HomeMy WebLinkAbout5190-1February 10, 2015 AEUSER2
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 COITION ("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 DMSION 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 CAUFORNIA 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 DMSION 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 DMSION
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 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 DUCT THE WORK TO THE
PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONST 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, MW), 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 S.NITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR
B/V0 SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND
STALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR
V;.P.
26 M OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT
PFOR APPROVAL OF THE CITY ENGINEER.
27 SPORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED
Al MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28 PFOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
FA.ILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CC?RECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
29 AL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2Z MINIMUM GRADE
UIKESS OTHERWISE APPROVED BY THE CITY ENGINEER.
30 TE'MINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH
A 'LUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS
EXIT NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3
FET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
31 Mt SEWER CONTRACTOR SHALL STAMP AN "5" IN THE FACE OF THE
CUB AT THE LOCATION OF THE SEWER LATERAL
32 IF DUSTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PR POSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AM ALL AFFECTED AGENCIES IMMEDIATELY.
33 NC CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
34 ALI UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
PR)R TO PAVING OF STREETS.
35 APROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
PAEMENT PRIOR TO PLACEMENT.
36 AU MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
RAZED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION
OF PAVING.
37 UP)N COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
SIOIING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
TR' SATISFACTION OF THE CITY TRAFFIC ENGINEER.
38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
EMINEER.
CITY )F FONTANA. UTILITY NOTIFICATION UST
CITY 01 FONTANA
8353 gERRA AVE
FONTAM, CA 92335
(909) 50-6632
SO. CAIF. GAS COMPANY
1981 Y. LUGONIA AVE
REDLANS, CA 92374
(909)r35-7967
EMERGNCIES: (800) 427-2200
SO. CAIF. EDISON COMPANY
300 N. PEPPER AVE
RWJO, CA 92376
909 120-5598 -UNDERGROUND
909 175-5100 -TRANSMISSION
213 137-1233 -PIPELINES
909 57-6505 - DISTRIBUTION
UNDERROUND SERVICE ALERT
(800) X22-4133
FONT/VA WATER COMPANY
15966 kRR0W BOULEVARD
FONTAN►, CA 92335
(909) 122-2201
SOILSENGINEER
SOILS DUTHWEST, INC.
897 VU LATA, SUITE N
COLTON CA 92324
TEL (90) 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 1 106
CORONA, CA 92881
(951) 278-0400
DEVELOPER
STRATHAM HOMES, INC.
2201 DUPONT DRIVE, SUITE 300
IRVINE, CA 92612
TEL (949) 833-1554
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
THE DGTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE OCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THA' ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAU1ONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
LINES TOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRICTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRICTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AID COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CO TRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPER'''. 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 ALJ LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK el THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE DESIGN PROFESSIONAL.
UNAUHORIZED CHANGES AND USES:
THE EMINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UTAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS IUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
CITY OF FONTANA
TRACT NO. 18915
SEWER IMPROVEMENT PLANS
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INDEX MAP
SCALE: 1"=80'
CONSTRUCTION STAKING NOTICE
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.
9t)
C/tC\(c.
FUTURE
DUNCAN CANYON ROAD
SUMMIT
ROAD
AVENUE
210 FREEWAY
CONSTRUCTION NOTES
SHEET INDEX
1. - TITLE SHEET
2. - MILAN PLACE (STA. 10+00.00 TO 14+27.00)
FONTANA
VICINITY MAP
NTS
PROJECT
LOCATION
QUANTIJ1ES
CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN 361 LF
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. N0. 2001 2 EA
CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005 626 LF
REMOVE 8" PLUG 1 EA
3" MAX SIZE NATIVE
SOIL, COMPACTED 95X
6" MIN.
10" MAX.
6" MAX SIZE NATIVE
SOIL, COMPACTED 90%
6" MIN.
1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
0
0
8" VCP/DTP
TYPICAL BEDDING FOR 8' VCT'
LESS THAN 10' DEEP
NTS
TABLE: 200-1.2(A)
SIEVE SIZE
DIAL TWD WORKING
BEFORE �� DAYS BEFORE
YOU DIG
YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
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
DIUCENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PIANS 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 BEARING
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH UNE
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 N0. 8-17 BRASS CAP IN CONCRETE S.C.E.
TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST
ALONG HIGHLAND AVE. FROM SIERRA AVE.
BWATION =1428.6090
Prepared By:
ALLARIJ ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815
al6e.2
Fle`nold R. Allard, A.C.E. 79086
(expires 3/31/2016)
Fax (909) 356-1795
Z///f /5
Date
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PIANS
DRAWN BY:
CV
DESIGNED BY:
DBW
CHECKED BY:
JAB
TITLE SHEET
SCALE:
AS NOTED
DATE:
February, 2015
TE: • Z4-1' /r— 5190
CITY ENGINEER R.C.E. 51152 -/ 2
Filename: I:\Stratham Homes -129\3.5 AC\DWG's\FNS DESIGN\Sewer\TR 18915 SEWER 01.dwg
PERCENTAGE
SIEVES
1 1/2"
_ - ,
1"
-
3/4"
_ 100
lir
_ 90-100 .
3/8"
20-60 ,
NO.4
0-15
N0.8
_ 0-5
ASTM C 131
TEST GRADING
B
DIAL TWD WORKING
BEFORE �� DAYS BEFORE
YOU DIG
YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
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
DIUCENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PIANS 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 BEARING
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH UNE
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 N0. 8-17 BRASS CAP IN CONCRETE S.C.E.
TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST
ALONG HIGHLAND AVE. FROM SIERRA AVE.
BWATION =1428.6090
Prepared By:
ALLARIJ ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815
al6e.2
Fle`nold R. Allard, A.C.E. 79086
(expires 3/31/2016)
Fax (909) 356-1795
Z///f /5
Date
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PIANS
DRAWN BY:
CV
DESIGNED BY:
DBW
CHECKED BY:
JAB
TITLE SHEET
SCALE:
AS NOTED
DATE:
February, 2015
TE: • Z4-1' /r— 5190
CITY ENGINEER R.C.E. 51152 -/ 2
Filename: I:\Stratham Homes -129\3.5 AC\DWG's\FNS DESIGN\Sewer\TR 18915 SEWER 01.dwg