HomeMy WebLinkAbout3535-1GENERAL NO TES
1 ALL WORK SHALL BE /N 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 /S FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK". THE CONTRACTOR SHALL
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR
TO IMPLEMENTING DETOURS.
5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO 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) 350-7610.
6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5
FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9 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.
10 NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
11 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 1-800-227-2600 TWO WORKING DAYS
BEFORE EXCAVATION.
12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 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.
13 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 REQUIREMENTS.
14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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 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 /N 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.
20 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.
21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22 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
OBTAINED.
23 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.
24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY
ENGINEER.
26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND
LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
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.
30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT
31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY
THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
,32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
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CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN.- CARLOS NAVARRO
ATTN: NORMA GUILLOT
8353 SIERRA AVENUE
1265 N. VAN BUREN STREET
FONTANA, CA 92335
SUITE 180
(909) 350-6632
ANAHEIM, CA 92807
24" RCP, D -LOAD PER PROFILE
(714) 666-5401
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTN. GREG GASPAR
ATTN. JACK HAYES 1205
16231 VALLEY BLVD.
DUPONT AVENUE ONTARIO, CA. 91761
FONTANA, CA. 92335
(909) 390-4738
(909) 428-8411
CONST
EMERGENCIES: (800) 427-2200
COMPACTION SHALL BE 909 /N ALL
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VERIZON
SO. CALIFORNIA EDISON COMPANY
ATTN: STEVE HOCK
7951 REDWOOD AVE.
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
POMONA, CA. 91766
(909) 820-5598 — UNDERGROUND
(909) 469-6327
(909) 875-5100 — TRANSMISSIONS
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(213) 637-1233 — PIPELINES
FONTANA WATER COMPANY
(909) 357-6233 — DISTRIBUTION
ATTN: MICHAEL J. McGRAW
0 6'D'
8440 NUEVO AVENUE
FONTANA, CA 92335 (909)FAX.
CRAWFORD CANYON MUTUAL WATER CO.
g22-2201 • (909)
ATTN. BASIL J. FABRIZ/O
823-2201
5046
(909) 463-9580
CHECKED BY
APP OVED BY
WEST SAN BERNARDINO WATER CO.
UNDERGROUND SERVICE ALERT
ATTN: LON TSAI
(800) 422-4133
855 W. BASELINE ROAD
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RIALTO, CA 92377
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34 MIN/MUM D -LOAD FOR STORM DRAIN PIPE /S 1350. Q O REV REVISION DESCR/P710N DATE ENGR C/TY DA 7E
DIAL TW WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
7DLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE
MATERIAL (1" MAX. SIZE).
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OR ADEQUATE SHORING
90% COMPACTED
NATIVE BACKFILL
3" MAX. SIZE
STORM DRAIN DRAIN PIPE i—
GRAN111 R BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
112 CRUSHED STONE BEDDING.
TRENCH DETAIL
NOT TO SCALE
TRUC TION NOTES
QUANTITIES
O1 —INSTALL
NOTES:
36" RCP, D -LOAD PER PROFILE
1. TRENCH WIDTH SHALL BE CONTROLLED
OINSTALL
TO TOP OF PIPE ZONE.
30" RCP, D -LOAD PER PROFILE
2 TRENCH DEPTHS OF GREATER THAN 5
PLEVA TION. 1467.59
SHALL HAVE ADEQUATE SHORING.
24" RCP, D -LOAD PER PROFILE
J. CLASS It AGG.BASE ALL TRENCHES
MIN. TI I =
LESS THAN 100' IN LENGTH.
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CONST
MANHOLE PER APWA STD. PLAN 321-1, SEE SHT.4
COMPACTION SHALL BE 909 /N ALL
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CONST
JUNCTION STRUCTURE PER APWA STD. PLAN 331-2, SEE SHT 4
ZONES UNLESS OTHERWISE SPECIFIED.
III-
REMOVE CSP RISER AND CONSTT, PIPE CLOSURE
TRENCH STABILITY SHALL CONFORM
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STORM DRAIN DRAIN PIPE i—
GRAN111 R BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
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TRENCH DETAIL
NOT TO SCALE
TRUC TION NOTES
QUANTITIES
O1 —INSTALL
WN ON MAP OF TRCENTERLINE OF CITRUS. 1590AV8, FILEDENUE,
7SHOWN
36" RCP, D -LOAD PER PROFILE
113 L.F.
OINSTALL
/N BOOK 271, PAGES 34 THROUGH 39,
INCLUSIVE, OF MAPS, RECORDS OF SAN
30" RCP, D -LOAD PER PROFILE
647 L.F.
PLEVA TION. 1467.59
INSTALL
24" RCP, D -LOAD PER PROFILE
643 L.F.
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18" RCP, D -LOAD PER PROFILE
66 L.F.
CONST
CURB OPENING CATCH BASIN PER APWA STD. PLAN 300-2, SHT 4
8 EA.
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CONST
MANHOLE PER APWA STD. PLAN 321-1, SEE SHT.4
7 EA.
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CONST
JUNCTION STRUCTURE PER APWA STD. PLAN 331-2, SEE SHT 4
1 EA.
DRAWN BY RK
REMOVE CSP RISER AND CONSTT, PIPE CLOSURE
1 EA.
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TYPE "B" PER S B. F. C. D. SP 176A, SEE SHT. 4
6-9)—REMOVE
PORTION OF 30" RCP AND JOIN
1 EA.
10 —f REMOVE PIPE CLOSURE AND JOIN 1 EA.
11 REMOVE & REPLACE AFFECTED SIDEWALK AND LANDSCAPE. 1 L. S.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
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 EXIST/NG UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE
PRECAU770NARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE'
DRAWINGS. THE CONTACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON—
SIBILITY FOR 7HE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS
THE CON7RACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLE7E RESPONSI—
BILITY FOR THE JOB SITE CONDI TIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT• INCLUDING SAFETY 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 ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG
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.
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 CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
LEGEND:
STORM DRAIN LATERAL
STORM DRAIN LINE
CATCH BASIN
SEWER MAIN
SEWER LATERAL
WATER MAIN
WATER SERVICE
SEWER MANHOLE
FIRE HYDRANT
STREET LIGHT
C.B. CATCH BASIN
C.L. CENTERLINE
F. S FINISH SURFACE
G.B. GRADE BREAK
INV. INVERT
VICINITY MAP
N. T. S.
R/W RIGHT OF WAY
. 35,337 -
"Yid 07��
BENCHMARK. No. 615 BASIS OF BEARINGS; � � 1
RAILROAD SPIKE AT INTERSECTION
THE BEARING OF N00' 16 44 "W ALONG
AS
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MR
OF C17RUS AVE AND LOS CECROS
WN ON MAP OF TRCENTERLINE OF CITRUS. 1590AV8, FILEDENUE,
7SHOWN
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AVE, IN POWER POLE N0. 9011E
ON 7HE EAST SIDE OF CITRUS AVE.
/N BOOK 271, PAGES 34 THROUGH 39,
INCLUSIVE, OF MAPS, RECORDS OF SAN
PLEVA TION. 1467.59
BERNA COUNTY, WAS USED AS
MAP.
SIERRA LAIBES SPECIFIC PL
,7HE BASIS S/S OF BEAR/NGS FOR THIS
Prepared Under The Supervision Of :
CITY Y OF FONTANA, "LIFORNIAPREPARED
J
S TORY DRA IN I MPRO VEMEN T PLA NS
IN THE OFFICE
MADOLE AND ASSOCIATES, INC
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DRAWN BY RK
TRA C T 16540y-1-2.9-3&-4
SCALEAS SHOWN
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10601 CHURCH STREET , STE. 107
Expo 9-30-05
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RANCHO CUCAMONGA, CA 91730y
PHONE (909) 948-1311
TIT J ET
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DESIGNED BY-
DA
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SEPT.2003
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CHECKED BY
APP OVED BY
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RC 6218 EXP. 9-30-05
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JA826-1183\storm\SD01.dwg, 02/11/2004 08:53:31 AM, rk