HomeMy WebLinkAbout3259-1GENERAL NOTES
12' 15'
1.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE
26. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS
235'
4.5'
CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL
STA 53+00 TO STA 62+35.00
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR
STA 26+62.53 TO STA 29+18.00
CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS
RESIDENTS AND EMERGENCY VEHICLES.
1.5 F
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE
LINE LINE
0
NOTED.
27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
--
0 EA
RIGHT -OF --WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR.
2.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
TO 7'
AS HO N
FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK.
28, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND
0
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO
SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH
0 SF
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM
fill I-
#-I
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
DESIGNATION 0700 FOR V.C.P.
3.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR
30. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF
i i# l {_ SHORING
WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE
THE CURB AT THE LOCATION OF THE SEWER LATERAL.
APPROPRIATE WATER COMPANY FOR VALVE OPERATION AN WATER
REQUIREMENTS.
31. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR
SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT
4.
STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT
MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY
WHERE OTHERWISE NOTED.
OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT,
5.
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
APPROVED PRIOR TO PAVING OF STREETS.
33. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
FACILITIES AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS.
6.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM
CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY
NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE
ON THE PLANS.
..LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
34. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
CONTRACTOR SHALL CONTACT DIG ALERT AT
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
ALL TIMES.
7.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN
UPON COMPLETION OF PAVING.
ALIGNMENT.
8.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL
36. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H.
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING,
MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
CITY TRAFFIC ENGINEER.
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO
37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
WORK AROUND THEIR FACILITIES,
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
9.
AS -BUILT PLANS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE CITY ENGINEER. THE ENGINEER SHALL CHECK OUT ORIGINAL
38. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
SEWER PLANS AND TRANSFER "AS BUILT" INFORMATION PRIOR
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
TO THE CITY ACCEPTANCE OF THE SEWER SYSTEM.
39. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT
10.
WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS
PRIOR APPROVAL OF THE CITY ENGINEER.
THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE
PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL
40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING IN PLACE,
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR
OR REMOVE AND REPLACE, EXIST UTILITIES WITHIN THE CONSTRUCTION
RESOLUTION.
ZONE AS REQUIRED BY EACH AGENCY OR COMPANY.
11.
APPROVED SOIL STERIL.ANT IS REQUIRED UNDER ALL NEW ASPHALT
PAVEMENT PRIOR TO PLACEMENT.
12.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
13.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
14.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
C" OF FONTANA, UTUTY NOTIFICATION UST
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS
CITY OF FONTANA PACIFIC BELL CO.
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER,
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
8353 SIERRA AVENUE LARRY SIGNAIGO
THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
FONTANA, CA. 92335 3939 E. CORONADO STREET
(909) 350-6632 ANAHEIM, CA. 92807
15.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION
666-5770
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH(714)
CALIF. GAS COMPANY
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
TT
ATTN: DENNIS FREEMAN DIG ALERT
1981 W. LUGONIA AVENUE (800) 227-2600
16.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
REDLANDS, CA. 92374
OF THE CITY INSPECTOR.
(909) 335-7547 ADELPHIA ( CABLE TV }
EMERGENCIES: (800) 427-2200 ATTN: JACK HAVES
17.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD,
1205 DUPONT AVE.
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY
S0. CALIF. EDISQN COMPANY ONTARIO, 91761
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT
300 N. PEPPER AVENUE (909) 390-- 4738
PRIOR WRITTEN APPROVAL.
RIALTO, CA. 92376
909820-5598 - UNDERGROUND VERIZON
18.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
909 875-5100 - TRANSMISSION ATTN: STEVE HOCK
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
213 637-1233 - PIPELINES 1400 E. PHILLIPS BLVD.
909 357-6223 - DISTRIBUTION ONTARIO, 91766
19.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.
800 422-4133 (800) 422-- 4133
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE
RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
FONTANA WATER COMPANY
DENSITY IS OBTAINED.
ATTN: MICHAEL J. MCGRAW
8440 NUE AVENUE
20.
ALL MATERIAL AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
FONTANA CAA .. 92235
CITY ENGINEER.
(909) 822-2201
Fax: (909) 823-5046
21.
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.
22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FOR TRAFFIC CONTROL
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SEE DWG. No. 3062 STAGE 2 SHEETS 2&3 OF 3
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE
SWALES ENTERING OR LEAVING IMPROVEMENTS.
23, IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO NOTE@
THE CITY ENGINEER. RIGHT OF WAY REOUIRED
25. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. PRIOR TO (C"ONNSTRUCTION
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.
No
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EXISTING 21" SEINER
PER DING. No. 1 895
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CONCRETE ENCASEMENT
DETAIL
N.T.S.
NOTE: LENGTH OF PIPE TO BE ENCASED ARE
SHOWN ON THE PLANS
RCB SWR
R/W CL CL
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60'
0
MAX
SOIL,! • ':
i
11
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PER STD, SPECS. - -i-
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CONSTRUCTION i �. _ _
TABLE 200-1.2(A) =l - o
SHOWN BELOW 8" VCPTYPICAL BEDDING FOR 8qCP
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OR DEEPER
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12' 15'
27'
_j6
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0L' 4'
PR�(POSED F.S.
235'
4.5'
I I
,
OF 1STREET -�3.5
STA 53+00 TO STA 62+35.00
,
Fo i �
IMPROVEMENTS �
STA 26+62.53 TO STA 29+18.00
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DAYLIGHT DAYLIGHT
EXIST. GRADE
1.5 F
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LINE LINE
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���COVE� VARIES FROM 4
37ER _PROPOSED
VERTICAL
TO 7'
AS HO N
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9 REMOVE EXISTING SEWER PIPE AND REWORK MANHOLE BASE FOR 18" DIA. PIPE
0
SHORING
10 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT
0 SF
All:
4' 10' 10'
3.5
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BASELINE AVENUE
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12'
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IiIIII-PROPOSED "K -RAIL"
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4 STL. WATER LINE
�� 25 STL. WATER LINE
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SHEET
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DESCRIPTION
TITLE SHEET
STATION
2
SHEET
1
DESCRIPTION
TITLE SHEET
STATION
2
PLAN & PROFILE
STA 50+61.50 TO STA 53+00
3
PLAN & PROFILE
STA 53+00 TO STA 62+35.00
4
PLAN & PROFILE
STA 26+62.53 TO STA 29+18.00
CONSTRUCTION NOTES ES11MATE
1 CONSTRUCT 60" PRE CAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
OF QUANTMES
STAGE 1 STAGE 2
3 EA
4 EA
(MODIFIED DIAMETER)
r0_1\
CONSTRUCT 18" DIP SEWER MAIN
664 LF
1,153 LF
3 CONSTRUCT 18" VCP EXTRA STRENGTH
0 L
0 LF
4 CONSTRUCT 8" DIP SEWER MAINLINE @ S=0.020 WITH 8" PLUG
1.5 F
131 LF
INSTALL 18" PLUG
0
1 EA
6 INSTALL 8" PLUG
EA.
0 EA
RELOCATED BY OTHERS
AS H WN
AS SHOWN
8 --- PROTECT IN PLACE
AS HO N
AS SHOWN
9 REMOVE EXISTING SEWER PIPE AND REWORK MANHOLE BASE FOR 18" DIA. PIPE
0
0 EA
10 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT
0 SF
800 SF
1 1 -TO BE REMOVED
AS SHOWN
0 SHOWN
12 ENCASE 8" DIP SEWER PER DETAIL 1 SHT 1(LENGTH SHOWN ON PLAN)
31.5 LF
5 LF
BEARINGS • ON THESE PLANSARE BASED
ON •UTH LINE OF THE SOUTHEAST QUARTER
OF # ~•SAID LINE ALSO
BEING THE CENTER LINE .
rrNORTH HERITAGE r. AND CHERRY
AVENUA
BEARING::*
;.;
Prepared By: CITY OF NA,- CALIFORNIA
ALLARD
ENGINEERING ' ti
II
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i
AVENUE
8M 51arra Avenuey
j
Fontana, Cahturnis. 92335 DESIGNED BY- FROM ALMERIA A NUE
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YMUE
Raydand I.- Alka, R.C.E. 3&%2 Date CHECKED BY:
DRAWNG NO
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