HomeMy WebLinkAbout4043-1GENERAL NOTES
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 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 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
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 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 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.
34. MINIMUM D -LOAD FOR ALL RCP IS 1350.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
CITY OF FONTANA
STORM DRAIN IMPROVEMENT PLANS
TRACT N0 16518
o TTM 13338
23
24
25
26
127
CV
651954
3
STORM DRAIN DETAILS
9-30-07IVI�
00
END VERTICAL CURVE
F.L.
FLOW LINE
F.S.
FINISH SURFACE
G.B.
GRADE BREAK
HGL
HYDRAULIC GRADE LINE
LO
HIGH POINT
INV.
INVERT
L. E.
32
31
30
29
28
P.C.C.
HT.
N0.
2�--�j
RCP
IKInFu
PRIVATE ENGINEERS 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
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 RESPONSIBILITY FOR THE UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY 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
DATE ENGR. CITY DATE BASIS OF BEARINGS:
THE CENTERLINE OF MILLER AVENUE
BEING N89'46'38"E PER M.B. 193/1-2
.0.
BENCH MARK: # 255
LOCATED AT THE INTERSECTION OF
ALDER AVENUE AND MILLER AVENUE
DATE 9/67 ELEV 1358.51 PK NAIL
WEST END SW CURB RETURN
ELEVATION: 1358.51
C'4 � -
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0243-131-48
L
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA PACIFIC BELL CO.
ATTN: BRIAN WREN ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE 3939 E.CORONADO STREET
FONTANA, CA 92335 ANAHEIM, CA 92807
(909) 350-6632 (714) 666-5467
THE GAS COMPANY COMCAST (CABLE TV)
ATTN. GREG GASPAR ATTN: JACK HAYES
16231 VALLEY BLVD. 1205 DUPONT AVENUE
FONTANA, CA. 92335 ONTARIO, CA. 91761
909) 428-8411 (909) 390-4736
MERGENCIES: (800) 427-2200
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK
7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335 ONTARIO, CA. 91766 (909)
(909) 820-5598 UNDERGROUND (800) 422-4133
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 PIPELINES FONTANA WATER COMPANY
(909) 357-6233 DISTRIBUTION ATTN: MICHAEL J. McGRAW
(800) 422-4133 8440 NUEVO AVENUE
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201
ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-504 QPpt:ESSIpNq<
(619) 868-6040 Qk,� e 3esus
UNDERGROUND SERVICE ALERT co
(800) 227-2600 m No. 65195 y
cc 9-30- -0 1 -
OF
OF CAL��O/
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.
�_
JestoY
SHEET No.
DESCRIPTION
1
TITLE SHEET
(cNo.
651954
3
STORM DRAIN DETAILS
9-30-07IVI�
SHEET INDEX
SHEET No.
DESCRIPTION
1
TITLE SHEET
2
LINE "Al " "A" & "B" LATERALS "B" -l" & "B-2"
3
STORM DRAIN DETAILS
4
STORM DRAIN DETAILS
GRANULAR BEDDING FROM /
SELECTED TRENCH SIDE
MATERIAL (1" MAX. SIZE).
SOILS ENGINEER:
ALBUS-KEEFE & ASSOCIATES, INC.
1011 NORTH ARMANDO STREET
ANAHEIM, CA 92806-2606
(714) 630-1626
DEVELOPER:
K. HOVNANIAN/FORECAST HOMES
4240 E. JURUPA STREET, SUITE 402
ONTARIO, CA 91764
(909) 937-3270
wEr.»N.l
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
HGL
HYDRAULIC GRADE LINE
H.P.
HIGH POINT
INV.
INVERT
L. E.
LANDSCAPE EASEMENT
MH
MANHOLE
O.C.
ON CENTER
P.C.C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT OF WAY
SD
STORM DRAIN
TAN.
TANGENT
T.C.
TOP OF CURB
WS
WATER SURFACE
CSPA
CORRUGATED STEEL PIPE ARCH
„tteceRD DIM1114119G,"
TGA
TOP OF STRUCTURAL PVM'T.
SUBGRADE
3" MAX. SIZE NATIVE SOIL
COMPACTED 95%
1:1 SLOPE OR FLATTER
OR ADEQUATE SHORING
90% COMPACTED
NATIVE BACKFILL
6" MAX. SIZE
VICINITY MAP
NOT TO SCALE
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
__ I 1 1 3. CLASS II AGG.BASE ALL TRENCHES
6" MIN. I I I = LESS THAN 100' IN LENGTH.
8" MAX.
III =
III NOTE:
III w COMPACTION SHALL BE 90% IN ALL
m ZONES UNLESS OTHERWISE SPECIFIED.
2 3 TRENCH STABILITY SHALL CONFORM
0 TO CAL -OSHA REQUIREMENTS.
i
m
STORM DRAIN PIPE 7Z0.6'D'
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
1/2 CRUSHED STONE BEDDING.
RCP TRENCH DETAIL
NOT TO SCALE
as
CONSTRUCTION NOTES
III
O1
INSTALL 18" RCP, D -LOAD PER PROFILE
III
LF
Z
INSTALL 24" RCP, D -LOAD PER PROFILE
s
\
LF
O3
INSTALL 30" RCP, D -LOAD PER PROFILE
ti
LF
OCONSTRUCT
PARKWAY DRAIN PER APWA STD. 151-1 (S=42"),
116
LF
III =
IIIIII
III
VICINITY MAP
NOT TO SCALE
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
__ I 1 1 3. CLASS II AGG.BASE ALL TRENCHES
6" MIN. I I I = LESS THAN 100' IN LENGTH.
8" MAX.
III =
III NOTE:
III w COMPACTION SHALL BE 90% IN ALL
m ZONES UNLESS OTHERWISE SPECIFIED.
2 3 TRENCH STABILITY SHALL CONFORM
0 TO CAL -OSHA REQUIREMENTS.
i
m
STORM DRAIN PIPE 7Z0.6'D'
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
1/2 CRUSHED STONE BEDDING.
RCP TRENCH DETAIL
NOT TO SCALE
as
CONSTRUCTION NOTES
QUANTITIES
O1
INSTALL 18" RCP, D -LOAD PER PROFILE
296
LF
O2
INSTALL 24" RCP, D -LOAD PER PROFILE
266
LF
O3
INSTALL 30" RCP, D -LOAD PER PROFILE
310
LF
OCONSTRUCT
PARKWAY DRAIN PER APWA STD. 151-1 (S=42"),
116
LF
SEE DETAIL ON SHEET 3
OCONSTRUCT
MANHOLE PER A.P.W.A. STD. PLAN 322-1,
1
EA
SEE DETAIL ON SHEET 3
OCONSTRUCT
HEADWALL PER CALTRANS STD. D89,
1
EA
SEE DETAIL ON SHEET 4
OINSTALL
CONCRETE FLARED END SECTION PER CALTRANS
1
EA
STD. D9413, PER DETAIL ON SHEET 4
OCONSTRUCT
GROUTED RIP RAP PER PLAN AND
90
SF
PER DETAIL ON SHEET 3
9O
CONSTRUCT 6' DIAMETER BY 25' DEEP MAXWELL CONC. CHAMBER
3
EA
PER DETAIL ON SHEET 4
10
CONSTRUCT 15' WIDE 5" THICK CONCRETE MAINT. ACCESS ROAD
1224
SF
SEE DETAIL ON SHEET 3
11
CONSTRUCT MODIFIED PARKWAY DRAIN PER APWA STD. 150-2
1
EA
PER DETAIL ON SHEET 3 (REPLACE 4" PIPES WITH 4"X14"
RECTANGULAR CAST IRON PIPE, ALHAMBRA A-470 OR
APPROVED EQUAL)
12
CONSTRUCT 20' WIDE, 3.5" THICK CONCRETE SPILLWAY
450
SF
PER DETAIL ON SHEET 3
13
CONSTRUCT CONCRETE BLANKET PER APWA STD. 225-1,
2
EA
SEE DETAIL ON SHEET 4
14
TRENCHING PER CITY OF FONTANA STD. DWG. NO. 1031
-
15
INSTALL TRASH RACK PER 'MODIFIED APWA STD. 361-0 OR
1
EA
APPROVED EQUAL. SEE DETAIL ON SHEET 4
CITY OF FONTANA CALIFORNIA
DEVELOPMENT & ENGINEERING, INC. '
PLANNING AND CIVIL ENGINEERING STORM DRAIN IMPROVEMENT PLANS
DRAWN BY: SCALE:
3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 JAJ TR
16518 AS SHOWN
(909) 581-7212 PHONE (909) 581-7217 FAX
DESIGNED BY: JAJ T I TIS SHEET DATE. APR 2006
CHECKED BY: B DRAWING NO.: 1
MANUEL DE JESUS GONZAL RCE 5195 (EXP. 9-30-07) DATE y- MJG7V;fTrE N ZRC4.E. 51152 DATE 4043 4