HomeMy WebLinkAbout3756-1GENERAL 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 OTHE/ WISE 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 ENGINEER FOR RESOLUTION.
J. 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) J50-7610.
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN 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 IN 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 IN 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 SHAT Lw BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE
CATION
LOAND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO
AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDERGROUND SERVICE ALERT AT
1-800-,27-2600 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.
IJ, 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 SD 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 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 IN 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 OR
STREETS.
JO. APPROVED SOILS STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT
J1. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE
BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
J2. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY
TRAFFIC ENGINEER
EXIST. 96' PIPELINE l �+� 1 /. ., , ,. . .,..._. FUTURE 24 W. V W, D. VVATCR LINE
,. CITY OF FONTANA
R.Vd:O.. aSEMLIJT
INDEX MA P
D. CONS TRUCTI
1. NOTIFY MR. JOE MIRONE OF M. W D, 'S WATER SYSTEM OPERATIONS
GROUP, TELEPHONE (909)776--2664, AT LEAST TWO (2) WORKING
DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE
VICINITY OF MWO S FACILITIES AND RIGHT-OF-WAY.
2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING,
WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION,
WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS
NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR
657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE,
PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION
ON BOTH SIDES OF THE PIPELINE.
J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT
PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED
FOR M. W.D. 'S REVIEW AND APPROVAL AT LEAST JO DAYS PRIOR
TO CONSTRUCTION.
4. ALL M. W D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR
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.
CITY OF FONTANA
ADELPHIA (CABLE TV)
SBC
ATTN: BRAIN WREN
ATTN: JACK HAYES
ATTN: JAMES ZIELINSKI
8353 SIERRA AVENUE
1205 DUPONT AVENUE
1265 N. VAN BUREN STREET
FONTANA, CA 92335
(909) .350-6632
ONTARIO, CA. 91761
SUI TE 180
TR. 16872
(909) 390-4738
ANAHEIM, CA 92807
SO, CALIFORNIA GAS COMPANY
PLAN).
(714) 666-5415
ATTN: JACK JARVIS
VE,'IZON
LF
16231 VALLEY BLVD.
ATTN: STEVE HOCK
SAN GABRIEL VALLEY
FONTANA, CA. 92335
1400 E. PHILLIPS BLVD.
MUNICIPAL WATER DISTRICT
( 428-8411
EMERGENCIES (800) 427-2200
POMONA, CA. 91766
ATTN: DAVE JOHNSON
CONSTRUCT JO" R.C.P. STORM DRAIN (D LOAD
(909) 469-6J27
549 EAST SIERRA MADRE AVENUE
SO. CALIFORNIA EDISON COMPANY
LF
AZUSA, CA. 91702-1299
7951 REDWOOD AVE.
FONTANA WATER COMPANY
P.O. BOX 1233
FONTANA, CA. 92.335
(909) 820-5598 - UNDERGROUND
ATTN: MICHAEL J. McGRAW
(909) 969-7911
(909) 875-5100 - TRANSMISSIONS
MICHAEL J. McGRAW
LF
116J7-12JJ - PIPELINES
8440 NUEVO
SHOWN ON
903AVENUE
) 357-62JJ - DISTRIBUTION
FON NA,CA 323J5
LF
0
TEL: (909) 822-2201
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BASIL J. FABRIZIO
FAX., (909) 823-5046
(909) 46J-3580
WEST VALLEY WATER DISTRICT
CONSTRUCT M. H PER A.P. W.A. STD. PLAN ,321-1
WEST SAN BERNARDINO WATER
ATTN: LON TSAI
6
UNDERGROUND SERVICE ALERT
(800) 422-413J
855 W. BASELINE ROAD
EA
RIALTO, CA 92J77
(SEE SHT.
JJ. AS-BULIT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
J4. "THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST A
BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING {NHEN THE DIAL
DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH BEFORE
ORE
IN THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEDDING 20 FEET PER YOU Dl(
SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING JO FEET PER SECOND."
TOLL FREE
J5, MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. A PUBLIC SERVICE BY UNDER
ks
r�
�1
s
t
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE
MATERIAL (1" MAX. SIZE).
1. TRENCH WIDTH SHALL BE CONTROLLI
TO TOP OF PIPE ZONE
2, TRENCH DEPTHS OF GREATER 'THAN
SHALL HAVE ADEQUATE SHORING.
J. CLASS 11 AGG. BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
T
COMPACTION SHALL BE 907° IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
T
STORM DRAIN PIPE
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 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-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
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 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 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.
c ;l �
NOT TO SCALE
I
S.C. FONTANA DEVELOPMENT CORPORATION
1156 N. MOUNTAIN AVENUE
UPLAND, CA. 97785-0670
P, 0, BOX 670
PHONE: (90.9) 985-0971
MARK. 18-17
CONSTRUCTION a
BASIS OF
BRASS CAP IN THE CONCRETE BASE
QTY &
UNIT:
SOUTH r r
,R HIGHLAND, 0.
SHEET
SAN
DESCRIPTION
•• 17-11.
®I 72-1
TR. 16872
OF
CONSTRUCT 42" R.G.P. STORM DRAIN (D LOAD
SHOWN ON
PLAN).
160
LF
0
LF
6
CONSTRUCT J6" R.C.P. STORM DRAIN (D LOAD
SHOWN ON
PLAN),
244
LF
0
LF
STORM DRAIN LINE
CONSTRUCT JO" R.C.P. STORM DRAIN (D LOAD
SHOWN ON
PLAN).
5J
LF
0
LF
LATERAL "F'; "F-3" &°
CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD
SHOWN ON
PLAN).
1464
LF
165
LF
PROFILES
CONSTRUCT 18" R.C.P. STORM DRAIN (D LOAD
SHOWN ON
PLAN).
24J
LF
0
LF
NOT USED
7
CONSTRUCT M. H PER A.P. W.A. STD. PLAN ,321-1
(SEE SHT.
5).
6
EA
0
EA
CONSTRUCT J.S. PER A. P. W A. STD. PLAN JJ 1-2
(SEE SHT.
6).
J
EA
0
EA
CONSTRUCT PIPE CLOSURE TYPE "B" PER SBCFCD S.P. 176A (SEE SHT 5).
2
EA
0
EA
10
CONSTRUCT TRANS. STRUCTURE PER A. P. W A. STD. PLAN J40-1 (SEE SHT. 6).
1
EA
0
EA
11
CONSTRUCT P.C.C. COLLAR PER A. P. W A. STD.
PLAN J80-2
(SEE SHT. 6).
2
EA
0
EA
12
CONSTRUCT C.B. PER A.P. W.A. STD. PLAN JOO-2
(SEE SHT. 6)
AND J 1 J-1 (TO BE CONST ON ST PLANS SEE REF. SHT.
6)
W -
4'
4
EA
0
EA
7° : L � P l � �' 7° PL W =
7'
J
EA
1
0
EA
EAW
=
14'
1
EA
W =
21'
2
EA
0
EA
S.C. FONTANA DEVELOPMENT CORPORATION
1156 N. MOUNTAIN AVENUE
UPLAND, CA. 97785-0670
P, 0, BOX 670
PHONE: (90.9) 985-0971
MARK. 18-17
-1
BASIS OF
BRASS CAP IN THE CONCRETE BASE
SHEET INDEX
THE
SOUTH r r
,R HIGHLAND, 0.
SHEET
SAN
DESCRIPTION
•• 17-11.
SIERRAOF
OF
1
OF
6
TITLE SKEET
E G.
EDGE GRADE
E. V. C.
2
OF
6
STORM DRAIN LINE
LATERAL 'V, "k -i, &
"K-2"&
PROFILES
J
OF
6
STORM DRAIN LINE
LATERAL "F'; "F-1, &
"F-2" &
PROFILES
4
OF
6
STORM DRAIN LINE
LATERAL "F'; "F-3" &°
"F-5" &
PROFILES
5
OF
6
LATERAL ,t _3tI tt�_4
ty t,�,_4A tt &° ')K-5"
PROFILES
AND A. P. W A. DET
6
OF
6
STANDARD A.P. W.A.
DETAILS
S.C. FONTANA DEVELOPMENT CORPORATION
1156 N. MOUNTAIN AVENUE
UPLAND, CA. 97785-0670
P, 0, BOX 670
PHONE: (90.9) 985-0971
MARK. 18-17
-1
BASIS OF
BRASS CAP IN THE CONCRETE BASE
OF
THE
SOUTH r r
,R HIGHLAND, 0.
CL SUMMIT AVE
. ,
SAN
•• 17-11.
SIERRAOF
OF
E. C.
END CURVE
0 , 1428.609
EDGE PAVEMENT
E G.
EDGE GRADE
E. V. C.
END VERTICAL CURVE
r �W I , ♦
FLOW LINE
Yt 1 5.,OF
PREPARED
FINISH SURFACE
G.B.
, i
;��, ASSOCIATES, INC.
r
HIGH POINT
INV.
INVERT
O.C.
No. 62183
760-A S. ROCHESTER AVENUE
9-30-05
ONTARIO, a` 91761
PHONE (9091 937-9151
m
A. C.
ASPHALTIC CONCRETE
B.C.
BEGIN CURVE
B. V. C.
BEG. VERTICAL CURVE
B. W.
BACK SIDEWALK
C, B.
CATCH BASIN
C.L.
CENTERLINE
E. C.
END CURVE
E. P.
EDGE PAVEMENT
E G.
EDGE GRADE
E. V. C.
END VERTICAL CURVE
F L.
FLOW LINE
F. S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
O.C.
ON CURVE
P. C. C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
R%W
RIGHT OF WAY
TAN.
TANGENT
T, C.
TOP OF CURB
W
WIDTH
V
VERTICAL DEPTH
(590.77)
INDICATES EXISTING ELEVATION
590.77
INDICATES PROPOSED ELEVATION
INDICATES SLOPE > 4 : 1
1'
AC PAVEMENT
REMOVAL
GRIND
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