HomeMy WebLinkAbout3182-1GENERAL NOTES
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
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR
REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS OTHERWISE NOTED. V.C.P.
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 SEWER IKPI?OVEM
PRIOR APPROVAL OF THE CITY ENGINEER.
FOR
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DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE
1 112 -
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PROVISIONS IN THE "GREEN BOOK; THE CONTRACTOR SHALL IMMEDIATELY
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED
100
B~VEJIE?1'S NOT COM3ff3*CE Wrnfi T
REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
20-60
NO.4
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
0-5
ASTM C 131
TEST GRADING
CITY ENGINEER.
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
TWO YEARS OF THE DATE OF APPROVAL
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
START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 27. MINIMUM GRADE
10370 TRADEMARK STREET
LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
RANCHO CUCAMONGA,
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH
BEFORE ���� DAYS BEFORE
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
CA. 91730
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
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BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL
CURB AT THE LOCATION OF THE SEWER LATERAL.
TIMES.
BRlt1TG TIMM �,O COPIFORHANCE WITH
(909) 477-6715
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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
TOLL FREE 1-800-227-2600
CONpl'j•IQNS AND STANDARDS IN EFFECT
TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE
AND ALL AFFECTED AGENCIES IMMEDIATELY.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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 DIVISION34
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
UOF
OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN
PRIOR TO PAVING
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
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 UTIUTIES 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.
ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR
TO WORK AROUND THEIR FACILITIES.
CITY OF FONTANA, UrNM NOTIFICATION LIST
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER
CITY OF FONTANA PACIFIC BELL CO.
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR
ATTN.: CARLOS NAVARRO ATTN.: VIRGINIA BECKER
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
8353 SIERRA AVENUE 3939 E. CORONADO STREET
OPERATION AND WATER REQUIREMENTS.
FONTANA, CA. 92335 ANAHEIM, CA. 92807
(909) 350-6632 (714) 666-5467
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE
OTHERWISE NOTED.
SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT
ATTN.: DENNIS FREEMAN (800) 227-2600
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE
1981 W. LUGONIA AVENUE
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO TILE
REDLANDS, CA. 92374 COMCAST ( CABLE TV )
PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
(909) 335-7547 ATTN.: JACK HAYES
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING
EMERGENCIES: (800) 427-2200 1205 DUPONT AVE.
DURING CONSTRUCTION.
ONTARIO, CA. 91761
SO. CALIF. EDISON COMPANY (909) 390-4738
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
300 N. PEPPER AVENUE
MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY
(909 820-5598 - UNDERGROUND ATTN.: STEVE HOCK
ENGINEER.
909 875-5100 - TRANSMISSION 1400 E. PHILLIPS BLVD.
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
213 637-1233 - PIPELINES ONTARIO, 91766
909 357-6223 -DISTRIBUTION (800) 422-- 4133
SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE
800 422-4133
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
FONTANA WATER COMPANY
MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION
ATTN.: MICHAEL J. MCGRAW
SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE
8440 NUEVO AVENUE
WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE
FONTANA CA. 92235
ESTABLISHED FOR LATER REPLACEMENT OF TILE MONUMENT.
(909) 822-2201
Fax: (909) 823-5046
17 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.
18 THE DUST CONTROL, CTOR INCLUDINGSHALL
ADEQUATE WATERING,MAINTAIN
AT ALIL EFFECTIVE MEANS OF
CONSTRUCTION NOTES
QUANTITIES
19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILTREMOVE
EXISTING CLEANOUT
1 EA.
OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT
TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN
2O— CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
•g• EA. IO
APPROVAL.
3a— CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO 125
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF
(SEE GENERAL NOTE NO. 30)
58 EA.(1,907 L.F.)
THE CITY INSPECTOR.
4� CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
2036 L.F. -
21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF
5� INSTALL BACKWATER CHECK VALVE
18 EA.
THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
6�- INSTALL SEWER TERMINAL CLEANOUT PER CITY STD. DWG. NO 128
1 EA.
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE,
7� ENCASE 4" V.C.P. SEWER PER DETAIL "A", SEE SHEET 2 OF 4
13 L.F.
THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES
ENTERING OR LEAVING IMPROVEMENTS.
(D_- SAWCUT & REMOVE EXISTING PAVEMENT. REPLACE A.C. PAVEMENT
PER CITY STD DWG NO. 131
97 S.F.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
ga— INSTALL 8" PLUG
+-6. 2
AND FINISH TO MATCH EXISTING CONCRETE.
CONSTRUCT 6" DIP SEWER MAIN
243 L.F.Q
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR
SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE
-- I I REMOVE 8" PLUG / EA.
BASIS OF BEARINGS:
THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA
STANDARD DETAIL FOR TERMINAL CLEANOUT.
Q12—INSTALL MANHOLE FRAME
BEARINGS BASED ON THE WEST LINE OF THE SOUTHWEST ' ONE QUARTER OF
SECTION 36, T. 1 N., R. 6 W., SBB & M BEING N00'06'51"E AS SHOWN
AND COVER, LOCKING TYPE PER
ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 16-20 RECORD OF
A. P W.A. STD 210-2 / EA,
SAN BERNARDINO.
o
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REV•
BEVIBION
DEStRlPflON
DATE
ENGR.
CITY
DATE
sHovLD CONSTRUCTION of REQUIRED
FOR
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1 112 -
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3/4"
100
B~VEJIE?1'S NOT COM3ff3*CE Wrnfi T
PREPARED FOR:
YOUNG HOMES
3/8"
20-60
NO.4
0-15
NO.8
0-5
ASTM C 131
TEST GRADING
B
TWO YEARS OF THE DATE OF APPROVAL
,
SHOWN HEREON AND CARRED FORTH INA
10370 TRADEMARK STREET
DIAL TWO WORKING
DII.ICEIVI' J. THE! CITY ENGINEER MAY
RANCHO CUCAMONGA,
z
BEFORE ���� DAYS BEFORE
REQUIRE REVISIONS TO THE PLANS TO
CA. 91730
A
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(909) 477-6715
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TOLL FREE 1-800-227-2600
CONpl'j•IQNS AND STANDARDS IN EFFECT
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ADDED SHT 4a-, REV SHT 4
VIII #3
INDEX MAP
SCALE. 1"-200'
UNDERGROUND STRUCTURES
1
BASELINE AVENUE
TABLE. 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 112 -
in
3/4"
100
112-
90-100
3/8"
20-60
NO.4
0-15
NO.8
0-5
ASTM C 131
TEST GRADING
B
CHANNEL
Project Location
VICINITY AHAD
NTS
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
M
10" MAX. ION M
MAX.
w ,
y � 6 I I IrM I I I-1
4 REBAR LONGIT.
7.I I= (4 READ)
TIE BAR
O.C. _-
3" CLRI-
TYP
DETAIL 'A'
CONCRETE ENCASEMENT
N.T.S.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
6" MAX SIZE NATIVE
SOIL, COMPACTED 90%
Y ( IN MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
I - �
1/2" CRUSHED
STONE BEDDINGLU
I > 1=
PER STD. SPECS. --�- ` :. I- o N aaa o
FOR PUBLIC WORKS - 01
CONSTRUCTION y
TABLE 200-1.2(A)
SHOWN LEFT
8" VCP/ I �+
DIP
TYPICAL BEDDING FOR 8" VCP/
Q DIP 10' OR DEEPER
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN.
10" MAX.
6" MAX SIZE NATIVE
SOIL, COMPACTED 90%
ALL UNDERGROUND UTIUTIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
UNDERGROUND UTIUTIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES AND/OR STRUCTURES SHOWN, CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
AND ANY OTHER UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION SITE. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS; AND CONSTRUCTION CONTRACTOR FURTHER
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
UNAUTHORIZED CHANGES AND USES WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THF DESIGN PROFFSSIONAI .
ELEVATION: 1365.01
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
Date
David S. Hammer, A.C.E. 43976
(expires 6/30/2005)
QROFESS/CH
��O JPO S. H', q�F
DRAWN BY.
w No. 43976 m JK CGR
* Exp. 6/30/05 * DESIGNED BY.
DA
\C I V I L ��N, CHECKED B
SCF CAL�F� DH
SCALE. 1" = 2'
6" MIN.
10" MAX.
IN MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
It
04z
8" VCP -/ I ,* I
TYPICAL BEDDING FOR 8" VCP
LESS THAN 1W DEEP
SCALE. 1" = 2'
z RE(7(7_- ZD DOCUMENT
These Record Documents have been prepared based
QFkES!S44; on information provided by others. The Design
J�0 S. Ha ��', ; Professional has not verified the accuracy and/or
completeness of this information and shall not be
No. 43976 m respotuible for any errors or omissions which may
Exp. 6-30-09 77"T
herein as a result.
� 48
CMIL �P
�OFCAUf - D TE
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
SCALE.
TRACT NO. 16158DATE: t"-40'
SEPTEMBER, 2002
APPROVED B DRAWING NO.: I
CITY ENGINEER R.E.E. 51152 3182 4
Pename: M.\DWG\15902\SEWER\FINAL—PHASE\SWR-I.DWG