HomeMy WebLinkAbout5124-11. A
CLK
NbR SHALL BE IN
ACCORLLINC£ WITH
THESE PUNS TH
£ClTY OFF T
ON ANATAN
S
L1AR
D PLANS,
THE CON T
TRAC PR+ONSav
S AN E STAN DTH AoRD
SPECN' T
ICA IONS f OR
PUBL
lC wIORKS
CONSTRUCTIONS OGREEN E BOOK').
ALL REFERENCE lF T
( SPEC. ICA ION AN T
S 0 S AN
AAROS
SHALL BE
THE
LATEST
EDITION UNLESS O TH
ERWI
SE NOTED.
2. WHEN TECHNICAL f HN
C K:AL CONF T
LIC IS FOUND OUN T
O EXIST/N THE CONTRACT RAC DOCUMENTSTHAT CANNOT I1K) BE ,
CITY OF FONTANAw
RESOLVED R F
8Y E ERf T
NICE D PRE
i
C£OrE
NCE PROWS IN T
IONS k
E GREEN r
BOOK
H£T
CONT
RAC ORS
SHALL IMME Y
LAtATEL REPORT
SA/oCON LIC F T
TO T
HEl
G TY ENGINEERS
RESOLUTION.
J. ALL MATERIALS AND METHODS ARE SUBJECT T
BJEC O THE AP PRDV
AL OFTHE CITY
ENGINEER.
4. CONSTRUCT
AK PERMITS
SHALL BEOBTANV£O FROM OATHE f CITY
OF
NTA
MA
OM
C MUNITY STREET. IMPROVEM NT P AN
DEVELOPMENT OE P
ARTMENT
ENG/N£ERNVOG
LMWSION PRIOR TO THE START
OF ANY MgRK
/N P
S fCTIO/V ,
COORDINATION SHALL
BE`R£OUfS
TED AT LEAST EAS TWO WORK
#4G LAAIYS
PRIOR To THE
TART
s OF ANY l
WORK N PUBLIC T
BL
!C RIGH OF WAY
WITHIN TH
ITV 1 _
£ C LIMITS. TS. L
CAL. 909 :35Q 7 1
)
6 0.
5. THE CONTRACTOR ORAVENUE
SHALL CONFORM TO ALL rRAfl�7C CONTROL POLICIES HOiOS AND _ _.:
M�
PROCEDURES DESCRIBED IN
STATEOFCALIFORNIALA4WUAL OF TRAFFIC
CONTROLS,
T
NON
_
A£TRlC
EDITIONN
U LESS'OTI•IE RWD
SE DIRECTED BY T HE/TY ' TRAF
C FIC
. ENGINEER.
tr
6. SHALL Be TH R
E
£SPONSIByLITY THE r
E RA r
coN oR r
c o MAINTAIN
BARRK,ADES!N T
DEL EA DRS
OR OTHER TRAFFIC CONTROL DEME'S AT
E ALL TIM
£S
7 THE CONTRACTORS TRAC ORS SHALLTA/N A PERMIT ERA//T TO PERFORM E ORM EX VA
CA TION OR TRENCH
WORK FOR
OR
TRENCHES C ES 5 FEETR
OR _ CREATE IJ1t
DEPTH FROM TH£lF
CAL OiRNIA STAT
E OVWSlON Of
NDU
STR41L
`SAFETY
8 THE WALLS AN
. AL FA
0
CESOF VA
X
ALL E CJI TION GREATER S G EAT£ THAN FIVE` ()
FEET EET /N
DEPTH SHALL BE
GUARDED OED BY SHORING, SLOPING OF THE
GROUND ' ORTH R
0 E
APPROVED MEANS PURSUANT T TH
O
E
-RE i M N
Qt/ RE £ TS Of TH
E DIWS1oN
OF INDUSTRIAL RIAL SAFETY
OF THE STAT
E OFlF N
CAL OR /A.H
TTi'iENC £S
, LESS THAN
Fi
i 5 FEET
SH
ALL ALSO
BE GUARDED WHEN THE... POTENTIAL EXISTS F
. OR GROUND
M
MOVENT f
9. MATERIAL MO TE t
IAL OR L" PAI NT
QU f SHALLT
B£ S OR£D IN rH
£ PUBLICT Y
RIGH OF WA WITHOUTNG
A TM l
P
OB N
SE ARA RMIT F
TE P£ OR THAT PURPOSE.
1
0
. THE .LOCA UTILITIES Tt TI
OF u
L ES SHOWN NA VE.80E E N DETERMINED ERMINED FROM AVAILABLE i Nf'OR"ATK)lV
/T
HOWEVER,THE ,
SHALL BE /
£ RfSPONS B+itlTY OF GON T T
TIOti1C O/? 0 DETERMINE /N THE FIELD
65
THE TRUET
LOCA ION AND ELEVATIONY E
OF AN EXISTING S INC UTiL/TIES AN T X
. D O EXERCISE PROPER
i
PRECAUTION TO AVOID DAMAGE
THERETO THE
CONTRACTOR SHALLCONTAT
UNDERGROUND
32
33
S T ,: I
ERVICE 'ALR AT 1
ALERT 800. 77
? .2600 I
T1N0 WORKING BEFORE X
BE ORf E CAVATI
ON
1 0
2
22
- 1
It. THE E GOVT T
RAC
OR SHALL COORD/N14Tf COI1l TR
S UCTIOIV :;WITH
ALL UTILITY COMPANIES0.5
T
T'
INCLUDING, 5 3 17
BUT LIMITED T
L TED O TELEPHONE GAS fL
£HONE E TR
LEC 1C
, CABLE TELE1nSlON
LANIDSCAPINIG
. LANDSCAPE
k
a _,
2%
lR T -
RIGA KNV DOMESTIC N►ATE'R
RECLAIMED WATER, , �.
Tf , SEWER, STORM DRAIN. FLOOD CONTROL AND w w ? v 2X
CAL TRNS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK
�
J
AROUND THEIR FACILITIES.�
t
SAW -CUT LIN
E
M
ISL
Q:
/N.
12. THE CON T
TRAC OR SHALL NOTT
OPERA f ANY FIRE HYDRANT YORAN DIP WATER AWN
VALVES TROUT
PR
OPOS
awc'EX T NG/MPRO EMET)
w
PA
V
TAPPROPRMTf AGEICY AUTHOR/ZATlOVCONTRACTOR SHALL CUORD/NATf WTH THE APPROPRIATE
EX
IMPROVEMENT
E
WAT R
COMPANY FOR VALVETI
OPERA ON AND WATER QU R£ f
E l
R£ M NT
S.
13. CURVE QArA` R£
FERS TO THfFA
CE OF
CURB. R
GRIND 0.10' MIN.
14. STATIONING
REFERS TO THE CENTERLINE' OF
STREETS FTS £XG
EPT WHERE OTHERWISE NOTED.
AND
OVERLAY Y
0.10 MIN.
STREET Cp��
CROSS-SECTION
NEW PAVEMENT
15-
ADE TE CONS TIP
E
QUA UCTIONT
CON ROL STAKES
HALO BE SET By THE ENGINEER TO ENABLE THE
SECTION
HE CONTRACTOR R SHALL 8ECONRACrOR TO CONSR/CT THNgRTO THPLANGRDErS). TLAUREL AVENUE
RESPONSIBLE FOR R THE
PRESERVATION
OF BENCHMARKS
ANocoNsT?UCrON CONTROL STAKING
NOT TO
SCALE
LAP
O
DETAL
DURING
CONSTRUCTION.
LOIN.
NOT TO SCALE
I
16. THE CONTRACTOR RAC OR .SHALL NOT DISTURBX/ T
E S JNG SURVEY MONUMENTS,
_MONUMENT ; Tl
ES OR .BENCH
_.,
"ARKS WIT T
HOU PRIOR NOTIfICA T
talt TO ITV _ y
THE C ENGINEER.
't 7. RAb
AND REPLACEMENT ACEAfNT
OREX!S N
G SURVEY CONT i
ROE, NCLU0INIG SURVEY MONUMENTS
MONUMENT TIES ANDH
BOENIC MARKS "
SHALL '
BE DONS' -
BY A REGISTERED/WC
C ENGINEER OR
LICENSED
LAND SUfiNVEYOR. SURVEY. MONUMENTS THAT WILL BE DESTROYED A T
DES S A 'RESULT OF .THIS
CONSTRUCTION
SiALL BE REPLACED THE
CONTRACTOR SHALL NOTIFY THE ENGINEER NEE ONE ` WEEK
PRIOR TO CONSTRUCTION so THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER
REPLACEMENT
OF TH E MONUMENT.
8. THE CONTRACTOR
SHALL A4UNTA/N ACCESS FOR LOCAL RESIDENTS AND BUSINESS AT ALL TIMES. A
I
M NIMUM 12 FOOT LAND SHALL BE MAINTAINED AT ALL TIMES /N -1HE CONSTRUCTION
AREA FOR
N
RESIDE
TS AND EMERGENCY VEHICLES. ;
9 THE CONTRACTOR
S PROW
DE PRO D£ AND MAINTAIN AN £FFEc1IVE MEANS OF DUST
CONTy40L.,
MCLUD/NGTWATERING,
ADfQUA E AT
ALL TIMES
?Q. ALL GRADING OPERATIONS SHALL 8£ DISCONTINUED N+H£NT
SUS MNED iWiND VELOCITIES EXCEED 25 MILES
UTIII�T�i
CONTA
R CT8
PER HOUR.
21. THE
R SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD SILT ELECTRICITY TY
WATE
ROR;Df8RS TO BE$�" R
ONTO T
O
PUBLIC OR PRIVATERTY
PR(?PE' AU)iACENT r0 THE RIGHT OF WAY
DURING SOUTHERN CALIfORN+GII
£ DSON COMPANY FONTANA WATER COMPANYlTY
C OF FONTANA
CONSTRUCTION .WITHOUT PRIOR WRITTEN f APPROVAL.`. 300 N. _PEPPER AVE
8440 NUEVb :AVENUE 8353 SIERRA AVENUE
R
Vf Uf
ESTIMATED
RIALTO CA. 7
9?3 6
FONT
CA. 92335 F
N �. ONTAMA
??. O TRENCH BACKFILLS TAK P CA. 92335
HALL E LACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
UNDERGROUND: 909 35T 6233 ATTN. _
_ l ) MICHAEL M�cI�Aw CONSTRUCTION
909 350 .6632 1 NN NaT�S
� � QUA
23. A GEOTECHN
. NI11T1ES
ICAL ENG N££R SHALL` CERTIFY .ALL &ICKFItI COMP TION FM ' TRANSMISSION. 7 -
AC LURE TO OBTMN THE (909) 8 5 5100 (909 82? 22Q 1
R R -
)
E ED TY - _
OU/ DENSITY SHALL REQUIRE Rf M�ORK `Pl -
MIG Of THAT PORTION � TH PIPELINES. .909 657 1
£ WORK UNTIL THE 233 FAX 909 283 4
I! ) i ) � 6
1SPECIFIED DENSITY IS OBTMNfD. DISTRIBUTION. r9
09) 357 6233 CONSTRUCT RESIDENTIAL A
L DR/ EWAYPER CITY
STD.
NO. 1 DO2 W_
AS SHOWN ON
AN 236 S. F.
24. CARE SHOULDBE TAKEN T0
PREVENT GRADES, DITCHES, AND SW
ALES FROM UNDERMINING STREET
CONSTRUCT
8P.C.C.CURB
AND
GUTTER
CITY
SID. No. 1000
98 L. F.
PANYEViSlON lNl
IMPROVEMENTS: UPON INSPECTION OF THE `SITE.. THE' CITY ENGINEER MAY REQUIRE TL�AIPORARY GENERAL TELEPHONE COMGOMCAST GABL3 CONSTI?UCT -
5 DE P.C.C. SIDEWALK PER CITY STD. NO. 1006 490 S.F..
NON ERODEABC£ SWALES ENTERING OR LEAWMIMPROVEMENTS. SOUTHERN CALIFORNIACALIFO
RNIA GAS CO. 14
00 E. PHILLIPS RANCH
BLVD. 1205 DUPONT-AVENUE 4 CONSTRUCT 4 A.C. MIN. OVER -1
1981 L !A
E 2 MIN. OF 95R COMPACTED NATIVE SUBGRADE 360 S F.
UGON AVENUE ONTARIO, 'CA. 91766
ONTARIO, CA. 91761
THE F R - 5 SAW -CUT R
25. CU M
E T £DEAN 7 E AN I
FINAL LOCATION 'AND WIDTH OF Y OS CA. 9?3 4 REMOVE D DISPOSE EXISTING A
ORlVEWA APPROACH APRONS SHALL B£ APPROVED AT THE
ATT N. STEVE HOCK ATTIN. JACK HAVES ` G .C. PAVING 143 S.F.
ATT N. _
TIME OF TR JOHN RATES -
CONS UCTION AND .SHALL CONFORM TO THE CITY OF f TAMA 800 422 4133 9 4
OVN STANIA+IRO DETAILS i ) (09 390 738 6 CONSTRUCT RESIDENTIAL R
) CURB DRAIN PER CITY STD. NO. 3002
. _ 2 EACH
EMERGENCIES 800 427 2200
r)
7 ADJUST A
DJU WATER
26. ALL EXPOSED CONCRETE SURFACES F
S ER METER TO GRADE
1 EACH
SHALL CONFORM IN GRADE. COLOR AND FINISH TO MATCH
EX/ TI
S NIG ` CONCRETE.
8 CONSTRUCT
SEWER E CLEANOUT AND ND .BOX PER CITY STANDARD N0. 2005 AND 2006 1
EACH
9 GRIND AND OVERLAY A.C. C. PER DETAIL L ON
7. SHEET 1
2 THE SEWER CONTRACTOR t?ACTOR SHALL STAMP
AN "S /N THE FACE OF .THE CURB AT THE � 715 5 F.
E LOCATION OF THE
SEWER U T ERAL. ;
28. M0.
CONCRETE SHALL BE
PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE PLACED,
INSPECTED AND APPROVED.
E13END
E
29. ALLN
U DERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAN -
lVG OF, FL FLOWL/NE ELEVATION
STREETS. ENGNEUM NOM TC TOP OF UR A
CURB ELEV TION
30 APPROVED SOIL STfRlLANT IS RE UIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO THE EXISTENCE NCE ANO LOCATION OF ANY UNDERGROUND UTILITY.PIPES. CONDUITS OR ANY 'X) ,_
EXISTING ELEVATION
,
RUCE
OTHER STRUCTURES PLACEMENT. S URES SHOWN ON THESE DRAWINGS WERE OBTMN
EO BY A SEARCH OF THE
TP .TOP OF PAVEMENT
AVAILABLE RECORDS. TO THET
BES OF OUR KNOWLEDGE THERE'ARE N
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT r0 R OR STRUCTURES EXCEPT AS SHOWN ON THESE EWSJON AND ESE OR4N7NG5 THE CONTRACTOR /S REQUIRED
s
S SEWER LIN
APPROVAL OF THE CITY ENGINEER 'A TO TAKE PR T E
S D£TERMlNIED BY SOILS TESTS.. TAKEN AFTER COMPLET7pN OF E DUE ECRU IOIWRY MEASURES TO PROTECT THE UTILITY LINES :SHOWN ON THE
ROUGH GRADING. DRAWINGSTHE G GAS LINE
E CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY
fSPONS BILITY FOR . ,
UTILITY
PIPES,CONDUITS C DU TS OR STRUCTURES
SHOWN OR NOT .SHOWN ON THESE DRAW/NGS..FiNI FINISHED SED SURFACE
32. ACTUAL THICKNESS OF ' A
. C. PAVEMENT ANO OR 8'r1,SE COURSE MATERIAL FOR STRUCTURAL T
/ RAL S REST
NO ='
N4TY1RAL GROUND
SECTIONS
SHALL BE RECOMMENDED BY A GEOTT' MJV CONTRACTOR AGREES C ICAL REPORT AND SUBMITTED TO THE CITY OF GEES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
EP DG F PAV1
FONTANlA FOR APPROVAL. UPON COMPLETION OF ROUGH. JOB SITE CONOJTIONS DURING THE EDGE O NG
GRADING DU NG E COURSE OF CONSTRUCTION Of THIS PROJECT,
% M
INCLUDING SAFETY OF T8 TEMPORARY BENCH MARK -
PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT
33. ALL
MANHOLES, -CLEAN OUT FRAMES COVERS AND VALVE BOXES SHALL
BSO ES SHALL BE' RAISED TO FINISHED APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR KIN _'
GRADE BY THE PAWN T
ANAL WORKING HOURS, AND THAT THE EP EDGE OF PAVING
G CONTI?AC OR .UPON COMPLETKaN Of PAWNIG. CONTRACTOR SHALL DEFEND, 1 . ;
E D. NDEMN/FY AND HOLD 'THE CITY THE .OWNER AND THE ......
' CC AV/NG
ENGINEER HARMLESS LESS ' FROiA1 ANY AND ALL . LABILITY, REAL OR ALLEGED IN CONNECTION -
4
3 . UPON COMPLETION T
PEE. ON OF CONSTRUCTION CONTRACTORS T WITH THE PfRFORA4WCE OF WORK ON THIS . .
MALL RESTORE ALL SIGNING, STRIPING, S PROt1ECT, EXC£PTyNG FOR, LIABILI]Y ARISING _PCC SURFACE
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THET7 FA FROM THE SOLE NEGLIGENCE `OF THE OWNER TH
SA S CTION OF THE CITY TRAFFIC £ OR f ENGINEER.
ENGINEER.
35. CONTRACTOR C OR .SHALL ,RELOCATE ANO OR REP N ,
/ LACE LANDSCAPING. ;' SPRINKLERS AND SIDEWALKS 6E CH DARK. IIS 6
AFF Y
AFFECTED B THE'TR
CONS UCTIaV TO THE F SATI 7
SAC ION Of THE CITY ENGINEER .
DESCRIPTION. PK NIAL AT THE SOUTH END
OF SOUTHWEST CURB RETURN
5ASIS F
S S O BEARINGS !
A GS STH N
T THE E CENTERLINE /N
NTERSE E TE F
CTI4N OF M L E R
gJER AVENUE D LAUREL AVENUE
36� AS' BUILT W! AND TAMARIND AVENUE Vf UE
DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR T TH
OR O E ENGINEER OF RECORD WHO.:. ,
ELEV. 1364.55 BEING N
SHALL PROWDf RECORD DRAW! T THE G DO 11'56 PER MB 216155-56
NGS O £ CITY.: EMGINEER.
[7�:7 REV.REWS" DESCRIPTIONDATE ENGR. CITY DATEprapored Under Tha Su erviswn Of.DERSERVICSHOULDCON TRS UCTION OF TH RE EQUIRED IMPROVEMENTSNOTESSt I-En��r c. urzPooC OFFONTANA CALIQ=ORNIA
c�uTau EE COMMENCE W_ITHIN
TWO YEARSS OF THE DATE E 0F APPROVAL
HP ENGINEERING, INC.
ET IMPROVEMENT PLAN
�
,..SHOWN HEREON
ANDCARRIED iEDF0RTH IN A DILIGENT MANNER, 146
5 CRESTVIEW ROAD
DRAWN
SCALE.
..
BASELINE
ROAD
THE ITV N
C ENGINEER MAY. R
REQUIRE R
QU E EVISI N P
REVISIONS T THE N
0 PLANS TO
TO BRING THEM 8 G EM INT 0CONFORMANCE H ITNC
WITAND
COND ON S
> R Iw�:
STANDA�
DS N EFFECT. EC .
e Q
.R ED DS A. 92374
90 7 - _
9 9 i 7 FAx
9 9 7 t
( ) os gs sos
�
DA .5
TE.
'K
LAURELt AVENUE
UREL E. N .04
2 3 ..012 05
=PR--,-
A5 SHOWN -
MILLER LLE
AVE.
N
o
w J
K . ;
HCP
3
7�
No.
5124
2
FOOTHILL 00 LL
BL
HC:HTYASAP
NOT T
0 0 SCALE
HENRYC. UI 7 7
POQ E 3 03
8 THE WALLS AN
. AL FA
0
CESOF VA
X
ALL E CJI TION GREATER S G EAT£ THAN FIVE` ()
FEET EET /N
DEPTH SHALL BE
GUARDED OED BY SHORING, SLOPING OF THE
GROUND ' ORTH R
0 E
APPROVED MEANS PURSUANT T TH
O
E
-RE i M N
Qt/ RE £ TS Of TH
E DIWS1oN
OF INDUSTRIAL RIAL SAFETY
OF THE STAT
E OFlF N
CAL OR /A.H
TTi'iENC £S
, LESS THAN
Fi
i 5 FEET
SH
ALL ALSO
BE GUARDED WHEN THE... POTENTIAL EXISTS F
. OR GROUND
M
MOVENT f
9. MATERIAL MO TE t
IAL OR L" PAI NT
QU f SHALLT
B£ S OR£D IN rH
£ PUBLICT Y
RIGH OF WA WITHOUTNG
A TM l
P
OB N
SE ARA RMIT F
TE P£ OR THAT PURPOSE.
1
0
. THE .LOCA UTILITIES Tt TI
OF u
L ES SHOWN NA VE.80E E N DETERMINED ERMINED FROM AVAILABLE i Nf'OR"ATK)lV
/T
HOWEVER,THE ,
SHALL BE /
£ RfSPONS B+itlTY OF GON T T
TIOti1C O/? 0 DETERMINE /N THE FIELD
65
THE TRUET
LOCA ION AND ELEVATIONY E
OF AN EXISTING S INC UTiL/TIES AN T X
. D O EXERCISE PROPER
i
PRECAUTION TO AVOID DAMAGE
THERETO THE
CONTRACTOR SHALLCONTAT
UNDERGROUND
32
33
S T ,: I
ERVICE 'ALR AT 1
ALERT 800. 77
? .2600 I
T1N0 WORKING BEFORE X
BE ORf E CAVATI
ON
1 0
2
22
- 1
It. THE E GOVT T
RAC
OR SHALL COORD/N14Tf COI1l TR
S UCTIOIV :;WITH
ALL UTILITY COMPANIES0.5
T
T'
INCLUDING, 5 3 17
BUT LIMITED T
L TED O TELEPHONE GAS fL
£HONE E TR
LEC 1C
, CABLE TELE1nSlON
LANIDSCAPINIG
. LANDSCAPE
k
a _,
2%
lR T -
RIGA KNV DOMESTIC N►ATE'R
RECLAIMED WATER, , �.
Tf , SEWER, STORM DRAIN. FLOOD CONTROL AND w w ? v 2X
CAL TRNS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK
�
J
AROUND THEIR FACILITIES.�
t
SAW -CUT LIN
E
M
ISL
Q:
/N.
12. THE CON T
TRAC OR SHALL NOTT
OPERA f ANY FIRE HYDRANT YORAN DIP WATER AWN
VALVES TROUT
PR
OPOS
awc'EX T NG/MPRO EMET)
w
PA
V
TAPPROPRMTf AGEICY AUTHOR/ZATlOVCONTRACTOR SHALL CUORD/NATf WTH THE APPROPRIATE
EX
IMPROVEMENT
E
WAT R
COMPANY FOR VALVETI
OPERA ON AND WATER QU R£ f
E l
R£ M NT
S.
13. CURVE QArA` R£
FERS TO THfFA
CE OF
CURB. R
GRIND 0.10' MIN.
14. STATIONING
REFERS TO THE CENTERLINE' OF
STREETS FTS £XG
EPT WHERE OTHERWISE NOTED.
AND
OVERLAY Y
0.10 MIN.
STREET Cp��
CROSS-SECTION
NEW PAVEMENT
15-
ADE TE CONS TIP
E
QUA UCTIONT
CON ROL STAKES
HALO BE SET By THE ENGINEER TO ENABLE THE
SECTION
HE CONTRACTOR R SHALL 8ECONRACrOR TO CONSR/CT THNgRTO THPLANGRDErS). TLAUREL AVENUE
RESPONSIBLE FOR R THE
PRESERVATION
OF BENCHMARKS
ANocoNsT?UCrON CONTROL STAKING
NOT TO
SCALE
LAP
O
DETAL
DURING
CONSTRUCTION.
LOIN.
NOT TO SCALE
I
16. THE CONTRACTOR RAC OR .SHALL NOT DISTURBX/ T
E S JNG SURVEY MONUMENTS,
_MONUMENT ; Tl
ES OR .BENCH
_.,
"ARKS WIT T
HOU PRIOR NOTIfICA T
talt TO ITV _ y
THE C ENGINEER.
't 7. RAb
AND REPLACEMENT ACEAfNT
OREX!S N
G SURVEY CONT i
ROE, NCLU0INIG SURVEY MONUMENTS
MONUMENT TIES ANDH
BOENIC MARKS "
SHALL '
BE DONS' -
BY A REGISTERED/WC
C ENGINEER OR
LICENSED
LAND SUfiNVEYOR. SURVEY. MONUMENTS THAT WILL BE DESTROYED A T
DES S A 'RESULT OF .THIS
CONSTRUCTION
SiALL BE REPLACED THE
CONTRACTOR SHALL NOTIFY THE ENGINEER NEE ONE ` WEEK
PRIOR TO CONSTRUCTION so THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER
REPLACEMENT
OF TH E MONUMENT.
8. THE CONTRACTOR
SHALL A4UNTA/N ACCESS FOR LOCAL RESIDENTS AND BUSINESS AT ALL TIMES. A
I
M NIMUM 12 FOOT LAND SHALL BE MAINTAINED AT ALL TIMES /N -1HE CONSTRUCTION
AREA FOR
N
RESIDE
TS AND EMERGENCY VEHICLES. ;
9 THE CONTRACTOR
S PROW
DE PRO D£ AND MAINTAIN AN £FFEc1IVE MEANS OF DUST
CONTy40L.,
MCLUD/NGTWATERING,
ADfQUA E AT
ALL TIMES
?Q. ALL GRADING OPERATIONS SHALL 8£ DISCONTINUED N+H£NT
SUS MNED iWiND VELOCITIES EXCEED 25 MILES
UTIII�T�i
CONTA
R CT8
PER HOUR.
21. THE
R SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD SILT ELECTRICITY TY
WATE
ROR;Df8RS TO BE$�" R
ONTO T
O
PUBLIC OR PRIVATERTY
PR(?PE' AU)iACENT r0 THE RIGHT OF WAY
DURING SOUTHERN CALIfORN+GII
£ DSON COMPANY FONTANA WATER COMPANYlTY
C OF FONTANA
CONSTRUCTION .WITHOUT PRIOR WRITTEN f APPROVAL.`. 300 N. _PEPPER AVE
8440 NUEVb :AVENUE 8353 SIERRA AVENUE
R
Vf Uf
ESTIMATED
RIALTO CA. 7
9?3 6
FONT
CA. 92335 F
N �. ONTAMA
??. O TRENCH BACKFILLS TAK P CA. 92335
HALL E LACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
UNDERGROUND: 909 35T 6233 ATTN. _
_ l ) MICHAEL M�cI�Aw CONSTRUCTION
909 350 .6632 1 NN NaT�S
� � QUA
23. A GEOTECHN
. NI11T1ES
ICAL ENG N££R SHALL` CERTIFY .ALL &ICKFItI COMP TION FM ' TRANSMISSION. 7 -
AC LURE TO OBTMN THE (909) 8 5 5100 (909 82? 22Q 1
R R -
)
E ED TY - _
OU/ DENSITY SHALL REQUIRE Rf M�ORK `Pl -
MIG Of THAT PORTION � TH PIPELINES. .909 657 1
£ WORK UNTIL THE 233 FAX 909 283 4
I! ) i ) � 6
1SPECIFIED DENSITY IS OBTMNfD. DISTRIBUTION. r9
09) 357 6233 CONSTRUCT RESIDENTIAL A
L DR/ EWAYPER CITY
STD.
NO. 1 DO2 W_
AS SHOWN ON
AN 236 S. F.
24. CARE SHOULDBE TAKEN T0
PREVENT GRADES, DITCHES, AND SW
ALES FROM UNDERMINING STREET
CONSTRUCT
8P.C.C.CURB
AND
GUTTER
CITY
SID. No. 1000
98 L. F.
PANYEViSlON lNl
IMPROVEMENTS: UPON INSPECTION OF THE `SITE.. THE' CITY ENGINEER MAY REQUIRE TL�AIPORARY GENERAL TELEPHONE COMGOMCAST GABL3 CONSTI?UCT -
5 DE P.C.C. SIDEWALK PER CITY STD. NO. 1006 490 S.F..
NON ERODEABC£ SWALES ENTERING OR LEAWMIMPROVEMENTS. SOUTHERN CALIFORNIACALIFO
RNIA GAS CO. 14
00 E. PHILLIPS RANCH
BLVD. 1205 DUPONT-AVENUE 4 CONSTRUCT 4 A.C. MIN. OVER -1
1981 L !A
E 2 MIN. OF 95R COMPACTED NATIVE SUBGRADE 360 S F.
UGON AVENUE ONTARIO, 'CA. 91766
ONTARIO, CA. 91761
THE F R - 5 SAW -CUT R
25. CU M
E T £DEAN 7 E AN I
FINAL LOCATION 'AND WIDTH OF Y OS CA. 9?3 4 REMOVE D DISPOSE EXISTING A
ORlVEWA APPROACH APRONS SHALL B£ APPROVED AT THE
ATT N. STEVE HOCK ATTIN. JACK HAVES ` G .C. PAVING 143 S.F.
ATT N. _
TIME OF TR JOHN RATES -
CONS UCTION AND .SHALL CONFORM TO THE CITY OF f TAMA 800 422 4133 9 4
OVN STANIA+IRO DETAILS i ) (09 390 738 6 CONSTRUCT RESIDENTIAL R
) CURB DRAIN PER CITY STD. NO. 3002
. _ 2 EACH
EMERGENCIES 800 427 2200
r)
7 ADJUST A
DJU WATER
26. ALL EXPOSED CONCRETE SURFACES F
S ER METER TO GRADE
1 EACH
SHALL CONFORM IN GRADE. COLOR AND FINISH TO MATCH
EX/ TI
S NIG ` CONCRETE.
8 CONSTRUCT
SEWER E CLEANOUT AND ND .BOX PER CITY STANDARD N0. 2005 AND 2006 1
EACH
9 GRIND AND OVERLAY A.C. C. PER DETAIL L ON
7. SHEET 1
2 THE SEWER CONTRACTOR t?ACTOR SHALL STAMP
AN "S /N THE FACE OF .THE CURB AT THE � 715 5 F.
E LOCATION OF THE
SEWER U T ERAL. ;
28. M0.
CONCRETE SHALL BE
PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE PLACED,
INSPECTED AND APPROVED.
E13END
E
29. ALLN
U DERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAN -
lVG OF, FL FLOWL/NE ELEVATION
STREETS. ENGNEUM NOM TC TOP OF UR A
CURB ELEV TION
30 APPROVED SOIL STfRlLANT IS RE UIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO THE EXISTENCE NCE ANO LOCATION OF ANY UNDERGROUND UTILITY.PIPES. CONDUITS OR ANY 'X) ,_
EXISTING ELEVATION
,
RUCE
OTHER STRUCTURES PLACEMENT. S URES SHOWN ON THESE DRAWINGS WERE OBTMN
EO BY A SEARCH OF THE
TP .TOP OF PAVEMENT
AVAILABLE RECORDS. TO THET
BES OF OUR KNOWLEDGE THERE'ARE N
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT r0 R OR STRUCTURES EXCEPT AS SHOWN ON THESE EWSJON AND ESE OR4N7NG5 THE CONTRACTOR /S REQUIRED
s
S SEWER LIN
APPROVAL OF THE CITY ENGINEER 'A TO TAKE PR T E
S D£TERMlNIED BY SOILS TESTS.. TAKEN AFTER COMPLET7pN OF E DUE ECRU IOIWRY MEASURES TO PROTECT THE UTILITY LINES :SHOWN ON THE
ROUGH GRADING. DRAWINGSTHE G GAS LINE
E CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY
fSPONS BILITY FOR . ,
UTILITY
PIPES,CONDUITS C DU TS OR STRUCTURES
SHOWN OR NOT .SHOWN ON THESE DRAW/NGS..FiNI FINISHED SED SURFACE
32. ACTUAL THICKNESS OF ' A
. C. PAVEMENT ANO OR 8'r1,SE COURSE MATERIAL FOR STRUCTURAL T
/ RAL S REST
NO ='
N4TY1RAL GROUND
SECTIONS
SHALL BE RECOMMENDED BY A GEOTT' MJV CONTRACTOR AGREES C ICAL REPORT AND SUBMITTED TO THE CITY OF GEES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
EP DG F PAV1
FONTANlA FOR APPROVAL. UPON COMPLETION OF ROUGH. JOB SITE CONOJTIONS DURING THE EDGE O NG
GRADING DU NG E COURSE OF CONSTRUCTION Of THIS PROJECT,
% M
INCLUDING SAFETY OF T8 TEMPORARY BENCH MARK -
PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT
33. ALL
MANHOLES, -CLEAN OUT FRAMES COVERS AND VALVE BOXES SHALL
BSO ES SHALL BE' RAISED TO FINISHED APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR KIN _'
GRADE BY THE PAWN T
ANAL WORKING HOURS, AND THAT THE EP EDGE OF PAVING
G CONTI?AC OR .UPON COMPLETKaN Of PAWNIG. CONTRACTOR SHALL DEFEND, 1 . ;
E D. NDEMN/FY AND HOLD 'THE CITY THE .OWNER AND THE ......
' CC AV/NG
ENGINEER HARMLESS LESS ' FROiA1 ANY AND ALL . LABILITY, REAL OR ALLEGED IN CONNECTION -
4
3 . UPON COMPLETION T
PEE. ON OF CONSTRUCTION CONTRACTORS T WITH THE PfRFORA4WCE OF WORK ON THIS . .
MALL RESTORE ALL SIGNING, STRIPING, S PROt1ECT, EXC£PTyNG FOR, LIABILI]Y ARISING _PCC SURFACE
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THET7 FA FROM THE SOLE NEGLIGENCE `OF THE OWNER TH
SA S CTION OF THE CITY TRAFFIC £ OR f ENGINEER.
ENGINEER.
35. CONTRACTOR C OR .SHALL ,RELOCATE ANO OR REP N ,
/ LACE LANDSCAPING. ;' SPRINKLERS AND SIDEWALKS 6E CH DARK. IIS 6
AFF Y
AFFECTED B THE'TR
CONS UCTIaV TO THE F SATI 7
SAC ION Of THE CITY ENGINEER .
DESCRIPTION. PK NIAL AT THE SOUTH END
OF SOUTHWEST CURB RETURN
5ASIS F
S S O BEARINGS !
A GS STH N
T THE E CENTERLINE /N
NTERSE E TE F
CTI4N OF M L E R
gJER AVENUE D LAUREL AVENUE
36� AS' BUILT W! AND TAMARIND AVENUE Vf UE
DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR T TH
OR O E ENGINEER OF RECORD WHO.:. ,
ELEV. 1364.55 BEING N
SHALL PROWDf RECORD DRAW! T THE G DO 11'56 PER MB 216155-56
NGS O £ CITY.: EMGINEER.
[7�:7 REV.REWS" DESCRIPTIONDATE ENGR. CITY DATEprapored Under Tha Su erviswn Of.DERSERVICSHOULDCON TRS UCTION OF TH RE EQUIRED IMPROVEMENTSNOTESSt I-En��r c. urzPooC OFFONTANA CALIQ=ORNIA
c�uTau EE COMMENCE W_ITHIN
TWO YEARSS OF THE DATE E 0F APPROVAL
HP ENGINEERING, INC.
ET IMPROVEMENT PLAN
�
,..SHOWN HEREON
ANDCARRIED iEDF0RTH IN A DILIGENT MANNER, 146
5 CRESTVIEW ROAD
DRAWN
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THE ITV N
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REQUIRE R
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REVISIONS T THE N
0 PLANS TO
TO BRING THEM 8 G EM INT 0CONFORMANCE H ITNC
WITAND
COND ON S
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3/18/14
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3
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No.
5124
2
HENRYC. UI 7 7
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