HomeMy WebLinkAbout3813-1GENERA L N
1. ALL WORK SHALL BE IN ACCORDANCE W/jrH THESE PLANS, THE CITY OF FON7AN4 STANDARD PLANS, THE CONTR4Cr
PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK-). ALL REFERENCE
SPECIFICATIONS AND STANDARDS S14ALL BE T14F LATEST EDITION UNLESS OT14FRWiSF 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 S41D
CONFLICT TO THE CITY ENIGNEER FOR RESOLUTION.
J. 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. INSPEC77ON 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 CONTR4CTOR SHALL CONFORM TO ALL TWRC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE
STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC ED177ON UNLESS OTHERWISE DIRECTED BY THE
CITY TR4FFIC 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 S4FETY,
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 INDUSTRML
5AFETY 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 OBIAINING A SEPARATE PERA41T FOR
THA T PURPOSE
1 a THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERA41NED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE
RESPONSIBILITY OF THE CONTR4CTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CON7R4C7OR SHALL CONTACT
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTR4CTOR SHALL COORDINATE CONSTRUCTION WITH ALL- UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
TELEPHONE, ELECTRIC, C.4BLE 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 CONTR4CTOR SHALL NOT OPERATE ANY FIRE HYDAANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY
AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER
REQUIREMENTS.
13. CURVE DA TA 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 GR4DES 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 ThAr WILL
BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACIOR 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 MAINIAINED Ar 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.
2a ALL GR4D1NG OPERA77ONS SHALL BE DISCON77NUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERLAL, 114U0, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR
PRIVATE PROPERTY ADJACENT TO 7HE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
2j. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENS17-Y SHALL
REQUIRE RE -WORKING OF THAT POR77ON OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GR,4DES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON
INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPOAARY NON-ERODE4BLE 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 GR4DE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
27. THE SEWER CONTR4CT0R 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 INSIALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
JO. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTUR4L 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 ANDIOR 84SE COURSE AMTERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE
RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLE77ON
OF ROUGH GR4DING
JJ. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE R41SED TO FINISHED GRADE BY THE PAVING
CONTRACTOR UPON COMPLETION OF PAVING.
J4. UPON COMPLETION OF CONSTRUCTION, CONTR4CIOR SHALL RESTORE ALL SIGNING, STRIPING, BARRIMES, AND OTHER
TfiAFFIC CONTROL DEVICES TO THE 5ATISFACRON OF THE CITY 7R4FFfC ENGINEER.
35. CONTR4CTOR SHALL RELOC4TE ANDIOR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
CONSTRUCTION TO THE 5ATISFACTION OF THE CITY ENGINEER
J6. AS -BUILT DR,4WINGS SHALL BE PROVIDED BY THE CONTR4CTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE
RECORD DRAWINGS TO THE CITY ENGINEER
CITY OF FONTANA
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STREET IMPROVEMENT PL,.JNS
AWA CONSTRUCTION NOTES:
1. NOTIFY MR. JOE MIRONE OF M.W.D.S WATER SYSTEM OPERATIONS
GROUP, TELEPHONE (909)776-2664, AT LE4ST TWO (2) WORKING
DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE
VICINITY OF MWOS FACILITIES AND RIGHT-OF-WAY. 80 TH A
2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING,
WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, TRACT
WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS
NO GRE4TER THAN THOSE IMPOSED BY A LOADED CATERPILLAR
657E OR A 666B SCR4PER MAY OPERATE OVER THE PIPELINE, VICINITY AMP
PROVIDED THE GROUND IS ANNTAINED IN A SMOOTH COND177ON NOT TO SCALE
ON BOTH SIDES OF THE PIPELINE.
J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT Lo
PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED
FOR Y.W.D.S REVIEW AND APPROVAL AT L64ST JO DAYS PRIOR
TO CONSTRUCTION.
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4. ALL M.W.D.S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR RK
TO ANY CONSTRUCTION WORK, WHEN A MANHOLE OR OTHER M.W.D.
FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION,
THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. 421900A i Alf#
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CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA PACIFIC BELL CO.
ATIN.- BRIAN WREN AT7N.- NORMA GUILLOr
8J5J SIERRA AVENUE 1265 N. VAN BUREN S7REET
FONTANA, CA 92JJ5 SUI TE 180
(909) J50 -66J2 ANAHEIM, CA 92807
SO. CALIFORNLA GAS COMPANY (714) 666-5401
ATIN: GREG GASPAR COUCASr (CABLE TV)
16231 VALLEY BLVD. AT7N.- JACK HAYES 1205
FONTANA, CA. 92JJ5 DUPONT AVENUE ONTARIO, CA. 91761
(909) 428-8411 (909) J90 -47J8
EMERGENCIES: (800) 427-2200 VERIZON
SO. CALIFORNIA EDISON COMPANY A T7N. S7EVE HOCK
7951 REDWOOD AVE. 1400 E PHILLIPS BLVD.
FONTANA, CA. 92335 POMONA, CA. 91766
(P09) 820-5598 - UNDERGROUND (909) 469-6J27
,pO9)r 875-5100 - TRANSMISSIONS
FONTANA WATER COMPANY
1,T) 6,37-12JJ - PIPELINES AT7N, MICHAEL J. McGRAW
(909) J57- 62JJ - DISTRIBUTION 8440 NUEVO AVENUE
CAAWFORD CANYON MUTUAL WATER CO. FONTANA, CA 92JJ5 (909)
AT7N.- BASIL J. FABRIZIO 822-2201 � FAX: (909)
(909) 463-9580 823-5646 : -
UNDERGROUND SERVICE ALERT I+EST VALLEY WATER DlS77?1CT
(800) 422-41JJ AT77* LON TSAI
855 W BASELINE ROAD
ME7ROPOLITAN WATER DlS7RtCr RIALTO, CA 92377
WATER SYS7EM OPERA77ON GROUP SAN GABRIEL VALLEY
AT7N.- JOE A41RONE MUNICIPAL wATER ois77?lcr
(909) 776-2664 A TIM DAVE JOHNSON
549 EAST SIERRA MADRE AVENUE
P. aBOX 1299
AZUSA, CA. 91702-1299
(909) 969-7911
PRI VA TE ENGINEER "S NO TICE TO CON TRA C TORS
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 U77LIRES EXCEPT
THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY ME4SURES TO PROTECT THE UTIL17-Y LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LMBILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONlR4CT0R AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILIR
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING S4FETY 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 LIA81LITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONIR4CTOR 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 CON7R4CT0R TO N077FY THE ENGINEER OF ANY
DISCREPANCIES. -BEGINNING OF WORK MEANS ACCEPTANCE OF COND/
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GR4DE ALL MANHOLE RIMS, WATER VALVE BOXES,
UTILITY BOXES AND LIDS, ETC.
INDEX MA P
SCALE: 1"-500'
NOTE:
LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS
HAVE NOT BEEN APPROVED. LOCAL STORM DRAIN LINE AND
LATERAL CONNECTIONS MAY CHANGE UPON CITYlf7RE REVIEW
OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR
C17Y REVIEW.
LEGEND
A. C.
A SPHA L 77C CONCRETE
8. C.
BEGIN CUR VE
B. V. C-
BEG. VER 77CA L CUR VE
8. W.
BACK SIDEWALK
C.B.
CA rCH BASIN
C.L.
CEN TERLINE
E. C.
END CURVE
E. P.
EDGE PA VEMEN T
E. G.
EDGE GRADE
E. V C.
END VER 77CA L CUR VE
F. L.
FLOW LINE
F S.
FINISH SURFA CE
G.B.
GRADE BREAK
H.P.
HIGH POIN T
IN V.
IN VER T
ac.
ON CUR VE
GROUND
P. C. C.
POR77-AND CEMENT CONCRETE
(R)
RIDGE LINE
RIW
RIGHT OF WA Y
TAN.
TANGEN T
T C.
TOP OF CURB
W
WD7H
v
VER77CAL DEPTH
(590.77)
INDICATES EXIS77NG ELEVA77ON
590.69
INDICATES PROPOSED ELEVA77ON
lo' FUTURE IMPh
INDICATES SLOPE 2.1
A C PA VEMEN T
REMO VA L
GRIND
N
EDGE OF PAVEMENT
CONSTRUCTION NOTES:
QUANTITIES
(D -CONSTRUCT 6 112" AC ON 12" COMPACTED NATIVE SOIL (959 COMPACTION) 9,758 SF
PER SOILS REPORT RECOMMENDARON.
Q -CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 100J. 210 LF
(2�-CONSIRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015. 1, 050 SF
(�>- CONSTRUCT P.C. C. DRIVE APPROACH PER CITY OF FONTANA STD. PLAN NO. 1005. 252 SF
(��-CONSTRUCT LOCAL DEPRESSION PER APWA SID. JlJ-1, CASE 1 EA
(��-CONSTRUCT CURB OPENING CATCH BASIN PER APW4 STD. JOO-2 I EA
(D -GRIND AND OVERLAY 0. 10 ARN. AS REQUIRED 1 Jo SF
@--ADJUST MANHOLE TO GRADE PER CITY SID. NOS. 109 1 EA
(�-CONSTRUCT BARRICADE PER CITY SID. PLAN NO. 118. 6J LF
&-INSTALL STREET LIGHT 9500 LUMEN HPSV (100 WATT, -110) PER C17 -Y OF FONTANA SID. PLAN NO. 1016. 1 EA
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92 p
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12'
J4' J4'
12'
.5, 5# 6.5'
6.5' 51 .5,
2.1
lo' FUTURE IMPh
OVEMENTS
MAX.
N
EXIST.
2Z-
LEVEL LINE LEVEL LINE
2X*
GROUND
CONC.
FUT CONC.
SIDEWALK
PROP, CONC. FUT CONC.
SIDEWALK
MEET EXIST.
CURB & GUTTER CURB & GUTTER
GROUND
MEET EXIST
CYPRESS AVENUE
GROUND
TYPICAL SECTION
T. L =6.5
STA. 17+00.00 TO 19+00.00
Nor rO TOLE
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