HomeMy WebLinkAbout3865-1GENERAL SEO ER MOTES:
1 ALL WORK S44U BE /N ACCORD C£ WITH IMES£ PUNS, THE CRY OF FONTAN4
STANDARD PLANS, IME C0N7R4CT PROVr_*0NS AND TME STANDW SPECIFCATPONS
FOR PUBLIC WORKS CONSTRUCTION (TREEN BOOK -)ALL REFERENCE
SPECIFK'AT70N3 AND STANQms SHILL BE THE U T EDITION
UNLESS OTHERWISE N07ED.
2 WHEN A 7ECHW CCL CONFLICT IS FOUND 70 EXIST IN TME CANM4CT DOCUAIIENT5 THAT
CAN NOT BE RESOLVED BY REFERENCE 70 PRECEDENCE PROVISIONS IN THE 'GREEN
BOOK, THE CONTRACTOR SHALL 444EDJ47ELY REPORT SAID CONFLICT 70 THE CRY
ENGINEER FOR RESOLU770N.
3 ALL AMTERALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CRY EA NVEER
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CRY OF FONTAAA COMMUNITY DEWE-
LAPMAEWT DEPART EW,, ENGPEERING DMSAON PRIOR 70 THE START OF ANY WORK. WSPECT10N
COOROMTION SHALL BE REQUESTED AT LEAST T11O WORK/MG L14YS PRIOR 70 THE START OF
ANY WORK /N Puar RIGHT-of_w4Y wITH/N 7HE CRY LAMBS GILL (909) 350-7610.
5 THE CONTRACTOR SHILL CANMW TO ALL 7RAfFC CONTROL POLICIES, ACIHODS AND
PROCEDURES DESCRAWD /N THE STATE OF C4UFORNW AANU4L OF TRAFFIC CONTROLS, LATEST
MAN-AVRC EDITION UNLESS OTI#RWIS£ DIRECTED BY THE CRY TRAFFIC ENGINEER
6 IT SH4U BE THE RESPONSIOUTY OF THE CONTRACTOR 70 AWNTAIN SIRRCCADES,
DEL NEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES
7 THE CONTRACTOR SHALL OBTAW A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DMSION
OF I DUSTR14L SAFETY.
8 TIME W4LLS MIO FACES OF ALL EXCAVATIONS GREATER THIN FIVE (5) FEET IN DEPTH
SHALL BE GUARDED BY SHORING, SLAPgMG OF THE GROUND OR OnNER APPROVED AEONS
PURSL4WT 7O THE REQUOM MENTS OF THE DMSION OF INDUSTRAL SAFETY OF THE STATE
OF C4LIFOR Ak TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GU4ROED WHEN
7H£ POTFNINL EXISTS FOR GROUA0 MOVEMEENT.
9 NO A47ERAL OR E00PAIENT SHILL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
06TAO MG A SEPARATE PERMIT FOR THAT PURPOSE.
10 THE LOCATIONS OF LINJ77ES SHOWN HIVE BEEN DETERRAMNED FROM AVAILABLE
INFORAM170MV. HOWEVER, IT SHALL BE THE RESPONSaUTY OF THE CONTRACTOR
To DET£RMWY£, IN THE HELD, 7HE TRUE LOCATION AND ELEVATION OF ANY EXISTING
UTILITIES, AND 7o EXERCISE PROPER PRECAUTION TO AMD A4AMGE THERETO.
THE CONTR4CT0R SHILL CONTACT UNDERf,RIOUNO SERVICE ALERT AT 1-800-227-2600
TWO WORKING 04YS BEFORE EXC4VATXON.
11 THE CONTRAC70R SHALL COOROMT£ CANSTRUCnON W17H ALL UTILITY COMPANIES
1ACLUDWMG, BUT NOT LAWTED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,
LANOSCAPING, LANDSCAPE 07RIGA71ON, DOAMEST C W647ER, RECUTAwED W41ER, SEWER,
STORM DRAIN, FLOOD CONTROL MIO CALTR AS ALL UnLRY COMPANIES SHALL BE
GIVEN TNO WORKING 04YS NOTICE PRO? 70 WORK AROUND 7HE/R FACILITIES
12 THE CONTRACTOR SCALL NOT OPERATE ANY FIRE HYDRANT OR WATER AWN VALVES WITHOUT
APPROPR14TE AGENCY AUTHOR12ATION CONTRACTOR SMALL COORDNW TE W1'TH THE APPROPRIATE
WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS
13 STA7JgI1 m REFERS TO THE CENTEIRLNVE OF SEWER EXCEPT WI}IERE OniIERWSE NOTED.
14 ADE"TF CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER 70 ENABLE
THE CONTRACTOR 710 CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTR4CTOR ShALL
BE RESPONS18LE FOR THE PRESERVATIOV OF BENCHAI4RKS AND CONSTRUCTION CONTROL
STAKING DURNMG CONSTRUCTIION.
15 7HE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT
71ES OR BENCH AORKS WITHOUT PRIOR N071FIGI7ION 70 THE CRY ENGINEER.
16 REMOVAL AND REPIACEACK OF EX/SnNG SURVEY CONTROL, INCLUDING SURVEY
M(YA AWLS, MONUMENT TIES AND BENCH AWRKS, SHALL BE DOME BY A REGISTERED
CML ENGNIEFR OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SMALL BE REPLACED. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER ONE WEEK PRO? 70 CONSTRUCTION SO THAT nES TO MONUMENTS
C4N BE ESTABLISHED FOR LATER REPUCEMtENT OF THE MONUMENT.
17 THE CONTRACTOR SH4LL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUS/NESSE•S AT ALL
71MES A ANNUM 12 HOOT LANE SMALL BE AWNTAINED AT ALL TIMES IN THE CONSTRUCTION
AREA FOR RESIDENTS AND EMERGENCY VENfCLES
18 THE CONTRACTOR SHALL PROVIDE AND AWNTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE I94TERMIG, AT ALL 71 ES
19 THE CONTRACTOR SHALL NOT CRUSE ANY EXCAVATED MNTERML, MUD, SILT OR DEBRIS
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY A .44CENT 70 THE RIGHT -AF -WAY
DURNNG CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL
20 NO TRENCH 84CKFlLL SHILL TAKE PUCE WITHOUT PRIOR APPROVAL OF THE CRY INSPECTOR.
21 A GEOTECHNC& EhC4*ER SHALL CERTIFY ALL 84CKFLL COMPACTOV. FAILURE
70 OBTAIN THE REQUIRED DENSITY SHILL REQUIRE RE -WORKING OF THAT PORTION
OF TNf WORK UN71L THE SPECIFIED DENSITY IS ABTAMfED.
22 CARE SHOULD BE TAKEN 70 PREVENT GR4DES, DITCHES, AND SHALES FROM UNDERMINING
STREET A ONOW EATS UPON NVSPECTION OF TME SITE THE Cm EINGIWER A44Y REQUIRE
TEMPORARY NON-ERODEABLE SOALES ENTERING OR LEAVING IMPROVEMENTS
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH
TO A OCH EX nAOG CONCRETE.
24 /F SEWER COA67RUCTION IS TO BE DONE IN PH4SES, THE CONTRACTOR STALL PROVIDE
A 7FRMMAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE TW 150 FEET FROM THE
DOWN STREAM MOHOLE, SEE CRY OF FONTANN STANDARD DETAIL FOR TERA NWL CLEANOUT.
25 S4N/TARY SEINER LIVES SHI4l.L BE CoAtSTRUCTED OF BELL AND SPIGOT OR 84ND SEAL TYPE
VITRIFIED CLAY PRE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS
OF THE ASTM DESI,IW TION C700 FOR V.C.P..
26 NO OPEN TRENCH SN4LL BE ALLOWED AT THE END OF THE 04Y WITHOUT PRIOR APPROVAL
OF THE CRY ENGINEER.
17 SHORT VCP STUBS WI7H FLEX/BILE COMPRESSION JOINTS SHILL BE USED AT MANHOLE
WALLS TO ALLOW FOR AMNOR DEFLECTIONS NV ALAGIMIENT.
28 PRIOR To CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND
VEWY ELEVATION AND LOCInON OF CANWECTTANS. CRY APPROVAL OF CONNECTIONS
TTI D(lSRMG FACIL/nES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOC4710NS
SHOW ON THE PUNS
29 ALL 4' HOUSE LATERALS SHALL BE INSTALLED AT A 2X ANNIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CRY ENGINEER.
30 1FRAMINATE ALL 4' HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12'
BELOW THE GROUND SURFACE. WHEN PUBLIC UnLflY EASEAVOS EXIST NEXT TO THE
STREET R0IT-0F-W4Y, THE LATERAL SHALL T£RUMTF 3 FEET INSIDE THE LOT AS
MEASURED FROM THE UTILITY EASEMMEW..
31 THE SEWER CONTRACTOR SHALL STAMP AN IS' IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
32 IF EXISTING U7XME5 OR ANY OTHER FACAJnES CONFLICT WITH TH£ PROPOSED
IMPROVEMENTS, THE CONTR4C7OR SCALL NOnrY THE ENGINEER AND ALL AFFECTED
AGENCIES 4440147ELY.
33 MO CONCRETE SHALL BE PLACED UN71L 7HE FORMS AND RE7NIFORCING STEEL HAVE BEEN
PLACED, INSPECTED AND APPROVED.
34 ALL L)NOERCROUND UTIU77ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
TO PAVING OF STREETS
35 APPROVED SOIL SiERRLAN'T /S REQUIRED UNDER ALL NEW ASPh4LT PAVEMENT
36 ALL ANNMOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL 9E RASED
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON C0IMPLETIOMV OF PAVING
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGN/NG,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGREER.
38 AS -BUILT DiRA1WNGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CRY ENG/ME£R.
CITY OF FONTANA
SEWER IMPROVEPSENT PLANS
TRACT 96870
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
ADELPHA (CABLE TV)
ATTN. BRAN WREN
ATTN: JACK HAVES
8353 SIERRA AVENUE
1205 DUPONT AVENUE
FONTANA, CA 92335
ONTARIO, CA. 91761
(909) 350-6632
(909) 390-4738
SO. CALIFORNIA GAS COMPANY
AS SHOW LW M. MLx
ATTN. JACK JARVI'S
VER/ZON
16231 VALLEY BLVD.
ATTN. JERRY PAUB£L
FONTANA, CA. 92335
1400 E. PHILLIPS BLVD.
909 428-8411
ME ENC- (800) 427-2200
POMONA, CA. 91766
(909) 469-6327
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE
FONTANA WATER COMPANY
FONTAW, C4. 92335
909 820-5598 - UNDERGROUND
ATTN. MICHAEL J. MCGRAW
90 875-5100 -TRANSMISSIONS
8440 NUEVO AVENUE
1 637-1233 - PIPELINES
FONTANA, G 92335
90 357-6233 - DISTRIBUTION
TEL: (909) 822-2201
CRAWFORD CANYON MUTUAL WATER CO.
FAX. (909) 823-5046
ATTN: BASIL J. FABRIZIO
(909) 463-9580
WEST SAN BERNARDINO WATER WEST VALLEY WATER DISTRICT
TSN
UNDERGROUND SERVICE ALERT 87TH: LON 55 W. BASELINE ROAD
(800) 422-4133 8
RIALTO, CA 92377
SBC
AT7N: JAMES ZIELINSKI SAN GABRIEL VALLEY
1265 N. VAN BUREN S7REFT MUNICIPAL WATER DISTRICT
SUITE 180 ATTN. DAVE JOHNSON
ANAHEIM, CA 92807 549 EAST SIERRA M ADRE AVENUE
(714) 666-5415 AZUSA, CA. 91702-1299
P.O. BOX 1299
(909) 969-7911
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOC47ION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PREC4U7j0N4RY MEASURES TO PROTECT THE U77LITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LABILITY AND RESPON-
SIBILITY FOR 7HE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC77ON
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, • THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE UM17ED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION W17HI THE PERFORAANC£ OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERITY ALL CONDITIONS AND DIMENSIONS AND SHALL
REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT
OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE
OF COND/TIONS-
CONTRACTOR SHALL COMPLY WITH ALL NP.D.E.S. REQUIREMENTS.
CONTR4CTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE
BOXES, UTILITY BOXES AND LIDS, ETC.
M.114/.D. CONSTRUCTION NOTES.-
1.
OTES.1. NOTIFY MR. JOE M/RONE OF M.W.D. 'S WATER SYSTEM OPERATIONS GROUP,
TELEPHONE (909) 776-2664, AT LEAST TWO (2) WORKING DAYS ( MONDAY
THROUGH THURSDAY ) PRIOR TO ANY WORK IN THE VICINITY OF M.W.D. 'S
FACILITIES AND RIGHT-OF-WAY.
2. EXISTING PIPELINE /S ADEQUATE FOR AASHTO H-20 LOAD/NG, WITH A MINIMUM
4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER,
EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED
CATERPILLAR 657E OR 666B SCRAPER "4Y OPERATE OVER THE P/PEUNE, PROVIDED
THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE.
J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE
USED OVER THE PIPELINE MUST BE SUBMITTED FOR M.W.D.'S REVIEW AND
APPROVAL AT LEAST 30 DAYS PRIOR TO CONSTRUCTION.
4. ALL M.W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY
CONSTRUCTION WORK, WHEN A MANHOLE OR OTHER M.W.D. FACILITY MUST
BE MODIFIED TO ACCOMODATE THE CONSTRUCTION, THE FACILITY
SHALL BE MODIFIED BY M.W.D. FORCES.
LEGEAV
A. C. ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE
B.C. BEGIN CURVE (R) RIDGE LINE
B. V. C. BEG. VERTICAL CURVE R/W RIGHT OF WAY
B. W. BACK SIDEWALK TAN. TANGENT
C.B. CA TCH BASIN T. C. TOP OF CURB
C.L. CENTERLINE w WDTH
E.C. END CURVE V VERTICAL DEPTH
E.P. EDGE PAVEMENT
E. G. EDGE GRADE (590.69) INDICATES EXISTING ELEVATION
E.V.C. ENO VERTICAL CURVE 590.69 INDICATES PROPOSED ELEVATION
F.L. FLOW LINE
F. S. FINISH SURFACE INDICATES SLOPE Z 1
G.B. GRADE BREAK
H.P. HUGH POINT D AC PAVEMENT
INV. INVERT REMOVAL
0. C. ON CURVE XX= GRIND
P.E.-640.0 PAD ELEVA TION
EDGE OF PAVEMENT
\j
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TRA C T 16877
SOUTH PARK UNE
i11
/, CONSTRUCTION NOTES
O1 INSTALL 8" EX7R4 STRENGTH V.C.P. SEWER PER
CITY OF FONTANA STANLIARDS d; REQUIREMENTS
O2 CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FOONTAN4 STD. DWG NO. 20o0 i AND 2c91 (I D - 4+6
O3 INSTALL 4" V.C.P. SEWER LITERAL PER
CITY OF FONTANA STD. DWG NO. 2005.
O4 INSTALL BACKWATER VALVE DEVICE PER CITY OF
FONTANA STDS & REQUIREMENTS ON PRIVATE PROPERTY
O5 REMOVE PLUG AND JOIN EXISTING 8" D.I.P. SEWER
O INSTALL 8" DUCTILE IRON PIPE SEWER
R R
3' MIN.
5' MIN.
RSI y PROP. 4' SIDEWALK 3' MIN.
CURB LINE 5' MIN.
WATER MAIN "
N
SEWER MA/N--\
Oct
VICINITY MAP
NOT TO SCALE
INDEX MA P
SCALE: 1" = 150'
OPAVEA�IEIV I SGRADE
3" MAX. SIZE NATIVE
SOIL COMPACTED 95X
OUANTIT/ES 6" MIN. 6" MIN.
10 MAX 10 MAX.
1,057 LF f` —It -
v''_ 1:1 SLOPE OR FLATTER
8 EAf7
OR ADEQUATE SHORING
1,188 LF
19 EA.
6SOL 94X.
SNATI3 EA NATIVE IVE
COMPACTED 9OX BEDDING COMPACTED
96 LF TO 90X
. 2
8' V.C.P./D.I.P.
ao
1/2" CRUSHED STONE BEDDING a O
PER STD. SPECS FOR PUBLIC
WORKS CONSTRUCTION TABLE
200 1.2 [A] SHOWN
TYP. BEDDEING FOR 8" VCP/Q/P
10' OR DEEPER
NTS
. TM
1. TRENCH WIDTH SHALL BE CON7ROLLE9
TO TOP OF PIPE ZONE.
2. 7RENCH DEPTHS OF GREA TER THAN 5'
Eft qSHALL HAVE ADEQUA 7E SHORING.
k, 1. I N7j %y . CLASS ll AGG. BASE ALL TRENCHES
CO �� sG % LESS THAN 100' IN LENGTH.
to to
LATERAL aWc 3 C 36637 COMPAC77ON SHALL BE 90X IN ALL
* pXpti�10 * ZONES UNLESS OTHERWISE SPECIFIED.
SERVICE METER TRENCH STABILITY SHALL CONFORM
d}�� rm TO CAL -OSHA REQUIREMENTS
5. THE SEWER PLUMBER TO VERIFY THE
/.� UL77MATE BACKFLOW PRE VEN77ON VALVE
1�(/ LOCATION WTH JOB SUPER/N7FNDEN T.
TYPICAL SEWER LATERAL & WATER SERVICE DETAIL
NOT TO SCALE
tfrr1ry
REV RL:HsIOw D'ESCR PMW DATE DcR arY I DA 7r SHOMD CONSTRUCTION OF TIE REOINNED AWROVEMENTS
NOT COACONCE WITMW TWO YEARS OF TIE DATE OF
APPROVAL SHOWN /EREON MAOI CARRED FORTH NM A
DNJGENT NA R, TIE CITY ENGINEER AIA Y REOIRRE
REVISIONS TO THE PLANS TO BRNVG TIEN INTO
COWORKANCE WITH COMTIONS AAV STAWARDS IN EFFECT.
uPDArE c/ry sx4wcI w "u. OcTB. L. •�Id•ro
Prepared Under The Supervision Of
PREPARED AN ThE OFFICE OF
MADOLE AAV ASSOCIATES, AMC.
?W -A ROChESTER AVENUE
ONTARIO, CA 917Q1
PMOIIE 91 927-9151
ate :/D
RC 3QQ37 EXP. -
WEAMLL L IWATSURU
TABLE: 200-1.2 A
BENCH MARK: j 8-17
BASIS OF BEARINGS
1 1 2
ows CAP AV zw cANo%w LASE OF
TME LNC NM39'31OE
IME SOUTH LEG OF AN SLE INNER
ALaw THF a SUMMIT AVE
1
343' NORTH OF HNfimAND, a2 AN NEST
AS SHOW LW M. MLx
0-60
OF SMI SEVAAE RD., 265 AN NEST
16427-1, M.B. 29617-11.
NO. 8
OF SAMA AVE
ELEVATION: 1 1426609
ASTM C 131
TEST GRADING
REV RL:HsIOw D'ESCR PMW DATE DcR arY I DA 7r SHOMD CONSTRUCTION OF TIE REOINNED AWROVEMENTS
NOT COACONCE WITMW TWO YEARS OF TIE DATE OF
APPROVAL SHOWN /EREON MAOI CARRED FORTH NM A
DNJGENT NA R, TIE CITY ENGINEER AIA Y REOIRRE
REVISIONS TO THE PLANS TO BRNVG TIEN INTO
COWORKANCE WITH COMTIONS AAV STAWARDS IN EFFECT.
uPDArE c/ry sx4wcI w "u. OcTB. L. •�Id•ro
Prepared Under The Supervision Of
PREPARED AN ThE OFFICE OF
MADOLE AAV ASSOCIATES, AMC.
?W -A ROChESTER AVENUE
ONTARIO, CA 917Q1
PMOIIE 91 927-9151
ate :/D
RC 3QQ37 EXP. -
WEAMLL L IWATSURU
TABLE: 200-1.2 A
SIEVE SIZE
PERCENTAGE
PS VES
1 1 2
1
3 4
100
1
90-100
0-60
NO. 4
0-15
NO. 8
0-
ASTM C 131
TEST GRADING
B
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
3' MAX. SIZE NA7TVE
SOIL COMPACTED 95X
6" MIN. " MIN.
17 MAX. 0 AMAX.
1:1 SLOPE OR FLAT7E"R
OR ADEQUATE SHORING
6" MAX. SIZE 1 " MAX. SIZE
NATIVE SOIL SELECTED NATIVE
COMPACTED 9OX BEDDING COMPACTED
TO 90X
8' V.C.P.
10' OR DEEPER USE 1/2" p
CRUSHED STONE BEDDING o
PER STD. SPECS FOR PUBLIC
WORKS CONSTRUCTION TABLE .< ;F
200 1.2 [A] SHOWN
TVP. BEDDING FOR 8" NCP/VP
LESS THAN 1E0' DEEP
NTS
z
NOTE.•
LOCA 77ONS OF LINES AND LA 7FRALS AND STREET CONNEC77ONS HAVE
NOT BEEN APPROVED, LOCAL STORM DRAIN LINE AND LATERAL CONNEC77ONS
MAY CHANGE UPON CI TY/f7RE REVIEW OF 7FNTA 77VES ONCE THEY ARE
FORMALLY SUBMITTED FOR CITY REVIEW.
W
W
CITY OF FONTANA, CALIFORNIA W
SEWER IMPROVEMENT PLANS
0
LORA WN BY: SCALE.• o
cv TI TLE SHEET AS SHOWN N
DESIGNED er: TAI 16870
DA Ir. N
C OCT 2005
CHECKM BT VED LORA IWNG Na1 4i
?L SCL J.M, Z • 7 "" 4
R_C_E_ 11 DATE 10
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