HomeMy WebLinkAbout2875-1GENERAL NOTES
PERCENTAGE
PASSING SIEVES
1 1/2-
2"1
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TRACT NO. 16 J� —1
1
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1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR
1/2"
90-100
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND
N0.4
0-15
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL
SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR
ASTM C 131
TEST GRADING
B
REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
V.C.P.
Dwg. No.
UNLESS OTHERWISE NOTED.
DH RG
Approve CITY EN Nil R r, 111
2875
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT
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DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE
PRIOR APPROVAL OF THE CITY ENGINEER.
PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED
REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
AT MANHOLE WALLS . TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
WTW
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF TILE
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
CITY ENGINEER.
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE
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START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE
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LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
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RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
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5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH
METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL
A PLUG 12 BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS
OF TRAFFIC CONTROLS, LATEST NON—METRIC EDITION UNLESS OTHERWISE
EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3
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DIRECTED BY THE CITY TRAFFIC ENGINEER.
FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL
CURB AT THE LOCATION OF THE SEWER LATERAL.
TIMES.
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE
AND ALL AFFECTED AGENCIES IMMEDIATELY.
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR
OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN
PRIOR TO PAVING OF STREETS.
FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR
GROUND MOVEMENT.
35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
I ME,
PAVEMENT PRIOR TO PLACEMENT.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN TILE PUBLIC RIGHT OF
WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM
OF PAVING.
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION
SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND
THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE
EXCAVATION.
38 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
ENGINEER.
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.
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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
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MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR
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SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
CITY OF FOWMA, UTILITY NOT9CATION LIST
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OPERATION AND WATER REQUIREMENTS.
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE
CITY OF FONTANA PACIFIC BELL CO.
ATTN.: CARLOS NAVARRO ATTN.: VIRGINIA BECKER
OTHERWISE NOTED.
8353 SIERRA AVENUE 3939 E. CORONADO STREET
FONTANA, CA. 92335 ANAHEIM, CA. 92807
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE
(909) 350-6632 (714) 666-5467
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO TILE
PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING
ATTN.: DENNIS FREEMAN (800) 227-2600
DURING CONSTRUCTION.
1981 W. LUGONIA AVENUE
REDLANDS, CA. 92374 COMCAST ( CABLE TV )
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
(909) 335-7547 ATTN.: JACK HAYES
MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
EMERGENCIES: (800) 427-2200 1205 DUPONT AVE.
ENGINEER.
ONTARIO, CA. 91761
SO. CALIF. EDISON COMPANY (909) 390-4738
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
300 N. PEPPER AVENUE
SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE
RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
909820-5598 — UNDERGROUND ATTN.: STEVE HOCK
MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION
909 875-5100 — TRANSMISSION 1400 E. PHILLIPS BLVD.
SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE
213 637-1233 — PIPELINES ONTARIO, CA. 91766
WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE
909 357-6223 — DISTRIBUTION (800) 422-4133
ESTABLISHED FOR LATER REPLACEMENT OF TILE MONUMENT.
800 422-4133
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FONTANA WATER COMPANY
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND
CRAWFORD CANYON MUTUAL WATER CO. ATTN.: MICHAEL J. MCGRAW
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED
ATTN.: BILL VANDERKIEFT, JR. 8440 NUEVO AVENUE
(619) 868-6040
AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY
FONTANA CA. 92235
VEHICLES.
(909) 822-2201
Fax: (909) 823-5046
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF
DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19 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.
CONSTRUCTION NOTES
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF
THE CITY INSPECTOR.
1a—CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. 126
1 EA.
21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.
U CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
18 EA.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE—WORKING OF
(D --CONSTRUCT 4" VCP SEWER LATERAL &, CLEANOUT PER CITY STD DWG NO 125
THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
(SEE GENERAL NOTE N0. 30)
135 EA.
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE,
CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
4,067 L.F.
THE CITY ENGINEER MAY REQUIRE TEMPORARY NONERODEABLE SWALES
ENTERING OR LEAVING IMPROVEMENTS.
o --INSTALL 8" PLUG
2 EA
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
INSTALL BACK FLOW CHECK VALVE
57 EA
AND FINISH TO MATCH EXISTING CONCRETE.
7&-- CONSTRUCT 8" DIP SEWER MAIN
184 L.F.
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR
�8 — SAWCUT REMOVE AND REPLACE EXISTING A.C. PVMT
SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE
AND A.B. PER CITY STD. 131
THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA
180 S.F.
STANDARD DETAIL FOR TERMINAL CLEANOUT.
�— CONSTRUCT 60" PRECAST C'
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co UrKJWgr=A service Alert
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Cad TOLL FREE
1-800
0 227-2600
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J TWO WORKING DAYS BEFORE YOU DIG
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PLANS PREPARED FOR HEVI5K)M Engineer c
No. Approval Date: Api
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTEX HOMES C I ,�,•,?,�y
NOT COMMENCE WITHIN TWO YEARS OF THE BATE OF 2280 WARDLOW CIRCLE
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 150
REVISIONS TO THE PLANS TO BRING THEM INTO CORONA, CA. 92880
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT. (909) 279-4000
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
FOR
TRACT 16085-1
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PERCENTAGE
PASSING SIEVES
1 1/2-
2"1
p
TRACT NO. 16 J� —1
1
—
3/4"
100
1/2"
90-100
3/8"
20-60
N0.4
0-15
NO.8
0-5
ASTM C 131
TEST GRADING
B
Checked By:
a�_
Dwg. No.
(e)Tires 6/30/2004)
DH RG
Approve CITY EN Nil R r, 111
2875
8
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VICINITY
MAP
Project Location
TABLE: 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1/2-
2"1
p
TRACT NO. 16 J� —1
1
—
3/4"
100
1/2"
90-100
3/8"
20-60
N0.4
0-15
NO.8
0-5
ASTM C 131
TEST GRADING
B
Checked By:
Dwg. No.
(e)Tires 6/30/2004)
DH RG
Approve CITY EN Nil R r, 111
2875
8
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TABLE: 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1/2-
2"1
p
TRACT NO. 16 J� —1
1
—
3/4"
100
1/2"
90-100
3/8"
20-60
N0.4
0-15
NO.8
0-5
ASTM C 131
TEST GRADING
B
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
1"
6MIN.
MAX. I—i0"M
0 MAX.
6" MAX SIZE NATIVE
SOIL, COMPACTED 90%
N
Y I 1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
\
\
1 \
\
FUTURE I \
\
CONSTRUCT \
TRENCH
1
1 \\
\
2' \
\
\
\
\
1347.49 \\
INV 8" SEWER \
I \
\
8'X20'1 BOX
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/
/
/
/
/
/
/
/
/
r
/
/
/
/
/
/
/
/
/
/
/
/
/
SECTION A -A
SEWER STATION -10+87.00
SCALE: HORIZ: 1" = 10'
VERT: 1 " = 4'
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN.
10" MAX.
6'' MAX SIZE NATIVE N
SOIL, COMPACTED 90%
IN
RECORD DnrTTX4 Ni"
1/2" CRUSHED �I `
STONE BEDDING w o These Record Documents have been prepared
PER STD. SPECS. 211714 a o based on information provided by others. The
FOR PUBLIC WORKS =1 .;, Design Professional has not verified the accurac
CONSTRUCTION I r. and/or completeness of this information and shall
TABLE 200-1.2(A)
SHOWN BELOW not—i p
not'll responsible for any errors or omissions
8" VCP which may be incorporated herein as a result
c;
TYPICAL BEDDING FOR 8' VCP �`�" =-� / z •� • c
10' OR DEEPER DATE /
Date: BENCHMARK
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
SCALE: 1 " = 2'
Prepared By:
6" MIN.
10" MAX.
1 " MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
N
w o
a o _
8" VCP
TYPICAL BEDDING FOR 8' VCP
LESS THAN 10' DEEP
SCALE: 1 " = 2'
ALLARD ENGINEERING QR°FESS' CITY OF FONTANA CALIFORNIA-
�, k0 Np J. A '9l
NE
Civil Engineering - Land Surveying - Land Planning `�9 �Z
I
I
FF 1347.35
p
TRACT NO. 16 J� —1
Scale:
AS NOTED
i
/
/
/
/
/
/
/
/
/
r
/
/
/
/
/
/
/
/
/
/
/
/
/
SECTION A -A
SEWER STATION -10+87.00
SCALE: HORIZ: 1" = 10'
VERT: 1 " = 4'
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN.
10" MAX.
6'' MAX SIZE NATIVE N
SOIL, COMPACTED 90%
IN
RECORD DnrTTX4 Ni"
1/2" CRUSHED �I `
STONE BEDDING w o These Record Documents have been prepared
PER STD. SPECS. 211714 a o based on information provided by others. The
FOR PUBLIC WORKS =1 .;, Design Professional has not verified the accurac
CONSTRUCTION I r. and/or completeness of this information and shall
TABLE 200-1.2(A)
SHOWN BELOW not—i p
not'll responsible for any errors or omissions
8" VCP which may be incorporated herein as a result
c;
TYPICAL BEDDING FOR 8' VCP �`�" =-� / z •� • c
10' OR DEEPER DATE /
Date: BENCHMARK
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
SCALE: 1 " = 2'
Prepared By:
6" MIN.
10" MAX.
1 " MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
N
w o
a o _
8" VCP
TYPICAL BEDDING FOR 8' VCP
LESS THAN 10' DEEP
SCALE: 1 " = 2'
ALLARD ENGINEERING QR°FESS' CITY OF FONTANA CALIFORNIA-
�, k0 Np J. A '9l
NE
Civil Engineering - Land Surveying - Land Planning `�9 �Z
SEWER IMPROVEMENT PLANS
Drawn By:
DEA/WF
p
TRACT NO. 16 J� —1
Scale:
AS NOTED
o 7
8253 Sierra Avenue N �� �p
Fontana, California 92335 III 36052 I
UJ 177
(909) 356-1815 Fax (909) 356-1795 a= Exp.
Designed By:
Date:
((
J ' C(&(-�a • Ei/ S�qT
WF/JF
MAY, 2001
CIVIL ���
H and J. Allard, A.C.E. 36052 Date F OF �FO�
CAL
Checked By:
Dwg. No.
(e)Tires 6/30/2004)
DH RG
Approve CITY EN Nil R r, 111
2875
8
Filename: M:\DWG\12704\PHASE-1\SEWER\SWR—