HomeMy WebLinkAbout4906-1GENERAL NOTES
I 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 (wGREEN BOOKN). 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 REFEJ?ENCE TO PRECEDENCE
PROVISIONS IN THE "GREEN BOW, 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 PEJ?MITS 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 ff SHALL BE THE RESPONSIBIL17Y OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL
TIMES.
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVA71ON OR
TRENCH WORK FOR TRENCHES 5 FEET' OR GREATER IN DEPTH FROM THE
CAUFORNIA 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 CAUFORNIA. TRENCHES LESS THAN
FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR
GROUND MOVEMENT.
9 NO MATERIAL OR EQUIPMENT SHAU BE STORED IN THE PUBLIC RIGHT OF
WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10 THE LOCATIONS OF UTILMES SHOWN HAVE BEEN DETERMINED FROM
AVAILABLE INFORMATION, HOWEVER, IT SHU'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.
I I 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 CONSTRUC71ON CONTROL STAKES SHALL BE SEr 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 77ES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
ENGINEER
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTRO4 INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE
BY A REGISTERED CIVIL 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 SHAI.L 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 SHU 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.
25 SANITARY
,ISEIVER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR
13AND SE L TYPE VITRIFIED CLAY PIPE (V.C.P.) WRA 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 AFPROVAL OF THE CITY ENGINEER.
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED
AT WNHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN AUGNMENT.
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
FACIUTIES MID VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APPRO OF CONNECTIONS TO EXISTING FACIUTIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
29 ALL 4" H)USE LATERALS SHAU BE INSTALLED AT A 27a MINIMUM GRADE
UNLESS OTHERIMSE APPROVED BY THE CITY ENGINEER.
30 TERMI ALL 4" HOUSE SEWER LATERALS 3 FEET' INSIDE THE LOT WITH
A PLUG ''2' 13ELOW THE GROUND SURFACE. WHEN PU13LIC UTILITY EASEMENTS
EXIST NET TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3
FEE7 INSI)E THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
31 THE S - "R CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE
CURB AT THE LOCATION OF THE SEWER LATERAL
32 IF EXISTR G UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOS3 IIVJPROVEMENTS� THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AND ALL AFFECTED AGENCIES IMMEDIATELY.
33 NO CONC?ETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HA 1E BEEN PLACED, INSPECTED AND APPROVED.
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
PRIOR TO PAVING OF STREETS.
35 kPPROVEE. SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
RAVEMEN1 PRIOR TO PLACEMENT.
36 kLL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
MISED To FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION
1%
)F FAAN1.7.
37 JPON C()�PLEIICIN OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
31GNING, STRiPING, BARRICADES, AND OTHER TRAMC CONTROL DEVICES TO
THE SATI.SFACTION OF THE CITY TRAMC ENGINEER.
33 �S-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
:'h1f_%1hff._rM
CM OF FO
i
835 SIERRA
AVE
FOKANA, CA
92335
(90) 350-6632
100
SO. CALIF. QS
COMPANY
198 W. LUAANIA
AVE
REDANDS.,
92374
(9011) 335-167
0
EM2GENCIES'
(800) 427-2200
SO. CALIF. EDISON
COMPANY
300N. PEPPER
AVE
RLAVO, CA 9
376
901820-5
98 - UNDERGROUND
90 875-5100
- TRANSMISSION
211
1
637-1233
- PIPELINES
90
357-6505
- DISTRIBU71ON
UNERGROUND
SERVICE ALERT
(801) 422-4133
FOKANA WAIER
COMPANY
159;6 ARRO17
BOULEVARD
FONAN& CA
92-335
(901 822 -I'd
201
AT&T
22311 BROOKHURST ST SUITE 203
HUNTINGTON BEACH, CA 92646
(714) 963-7964
SPRINT
2592 DUPONT OR
IRVINE, CA 92612
(800) 659-9698
TIME WARNER CABLE
1500 AUTO CENTER DR
ONTARIO, CA 91761
(909) 975-3439
SUNESYS, LLC
1325 PICO ST #106
CORONA, CA 92881
(951) 278-0400
VERIZON (TELEPHONE)
1400 E. PHILIPS BLVD.
ONTARIO, CA 91766
(800) 483-4000
S.B.C. INC.
3939 E. CORONADO STREET
ANAHEIM, CA 92807
(714) 666-5500
RMTE ENGINEERS NOTICE TO CONTRACTOR:
THEEXISITTEN E AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ANDIOR STRUCTURES
SHOIN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THEE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO HAT AN) NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT ANDICIR GRADE
OF IiE PRO OSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PREAU770NAL" MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
LINE NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
COUTRUCTIGN CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONTRUCTI PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLI AND C MPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF (ONSTRU ON OF THE PROJECT, INCWDING THE SAFETY OF ALL PERSONS AND
PROIERTY. �I�IS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOTBE LIMf'ED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
AGRES TO EFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
ANDAMU1 MILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
VICIff ON RIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF'HE DESI'7N PROFESSIONAL
ki- I ZIMM UMIKU611UN 1b 1U t1t UUNt IN I-Mbtbs 1Ht (; IMAM THE -.NGIN PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR MLE
SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE FORUNALITHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
THM 150 FEET' FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA PLAb3 MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
STANDARD DEIAIL FOR TERMINAL CLEANOUT.
w
cl a iry OF F
TRACT N
�A
0 N NA
41 3,89
ONwSITE SEWER 1MP!R0:1t,EMENT PLAN
38
zi
M.H. #1
20
I V
AND am
PROPOSED SEWER PER CITY4
OF FONTANA DWG. NO. 4908 In
REV. REVISION DESCFPTION DATE ENGR. CITY DATE
C) SHOULD CONSTRUCTION OF REQUIRED
cq
lr-�: IMPROVEMENTS NOT COMMENCE WITHIN
C)
t- I TWO YEARS OF THE DATE OF APPROVAL
e
f4vvvvvvvvvvvvvvvv~
E SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER
DIAL TWO WORKING THE CITY ENGINEER MAY
cn BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH
TOLL Ff 1-800-227-2600
CONDITIONS AND STANDARDS IN EFFECT
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
POM> 3 SEW -Ek U%r.S oA %E.Fx
DEVELOPER
MERITAGE HOMES
1250 CORONA POINT COURT
SUITE 210
CORONA, CA 92879
(951) 547-8320
10 APN
0228-151-M
VACANT
L APN
H. #8 1,1 114.�. 116 0228-151-02
Rum --7
VACANT
33 32 31 3( 1 1
APN
0228-151-03
VACANT
26 27, 28 z APN
0228-151-04
IM—M VACANT
9b# kRfs M !ffAN
MER Am 0 0 am. g.Z
'm
7' 1 17
APN
T 0228-151-05
M.H. D .1 M.H. J4
r0mffnrffnrE:=3X= &ULLLJ ffimmmua -
QN
0228-151-06
APN
0228-151-07
am
INDEX MAP
SCALE: In-- 160 1
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE, ALSO BEING THE T LINE OF SECTION 36, I.IN.,
R.6W., S.B.M. AS SHOWN ON TRACT 16568, AS RECORDED �IN M.B. 300159L62
-13EING: N 00000'13" E
ORIGINAL BENCHMARK
PREPARED, FOR: CITY OF FONTANA BM 361 1 1
R.R. SPIKE IN PP NO. � 1536697E AT THE SW 6ORNER
MERITACE HOMES OF BASELINE AVENUE AND SULTA14A AVENUE.
ELEVATION: 1365.01, SINCE DESTROYED'
1250 CORONA POINTE COURT
SUITE 210
CORONA, CA 92879 SITE 9ENCHMARK
TEL (951) 547-8320 SW CORNER, SEC. 31,1 TAN., R.5W., S.BM.-2" I.P.
WITH BRASS CAP, C.S.M. AT THE INTERSECTIONi OF
FAX (951) 547-8301 BASELINE AVENUE ANDI CITRUS AVENUE.
aEVAMN U9102
.LEGEND
PERCENTAGE
PASSING SIEVES
I IL2-
SEWER UNE
I
8" S-
EXIST. SEWER LINE
100
WATER MAIN
8" W —
S/8 1,
STORM DRAIN LINE
NO.4
0
EXIST. SEWER MANHOLE
0
SEWER MANHOLE
— —
CENTERUNE
FIRE HYDRANT
STREEr LIGHT
RIGHT OF WAY
CERRMS
scoTr,
E5
�1 Lz>z
9
:E
ki-� kz�
V
VICINITY MAP
NTS
PROJECT
LOCATION
3" MAX SIZE NATIVE
S014 COMPACTED 95%
6* MIN. 60 MIN.
100 MAX. I On MAX.
6'0 1 h MY SIZE INATINVE -111 CN
SOIIL, COMPACTED 90%
In MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90ya
z
ci
L C)
-;VT
8', VcP/D1P
TYPICAL BEDDING FOR 8AVCP
LESS THAN 10DEEP
NTS
3w MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN. 6n MIN.
10" MAX. -I I a I - 10* MAX.
77
22
'' ___ J---. I V
6n W�
..,X SIZE NATIVE
SOIL, COMPACTED 90%
In MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 9 OYO
A
C.4
112* C -,RUSHED
STONE BEDDING
ci
PER STrD. SPECS. c;
4
FOR PLJ8LIC WORKS
CONSTft"%UCTION
f
TA13LE ;200-1.2(A) T
SHOWN 13ELOW 80 VCPIDIP -
TYPICAL BEDDING FOR 8ff VCP
10' OR DEEPER
NIS
TABLE: 200-1.2(A)
CONSTRUOON NOTES ISTIMATE OF QIVANMES
1 C014STRUCT 80 EXTRA STRENGTH VCP SEWER MAIN Is938 LF.
2 CONSTRUCT 48* PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 7 EA.
3 ECONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 1 1 EA.
11405 4
4 CONSTRUCT 4" bOTRA STRENGTH vcP SEWER LATERAL & amoa -4-,28& LF./A-EA.
PER CITY S'TD DWG NO. 2005 (SEE GENERAL NOTE NO. 30) 5 2-1\
*O—BACKWATER CHECK VALVE _--6- EA.
�>_REMOVE 80 SEWER PLUG 1 EA.
Prepared By:
�ss/o
ALLARD ENGINEERING
Civil EnrrinEErina Land SurvEvinrr - Land Planriina
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
I IL2-
I
3140
100
112w
90-100
S/8 1,
20-60
NO.4
0-15
NO.8
0-5
ASTM C 131
TEST GRADING
B
Ag -
DRAWN BY:
8253 Sierra Avenue
DBW
Fontana, California 92335 No. 36052
ul rT7 DESIGNED BY:
(909) 3 Fax (909) 356-1795 cr- Exp. 6/30/12 DBW -
1011 off kP clvl\� 'It' CHECKED BY:
RaylUnd A-All�r��,R.C.E. 36052 Date OF' CAQ DSH
(exFires 6/30/2012)
ON-SITE SEWER IMPROVEMENT PLAN
TMCT NO. 17389 SCALE: AS NOTED
DATE:
YR�3HEIT
SEPTEMBER, 2011
APPR D 7 DRAWING NO.:
DATE: 4906
CITY ENGINEER R.C.E. 51152 Y4