOR APPROVAL UPON COMPLET/ON OF ROUGH GRADING.
3..3.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FIN/SHED GRADE BY THE PA V/NG CONTRACTOR
UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCT/ON, CONTRACTOR SHALL RESTORE ALL SIGNING STRIPING, BARRICADES, AND OTHER TRAFF/C CONTROL
DEVICES TO THE SATISFAC71ON OF THE C/TY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCT/ON TO THE
SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL PROVIDE
RECORD DRAW/NGS TO THE C/TY ENG/NEER.
DIG ALERT
T 0 L L F R E E
1-800-227-2600
48 HOURS BEFORE YOU DIG
REVISIONS
CITY OFFO/VTA/�1,4
STREET IIWPR 0 VEIVEN T PLA/i1
6126 COOPER A VE.
INDEX MAP
NTS
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF
THE DATE OF APPROVAL SHOWN HEREON AND CARRIED
FORTH IN A DILIGENT MANNER, THE C/TY ENGINEER MAY
REQUIRED REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITHIN C/ND/77ONS AND STANDARDS
IN EFFCT.
NOT/CE TO CONTRACTORS
/ND EX
SHEET NO.
1
2
OWNER IDE VEL OPER
AZ/TA ASQAGHI
2126 COOPER ST
FONTANA, CA
(714 225-1321
LEGAL DESCRIPTION
BEING A SURVEY OF A PORT/ON OF
LOT 74 OF TRACT NO. 2177
RECORDED IN MAP BOOK 31 PAGE
51 OF MAPS ON RECORD IN THE
COUNTY OF SAN BERNARDINO,
STATE OF CALIFORNIA
ASSESSORS PARCEL NO.
SHEET TITLE
226-181-270
COVER SHEET TO TA A CREA GE
STREET IMPROVEMENT PLAN 0.4 ACRE -
RA 5/5
CRE
BAS/S OF SEA RING
THE CENTERLINE OF COOPER AVENUE BEING
N 00'04'00"W AS SHOWN ON TRACT 2177
RECORDED IN MAP BOOK 31 PAGE 51 OF
MAPS ON RECORD IN SAN BERNARD/NO
COUNTY.
BA 5/5 OF ELEVA TION
CITY OF FONTANA BENCHMARK 624
TOP OF FIRE HYDRANT AT THE
NORTHWEST CORNER OF COOPER
_ AVE. AND CARTER ST. _
ELEVATION = 1538.62
CONTRACTOR SHALL POTHOLE AT THE TIE-IN STATIONS AND AT ANY OTHER PO/NTS OF POTENT/AL CONFLICTS
WITH UNDERGROUND FAC/L/T/ES BEFORE STARTING CONSTRUCT/ON. EX/ST/NG SUBSURFACE UTIL/TY DATA ON
DRAW/NGS WERE COMPILED FROM INFORMAT/ON FURNISHED BY VARIOUS SOURCES. NEITHER THE ACCURACY NOR
THE COMPLETENESS OF THE INFORMATION SHOWN /S GUARANTEED PRIOR TO CONSTRUCTION. THE CONTRACTOR
SHALL VERIFY THE LOCATION AND ELEVATION OF EX/ST/NG WATER MA/NS, GAS MA/NS, SANITARY SEWERS, STORM
DRAINS, ELECTRIC CONDUITS, TELEPHONE L/NES AND ANY OTHER UT/LIT/ES WHICH MAY CONFLICT WITH THE
DES/GN AND CONSTRUCT/ON OF THE PROPOSED IMPROVEMENTS: RIM ELEVATIONS SHOWN ON THESE PLANS
ARE APPROX/MATE ONL Y. THE RING AND COVER SHALL BE ADJUSTED /N THE FIELD TO MATCH THE FIN/SHED
SURFACE OF THE PAVEMENT TO FORM A SMOOTH DRIVING SURFACE. THE CONTRACTOR 15 REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES TO PROTECT ANY UT/L/TY LINES SHOWN AND ANY OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE HELD RESPONS/BLE FOR ALL COSTS
FOR THE REPAIR OF ANY AND ALL DAMAGE TO THE CONTRACT WORK OR TO ANY UTILITY (WHETHER PREVIOUSL Y
KNOWN OR DISCLOSED DURING THE WORA)AS MAY BE CAUSED BY HIS OPERATIONS UT/LIT/ES NOT SHOWN
ON THE DRAW/NG TO BE- RELOCATED OR ALTERED BY OTHERS SHALL BE MAINTAINED BY THE CONTRACTOR.
AT THE COMPLETION OF THE CONTRACT WORK, THE CON7PACTOR SHALL LEAVE ALL UTIL177E-5 AND APPURT-
ENANCES /N A CONDITION SATISFACTORY TO THE OWNERS AND THE C/7 -Y.
UT/L/T/ES
ELECTRIC
GAS
WATER
SEWER
TELEPHONE -
SO. CAL. EDISON CO.
SO. CAL. GAS CO.
FONTANA HATER COMPANY
CITY OF FONTANA
PACIFIC TELEPHONE
ENG/NEER
SAKE EMGM EPS, INC.
400 S. RAMONA AVENUE, SUITE 202
CORONA, CA 92879
(951) 279-4041
SOURCE OF TOPOGRAPHY
LANDMARK SURVEY FEB. 1, 2004
9342 NAR/NA DRIVE
RIVERSIDE, CA 92503
(909) 958-1305
UT/L/T/ES
VERIZON
SOUTH WEST GAS
BEAR VALLEY ELECTRIC
DEPARTMENT OF WATER AND POWER
CHARTER CABLE
(909) 866 377.3
(909) 866 4656
(909 866 4678
(909) 866 5050
1-(877) 246 9591
CONSTRUCT/ON NOTES:
0 -CONST MIN. 4 " A. G OVER 12" MIN. OF 95Z COMPACTED NAT/VE SUBGRADE
2D-SAWCUT & REMOVE EX/ST. A. C.
3O -CONST 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003
5O -CONST 0.10' GRIND & OVERLAY PER DETAIL ON SHT 2, DETAIL 5
6�CONST. RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. 1005
(D -CONST 4" PCC SIDEWALK PER CITY OF FONTANA STD. 1015
(*-REMOVE EX/ST/NG FENCE
ENG/NEER S NOT/CE TO CONTRACTORS
1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS
WERE OSTA/NED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCA T/ONS ARE APPROXIMATE AND SHALL BE CONFIRMED
/N THE FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR /S REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
ANY UT/L/TY LINES SHOWN AND ANY OTHER L/NES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
2. CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS.
UPON INSPECTION OF THE S/TES, THE CITY ENG/NEER MAY REQUIRE TEMPORARY GUN/TE SHALES, ENTER/NG OR
3. ALL AREAS SHALL SLOPE A MINIMUM OF 1. OX TO STREETS DR/VE OR SHALE UNLESS OTHERWISE NOTED.
4. QUANT/TIES SHOWN HERE ARE FOR PLAN CHECK/NG PURPOSES ONLY. CONTRACTOR /S RES'PONS/BLE TO PERFORM
HIS OWN QUANT/TES TAKEOFF.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON51BIL/TY FOR ✓OB SITE CONDITIONS;
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT
THE REQU/REMENTS SHALL APPL Y CONTINUOUSL Y AND NOT BE LIMITED TO NORMAL WORK/NG HOURS- AND THE CONTRACTOR
SHALL DEFEND, INDf UNIFY AND HOLD THE C/TY OF FONTANA AND THE ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN C01 V1 WNTH THE PERFORMANCE OF WORK ON THIS PRO, ECT, EXCEPTING FOR L/ABIL/TY ARISING
FROM THE SOLE NEGLIGENCE OF THE C/TY OF FONTANA OR THE ENGINEER.
ENG/NEERS, INC
iMMIII
ENGINEERING • SURVEYING • LAND DEVELOPMENT
400 S. RAMONA AVE., STE. 202
CORONA, CALIFORNIA 92879
(951) 279-4041 FAX (951) 279-2830
Q�IFESS/p�,\
KB
C053038
�} Exp. 6/30/07
OF
CA
qTF
PREPARED UNDER SUPERVISION OF:
C053038 R.C.E.
DATE4-2 3--01' EXPIRES: 6/30/07
QUANT/TY-S.-
350
S. F.
110
S.F.
60
L.F.
300
S. F.
150
S. F.
300
S. F.
L UMP
SUM
1 ///-%/A // Tv AAA /7
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: SD 6126 COOPER AVENUE SCALE: ," =20'
DESIGNED BY?T77-7
ONTANA, CA DATE: 12/21/04
CHECKED BY: SA P ROV DWG. NO.
/ DATE! %�` 3759 2
ENGINEER R.C.E. 51 152
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