HomeMy WebLinkAbout4204-1NE AL 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 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.
5 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.
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL. DEVICES AT ALL
TIMES.
7 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.
8 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 SAI- E IY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN
FIVE (5) FEET SHALL ALSO RE GUARDED WHEN THE POTENTIAL EXISTS FOR
GROUND MOVEMENT.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF
WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DE ERMINED 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.
11 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.
12 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.
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE
OTHERWISE NOTED.
14 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.
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
ENGINEER.
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE
BY A REGISTERED CML 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.
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 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.
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF
THE CFIY INSPECTOR.
21 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.
22 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-ERODABLE SWALES
ENTERING OR LEAVING IMPROVEMENTS.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO MATCH EXISTING CONCRETE.
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR
SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE
THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA
STANDARD DETAIL FOR TERMINAL CLEANOUT.
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR
BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND
SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR
V.C.P.
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT
PRIOR APPROVAL OF THE CITY ENGINEER.
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED
AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28 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.
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE
UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH
A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS
EXIST NEXT ID THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3
FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE
CURB AT THE LOCATION OF THE SEWER LATERAL.
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AND ALL AFFECTED AGENCIES IMMEDIATELY.
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
PRIOR TO PAVING OF STREETS.
35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAVEMENT PRIOR TO PLACEMENT.
36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION
OF PAVING.
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
ENGINEER.
Fair UTLITY NOTFICATICAI
CITY OF FONTANA
ATTN: BRIAN WREN
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
S0, CALIF. GAS COMPANY
1981 W. LUGONIA AVENUE
REDLANDS, CA 92374
(909) 335-7547
EMERGENCIES: (800) 427-2200
S0. CALIF. EDISON COMPANY
300 N. PEPPER AVENUE
RIALTO, CA 92376
909 820-5598 UNDERGROUND
909 875-5100 - TRANSMISSION
213 637-1233 - PIPELINES
909 357-6505 - DISTRIBUTION
800 422-4133
ADELPHIA
1500 S. AUTO CENTER DRIVE
ONTARIO, CA 91761
(714) 666-5500
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BASIL J. FABRIZIO
(909) 463-9580
S.B.C. INC.
3939 E. CORONADO STREET
ANAHEIM, CA 92807
(714) 666-5500
UNDERGROUND SERVICE ALERT
(800) 422-4133
COMCAST ( CABLE TV )
1205 DUPONT AVE.
ONTARIO, CA 91761
(909) 390-4738
VERIZON
1400 E. PHILIPS BLVD.
ONTARIO, CA 91766
(800) 422-4133
FONTANA WATER COMPANY
ATTN: MICHAEL J. McGRAW
8440 NUEVO AVENUE
FONTANA CA 92235
(909) 822-2201
FAX: (909) 823-5046
PRIVATE a NEER'S NOTICE TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. 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
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE DESIGN PROFESSIONAL
UNA(TIHO
1
CHANCES AND USES
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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LEGEND
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- s u.H. EXIST. SEWER MANHOLE
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CENTERLINE
44) FIRE HYDRANT
STREET LIGHT
--- RIGHT OF WAY
P.U.E. PUBLIC UTILITY EASEMENT
•
3" MAX SIZE NATIVE -
SOIL, COMPACTED 95%
6" MIN.
10" MAX.
6" MAX SIZE NATIVE
SOIL, COMPACTED 90%
8" VCP/DIP
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BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE
BEING NORTH 89'58'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN
MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY.
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TABLE: 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
11.2”
1
-
3/4"
100
1/2"
90-100
3/8" ..
20--60
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PR OJECT
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SOIL, COMPACTED 90%
1/2" CRUSHED
STONE BEDDING
PER STD. SPECS.
FOR PUBLIC WORTS
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN BELOW 8" VCP/DIP
CONSTRUCTION NOTES
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SCALE: 1"=1'
OPTIONAL 1:1 SLOPE OR ADEQUATE SHORING
1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 909:
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TYPICAL BEDDING FOR 8'. VCS''/
' OR DEEPER
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CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. PLAN NO. 2001
CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER
CITY STD. PLAN NO. 2005 (SEE GENERAL NOTE NO. 30)
BACKWATER CHECK VALVE
REMOVE EXISTING SEWER PLUG
ENCASE SEWER PER DETAIL "A" HEREON
Ot1AiV1111E5
2,180 LF
12 EA
55 EA/1900 LF
18 EA
1 EA
20 LF
14 REBAR LONGIT.
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1-800-227-2600
UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
04/
1'
SHOULD CONSTRUCTION OF 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
PREPARED FOR:
YH CITRUS LLC
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CALIFORNIA 91730
(909) 291-7600
FAX (909) 291- 7630
ORIGINAL BENCHMARK
CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
OF BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01, SINCE DESTROYED
SITE BENCHMARK
SW CORNER, SEC. 31, T.1N., R.5W., S.BM.-2" I.P.
WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
ELEVATION 1395.16
Prepared By:
ALLARIJ ENGINEERING
Civil Engineering Land Surveying Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976
(expires 6/30/2007)
CITY OF FONTANA, CALIFORNIA
DRAWN 8Y:
AE
SEWER IMPROVEMENT PLAN
TRACT NO. '17884
TITLE SHEET
SCALE:
AS NOTED
DATE:
SEPTEMBER 2006
APP' ?VED
mrc
CITY ENGINEER
DRAWING NO.:
DATE: ( / 72 c 7
R.C.E. 51152 4204
Filename: M \dwg\ 15935\FINAL DESIGN\SEWER\ 17884-SWRO1.dwg
1