HomeMy WebLinkAbout3996-1GENERAL NO TES
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 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 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 7-0 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)
J50- 76 10.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL. POLICIES, METHODS AND PROCEDURES DESCRIBED IN rHE
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
THA T 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-.9-27-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTIL17-Y 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
REQUIREVENT5.
1J. 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
FHE 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
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 WAFERING,
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 BACKFILL SHALL 7AKE PLACE WITHOUT PRIOR APPROVAL OF THE C17 -Y 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 087AINED.
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 STANOARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCREFE.
27 THE SEWER CONTRACTOR SHALL STAMP AN "S'" IN THE FACE OF THE CURB AT 7HE 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.
JO. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT
J 1, PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REYISION 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 BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE
RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE C17 -Y OF FONTANA FOR APPROVAL UPON COMPLETION
OF ROUGH GRADING.
JJ. 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.
J5. CONTRACTOR SHALL RELOCATE ANDIOR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
CONSTRUCRON TO THE SATISFACTION OF THE CITY ENGINEER.
J6. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE
RECORD DRAWINGS TO THE CITY ENGINEER.
CITY OF FONTANA UTILITY NOTIFICATION LIST rr=== rf--==
CITY OF FONTANA SBC CITY 0 ON TA NA
A TTN.- BRIAN WREN A 77N JAMIS ZIELINSKI
djl5j 51ERMA A VENUE (714) 556-54 75
FONTANA, CA 92JJ5
(909) 350-6632 Cl TR US A V E -N UE
SO. CALIFORNIA GAS COMPANY ADELPHIA (CABLE TV)
ATTN: JACK IARVIS ATTN J4CK HAYES
162JI VALLEY BLVD. 1205 DUPONT AVENUE IMPRO VEMEN TS
FONTANA, CA. 92JJ5 ONTARIO, CA. 91761
(909 428-8411
EMEUNCIES.- (800) 427-2200 (909) J90 -47J8
VERIZON
SO. CALIFORNIA EDISON COMPANY ATTN: JERRY FAUBEL
7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD.
FONTANA., CA. 92JJ5 POMONA, CA. 91766
(�09) 820-5598 - UNDERGROUND
(;909 875-5100 - TRANSMISSIONS (909) 469-6J54
(2 1 T)) 6J7 -12J,3 - PIPEL IN ES FONTANA WATER COMPANY
(909) 357-62,3J - DISTRIBUTION ATTN: MICHAEL d. McGRAW w , Ly
8440 NUEVO AVENUE /?/w VARIES
CRAWFORD CANYON MUTUAL WATER CO. FONTANA, CA. 92JJ5 126' TO 14,
ATTN: BASIL J. FABRIZ10 (909) 822-2207
(909) 46J-9580 FAX: (909) 82J-5046 VARIES
69' - 77'
UNDERGROUND SERVICE ALERT WEST SAN BERNARDINO WATER CO. I
(800) 422-47,3J ATTN: LON TSAI 20' 57'
855 W, BASELINE ROAD BUSBAY
RIALTO, CA 92J77 10, 10,
PRIVA TE ENGINEER s S NO TICE TO CON TRA C TORS it -
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SE4RCH 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 RESPON-
SIBILIn" FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT @PROP.
SHOWN ON THESE DRAWINGS. SIDEWALK
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT,- INCLUDING SAFETY OF ALL PERSONS AND PROPERT)�- 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 WORK.
VICINITY MAP
N. T. S.
4 INDICA TES CONC.
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JAl 26-1814\streets\Citrus Ave\Title Sheet.dwo. 5/23/2006 4:10:13 PM, iv
(D -CONSTRUCT 4" P.C.C, SIDEWALK (W=PER PLAN) PER CITY
OF FONTANA STD. DWG. NO. 10 15. ___
1, 050
S. F
L EGEND A ND
A 88RE VIA TIONS:
Q- CONSTRUCT P.C.C. BUS BAY PER CITY STD. PLAN NO.
1004 AND AS MODIFIED HEREON.
2,802
S. F
A. C.
ASPHALTIC CONCRETE
/Nv. INVERT
B,C.
B. V C.
BEGIN CURVE
BEG, VERTICAL CURVE
O.C. ON CENTER
(;D--SAWCUF & REMOVE EXISTING AC PA VEMEN T
160
S. F
B. W.
BACK SIDEWALK
P.C.C� POR7-LAND CEMENT CONCRETE
C.B.
CA TCH BASIN
(R) RIDGE LINE
(D4 -REMOVE EXISTING CURB & GUTTER.
160
L. F
C.L.
E. C.
CENTERLINE
END CURVE
Rlw RIGHT OF WAY
TA N. TANGENT
(D -REMOVE EXISTING P.C.C. SIDEWALK.
960
S.F.
E. P.
EDGE PAVEMENT
T. C� TOP OF CURB
E. G.
EDGE GRADE
w WIDTH
(�)-SALVAGE & RELOCATE EXISTING SIGNAGE.
1
L.S.
E. V C.
FL�
END VERTICAL CURVE
FLOW LINE
v VERTICAL DEPTH
(ZY-CONSTRUCT FULL -DEPTH A.C. PAVEMENT OVER 957.
FS.
FINISH SURFACE
(590.77) INDICATES EXISTING ELEVARON
COMPACTED NATIVE MATERIAL.
160
S. F
G.B.
GRADE BREAK
590.77 INDICATES PROPOSED ELEVATION
@-PRO TEC T EXIS TING
H.P.
HIGH POINT
>
X 'x
INDICA TES REMO VA L
X N
4 INDICA TES CONC.
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JAl 26-1814\streets\Citrus Ave\Title Sheet.dwo. 5/23/2006 4:10:13 PM, iv