HomeMy WebLinkAbout5111-1February 03, 2015 AEUSER2
CL.
GENERAL 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 SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN
FIVE (5) FEET SHALL ALSO BE 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 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.
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 CONTROLAND 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 TRIS CONSTRUCTION
SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE
WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CM 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 CITY 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 SA ITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR
BALD SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND
SMALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR
V.I.P.
26 NC OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT
PFOR APPROVAL OF THE CITY ENGINEER.
27 SNRT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED
AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28 PRJR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
FAIILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
AP'ROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CCRECTINESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
29 AU 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE
UN,ESS OTHERWISE APPROVED BY THE CITY ENGINEER.
30 TEIMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH
A 'LUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS
EX3T NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3
FET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
31 TH SEWER CONTRACTOR SHALL STAMP AN "5" IN THE FACE OF THE
CUB AT THE LOCATION OF THE SEWER LATERAL.
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PR)POSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
Al' ALL AFFECTED AGENCIES IMMEDIATELY.
33 NC CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
34 AU UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
PRaR TO PAVING OF STREETS.
35 APROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PA'EMENT PRIOR TO PLACEMENT.
36 ALI MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
RASED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION
OF PAVING.
37 UP)N COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
SIMING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
Tl�f. SATISFACTION OF THE CITY TRAFFIC ENGINEER.
38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ESINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
MINER.
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY � FONTANA
8.353 TERRA AVE
FONTA1A, CA 92335
(909) 550-6632
SO. CUE. GAS COMPANY
1981 Y. LUGONIA AVE
REDL AIDS, CA 92374
(909) 535-7967
EMERGNCIES: (800) 427-2200
SO. CIE. EDISON COMPANY
300 N PEPPER AVE
RIALTO, CA 92376
909 320-5598 - UNDERGROUND
909 375-5100 - TRANSMISSION
213 337-1233 — PIPELINES
909 557-6505 — DISTRIBUTION
UNDER ROUND SERVICE ALERT
(800) t22-4133
SOIL` ENGINEER
SOILS ;OUTHWEST, INC.
897 Vil LATA, SUITE N
COLTOI, CA 92324
TEL (99) 370-0474
AT&T
22311 BROOKHURST ST SUITE 203
HUNTINGTON BEACH, CA 92646
(714) 963-7964
SPRINT
2592 DUPONT DR
IRVINE, CA 92612
(800) 659-9698
TIME WARNER CABLE
1500 AUTO CENTER DR
ONTARIO, CA 91761
(909) 975-3439
SUNESYS, LLC
1325 PICO ST 1106
CORONA, CA 92881
(951) 278-0400
FONTANA WATER COMPANY
15966 ARROW BOULEVARD-
FONTANA, CA 92335
(909) 822-2201
DEVELOPER
STRATHAM HOMES, INC.
2201 DUPONT DRIVE, SUITE 300
IRVINE, CA 92612
TEL (949) 833-1554
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
THE EISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES..
SHOW ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO NT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAITIONARY MEASURES TO PROTECT ANY UTILITY LINES
SHOWN AND ANY OTHER
LINES VOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CITY OF FONTANA
TRACT NO. 18825
SEWER IMPROVEMENT PLANS
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LOT "A"
PARK
40
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CONST,UCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONST'UCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE TVD COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF COISTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND ..
PROPEITY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND �..
NOT B: LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
AGREE TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND AL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK DN THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF TH: DESIGN PROFESSIONAL.
UNAUTHORIZED CHANGES AND USES:
THE EIGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, INAUTHORIZED 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 PIANS.
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CONSTRUCTION STAKING NOTICE
INDEX MAP
SCALE 1"=1O'
THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
ALLARD ENGINEERING COMPANY WILL BE PERFORMING THE CONSTRUCTION STAKING FOR
THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM
SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION
STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INCORPORATED
WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH
MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF
ALLARD ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK.
SHEET INDEX
1. — TITLE SHEET
2. — DANTE PLACE (STA. 10+72.00 TO 13+47.37)
PAPER BIRCH LANE (STA. 10+00.00 TO 11+76.67)
3. — GARIBALDI WAY (STA. 10+00.00 TO 17+35.00)
4. — FLORENTINE AVENUE (STA. 16+75.00 TO 21+46.00)
5. — LUCIA LANE (STA. 10+00.00 TO 13+03.00)
MESSINA STREET (STA. 13+43.00 TO 17+76.00)
CONSITMTION NOTES
VICINITY NAP
NTS
QUANT111ES
CONSTRUCT 8. EXTRA STRENGTH VCP SEWER MAN 2268 LF
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 10 EA
CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005 2507 LF
CONSTRUCT BACKWATER CHECK VALVE 26 EA
REMOVE 8" PLUG & CONNECT TO EXISTING SEWER 3 EA
LEGEND
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN.
10" MAX.
6" MAX SIZE NATIVE
SOIL, COMPACTED 90%
6" MIN.
1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
0
3
8" VCP/LIP
MICA BEDONG FOR 8'VCP
LESS THAN 111 DEEP
NTS
.3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN.
10" MAX.
6" MAX SIZE NATIVE
SOIL, COMPACTED 90Z
6" MIN.
1/2" CRUSHED
STONE BEDDING
PER STD. SPECS.
FOR PUBLJC WORKS
CONSTRUCTION
TABLE 200-1.2(A)t
SHINN
8"VCP/DiP
•
1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
z
SEWER LINE
— — 8" S— — EXIST. SEWER UNE
8" Wv WATER MAIN
STORM DRAIN LINE
= FUTURE STORM DRAIN LINE
EXIST. SEWER MANHOLE
O► SEWER MANHOLE
CENTERLINE
FIRE HYDRANT
STREET LIGHT
DIRECTION OF FLOW
RIGHT OF WAY
TYPICAL BEDDING FOR VCP
10' OR DEEPER
NTS
TABLE: 200-1.2(A)
SIEVE SIZE
PASS SIEVES
1 iJ2
_ —
1"
—
fr 314"
100
112"
_ 90-100 ,
318"
20-60 ,
NO.4
0-15
NO.8
0-5
TESTASTM GRA
B
EIRT
TWO WORKING
DAYS BEFORE
l/)
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCFPTION
DATE
ENGR.
CITY
DATE
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:
STRATHAM HOMES, INC
2201 DUPONT DRIVE, SUITE 300
IRVINE, CA 92612
TEL (949) 833-1554
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LIE
OF THE SOUTHEAST QUARTER OF SECTION 10, T1 N., R5W., S.B.M. AS
SHOWN ON RECORD OF SURVEY, R.S. .35/9, BEING: N89.30'06"E
BENCHMARK
CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E.
TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST
ALONG HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION .
Prepared By:
ALLAHU ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16856 Seville Avenue
Fontana, California 92335
(909) 356-1615 Fax (909) 356-17j5
CZ.04/ Z r9" + ,
nd J. Allard, A.C.E. 36052 Date
(expires 6/30/2016)
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY:
HMG/DBW
DESIGNED BY:
D8W
TRACT 18815
TITLE -SHEET
SCALE:
AS NOTED
DATE:
February, 2015
1
CHECKED BY:
JAB
APP "0
CITY ENGINEER
DATE: "Zy•/
R.C.E. 51152
111
5
Filename: I:\Stratham Homes-129\Fontana 25ac\DWG's\MAL DESCH\ sewer\ Phase 2\TR 18825 SEWER 01.dwg