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PECIRGA"17IONS DATED A975,.ANQ 'ANY REVISION c
A N F,
14S -AND"
ALL: WORK,- -SHALL'. .,QONE- IN: ACCOR� _CE WITH: THESE PLA THW,
.;o BE DAN
C. 1, TT Y- 0 F F c VOR.kS, DEP;k
THEREAFTER':'r c I y A
ON
TION --0F.,THE- ST NDARD -SPECIFIC ATIONS FOR
-THE-.LATtST E01 A
-WORKS
PUBLIC 0C,
CONSTRUCTION.
Z. THE' ON WITH,
J"
UTILITIES' AND OTHER IMPROVEMWS, INCLUE)ING,, BUT NOT LIMITED
fD, 91, -�il
E
STR'U.CTI ALL
II A
-CONTRAC V
. , I G
,TOR(S), SHALL COORDINATE CON
_K W,
HE
I
T�LEVISION, CABLE,
TOo GAS� TELEPHONE, ELE
CTRICALj LIGHTING''
C*D
'P-
L
R_R'I0ATION,,'DOKS
AND$CAPING, LANDSCAPING I TIC WAT _e'
HIGHLAND AV
RECLAIMEQ'� WATER., SEWER �STORM DRAINAGE, FLOOD'CORTROL
x
SYSTEMS,,' ETC..
3. A 0 STATE
LL�, CONTROL -SHALL TAINW, PURSUANT 'T'
CITY E
R INANGE' 997.
9E, MAIN
F 'WILL 8
REQUIREMENTS. 'AND 0 D _f, S I TE
2.
:4( i
-REQUIRED BY
SUBJECT, TO* PENALTIrS,AND FINES AS
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4-.,' TK CONTRACTOR SHALL,NOT DISTURB EXISTING -SURVEY MONUMENTS
'MONUM S) -M BENC MAR� NOTED IN'THE
�NCLUDING' ENT TI E BASELINE RD.
PECIFICATIONS THE' CITY EN04NEER st4ALL BE,IMMEOIATELY
-MONUMENTS (INCLUDING. MONUM TIES)
NOTIFIED IN THE EVENTANY ENT'.
'B�-NCHMARKS RE H
OR' A STURBE�D- DUE� TO- T E CONfR'ACTOk1S"
OPERATION. "THE TRA E. FULL RESPONSIBILITY, 77
CON DI <
CTOR-SHALL ASSQM
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V)
SERVICES NECESSARY RE ESTABLISH- DISTURBED
ACT."
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MONUMENTS PURSUANT. TO THE 'PROFESSIONAL ENGINEER'S
Ld
.7
5. CARE SHOULD BEJAKEN TO PREVENT GRADESo DITCHES AND SWALES
FOOTHILL BLVD.
FROM, UNDERMINING 'STREET IMPROVEMENTS. -UPON 'IN$PE,CTIQN OFJHE j
A
R . E
V N.UE
SITE, 'CITY ENGINEER MAY -.-,'REQUIRE TEMPORARY GUNITE 'SWALES,
THE .,R , F-
4 mi.
.-OR 'LEAVING. IMPRMLMENTS.'L m'.
..ENTERING 2-3/
N
T Fo
0� 11 qt
8 1 A N H
0 -,- Hr,
H D AVE
R-, c N-
7?
Q
—10
FWY I
THE CONTRACTOR SHALL,. BE RESPONSIBLE FOR PROVIDING Aft
�EFFECIIVENEANS OF DUST CONTROL HC LL'INCLUDE ET IND
W I WSHA EX
-_PR VISIONS, FOR ADEQUATE WA R N D G THE- GR' NG PROCLSS - -
0 TIE I G 'ORIN AD(
L
ND PROVISIONS FOR 'CO�TIN . CON TROL "AFTER THE
-rl F 1-4 r T r T i
m z
A )UST
r.PAnwi�, I INITH qI lr.W' TI KA P TWA T TP 17T nr�Anpn 'qI IPPArr LpPp4zg Tc T1 -7, 'Q _-C CUE
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UPLKA11UN ULANINU 1�i 1U BL UUNL 11Q� �;Allb�A 11U
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I. . , . .1 1 .1 L t 1: -� SAN BERNARDINO COUNTY, CALIFORNIA
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12.' ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING 'OF
THE STREETS.
13. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH
-rA-% A # I A M I ^ I k I I L I ^ r% i i r-% r*% e, A L I r% t'% I M r— % A I A I 1 .1 1-1
CONSTRUCTION NOTES & QUANTITY ESTIMATE
NO.
ITEM4 DESCRIPTION
QTY.
UNIT.
CONST. 4" A.C. PAVING OVER 12" NATIVE sU'BGRADE.
2698
TON
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(ASSUME 4" A.C. OVER COMPACTED (957o) NATIVE.
CONTRACTOR TO INSTALL. PAVEMENT MARKINGS'AND STRIPING AS
SUBGRADE,'FOR ESTIMATING PURPOSES ONLY)...
GAS.
SOUTHERN CALIFORNIA GASCOMPANY
od�x. V iv.
ACTUAL PAVING -THICKNESS 'TO BE DETERMINED PER.
REQUIRED BY THE CI TY ENGINEER,
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GENERALNOTE NO. 26.
PQ BOX 3003
SAW. CUT & REMOVE EXISTING PAVEMENT BEYOND
43670
SF
CONTRACTOR SHALL NOT OPERATE ANY MAIN VE ON
OVERLAY AREA.
t'i
PLACE A.C. OVERLAY (MIN. THICHNESS 'PER TYP. SEC.)
3550
TON
ADJUST EXIST. M.H. RIM TO GRADE
31
EA.
777-;. 7
ADJUST EXIST. WATER VALVE, TO GRADE
4
EA.
PROTECT IN PLACE
IF EXISTING UTILITIES OR' OTHER FACILITIES CONFLICT WI TH THE
MATCH EX. GRADE 0 DRIVEWAYS (A.C. OVERLAY OR
R. REFMAN
M DENNIS F
THE EVENT OF DISCREPANCIES ARI*SING DURING ONSTRUCTION, THE
C
d
122
EA.
REPLACE PORTION OF EX. DRIVEWAY. AS REQUIRED)
CN7T PER:'. T PICAL SEC11Q S
N EW' C., PAVEM' Y N_
A
IELE.'
ST 40. of (W`A 'yPFFS(
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mpvc,;
�-AND PRnR THA, REM F, MA6tjol
M'ANCLUD(Nd'SAFItTli� L� 77
COUNTY �KCQRI)S.
1 4
-AND.,142'.1, AIMIT
Ho
ASS DIS IN GA!� STATION, ISLAND' AT
'PR -'$v F U K
lm*u LY se,
422 41 3 3,
olm
STRV 0 4 ? TOO
or
4 VOTH
ked B y.
Chee.
1 MAR
01V:
RCE: 29126
City En
"A AffROVAL, I _z- . -
N N
�ELEV..� Approved By:
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Op. SQRV
Exc� G
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WQ..-'WO -D-AYS WK t9v Tw
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'FORE, CITR AND, HIQHLAND..STAMPrD S-.15
RKIN'O,�, BE I. rR ;6OUANO
�N
Rom 4
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EVISIONS:
.23.
CURVE DATA REFERS,TO THE EDGE OF PAVEMENT.
PRIVATE ENGINEERS NOTE
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24.
CONTRACTOR TO INSTALL. PAVEMENT MARKINGS'AND STRIPING AS
GAS.
SOUTHERN CALIFORNIA GASCOMPANY
od�x. V iv.
REQUIRED BY THE CI TY ENGINEER,
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4.
PQ BOX 3003
25.
CONTRACTOR SHALL NOT OPERATE ANY MAIN VE ON
t'i
92373
j,CAr: —006
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIB LE FOR
EXISTING WATERLINES.
777-;. 7
'PHONE.,' 00) 355-7547
TELE
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN.
IF EXISTING UTILITIES OR' OTHER FACILITIES CONFLICT WI TH THE
R. REFMAN
M DENNIS F
THE EVENT OF DISCREPANCIES ARI*SING DURING ONSTRUCTION, THE
C
.-26.
PROPOSED IMPROVEMENTS, WORK'SHALL STOP AND THE ENGINEER,
NOVIED IMMEDIATELY.
CN7T PER:'. T PICAL SEC11Q S
N EW' C., PAVEM' Y N_
A
IELE.'
PACIFIC BELL' TELEPHONE,'
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL THE
27.
IT SHALL BE THE RESPONSIBILITY OF.1HE CONTRACTOR TO NOTIFY
THE ENGINEER AFTER THE BASE COURSE HAS:BEEN CONSTRUCTED AND
AC OVERLAY
o73 ADAMS' -STREET
-RIV ERSIDE, CA 92504
'BY
CITY,
BEFORE THE PAVING HAS BEEN INSTALLED -SO THAT -THE ENGINEER MAY -
TELEPHONE' (909).-359-2535.
INSTALL THE STREET, CENTERLINE MONUMENTS AS REQUIRED BY THE
EXISTINO EDGE -Or PAVINO
MS:. CAROL VERBRUGGE..
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
CITY CODE OF THE CITY OF FONTANA.
O.S.-SPRINT
28.
PAVEMENT SECTIONS SHOWN ARE MINIMUM AND'SUBJECT TO REVISION
E 0 FCNCEI��
X` IST ING
82 S_ S
2 YC AMORE
AND APPRO HE CITY AS REQUIRED BY SOILS TEST TAKEN
,
RIALTO,. CA 92376'
"LYNN
X1 TENCE AND LOCATION F ANY UNDERGROUND UTILITY PIPES OR
AFTER COMPLETION OF ROUGH GRADING,
EXISTING-. EWER LINE
.,MR DURRETT
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED H
29,
ACTUAL THICKNESS OF A. C., PAVEMENT, AND/OR BASE COURSE MATERIAL
P 7
FXIS AIE
flNG...W
TELEPHONE:, (909)..874-7450
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL HE
BY THE CONTRACTOR,
FOR STRUCTURAL STREET SECTIONS SHALLBE RECOMMENDED BY,A.
C CABLEVISION
CONFIRMED SO THAT ANY NECESSARY ADJUSTMENT CAN
BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.
GOETECHNICAL ENGINEERIN THE CITY OF'
G REPORT AND SUE
XISTIN -GAS,,LINE
1205, DUPONT STR�ET
THE CONTRACTOR IS REQUIRED TO TAKE. DUE PRECAUTIONARY MEASURES TO
FONTANA FOR APPROVAL UPON COMPLETION- Or ROUGH GRADING..
m -
;6, -EXI'STING $TO M� 4. A
R 0'
TARIO CA.9,1761,il�_�
PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD
30.
PAVEMENT -SECTION -QUANTITIES ARE, FOR BIDDING PURPOSES ONLY,
TELEPHONE: 90 —4�
OR NOT ON THESE PLANS.
THE ACTUAL PAVEMENT THICKNESS -TO BE DETERMINED IN FIELD BY
LOT ob -E R3
MR. JACK HAY ES
THAT HE SHALL,ASSUME SOLE AND COMPLETE
SOILS ENGINEER.
31.
STERILANT REQUIRED UNDER ALL-NEW'A.C. PAVEMENT.
RESPONSIBILITY FOR JOB. SITE CONDITIONS DURING. THE COURSE OF
CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND
32.
-REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION
PR OPERTY. THAT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
STANDARD DETAIL 129.
BE. LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL
C
DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS
FROM ANY AND ALL PROJECTS, EXCEPTING FOR LIABILITY ARISING FROM
THE SOLE NEGLIGENCE, OF,,'THE OWNER OR THE ENGINEER,
IA
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EN(ANEM.; 6ATE 'C bAtr -
ST 40. of (W`A 'yPFFS(
�J"
mpvc,;
�-AND PRnR THA, REM F, MA6tjol
M'ANCLUD(Nd'SAFItTli� L� 77
COUNTY �KCQRI)S.
1 4
-AND.,142'.1, AIMIT
Ho
ASS DIS IN GA!� STATION, ISLAND' AT
'PR -'$v F U K
lm*u LY se,
422 41 3 3,
olm
STRV 0 4 ? TOO
or
4 VOTH
ked B y.
Chee.
1 MAR
01V:
RCE: 29126
City En
"A AffROVAL, I _z- . -
N N
�ELEV..� Approved By:
-QF
Op. SQRV
Exc� G
1. 9
v.
WQ..-'WO -D-AYS WK t9v Tw
YOU b
Z
f 'T"R EV 0 OF QLD
'FORE, CITR AND, HIQHLAND..STAMPrD S-.15
RKIN'O,�, BE I. rR ;6OUANO
�N
Rom 4
41, .
0.�
EVISIONS:
SEP. 1995
Dwg.No. Sheet
2365 _jZ �3
m o v 15 1995,
777-71-777�,
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jj
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od�x. V iv.
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SEP. 1995
Dwg.No. Sheet
2365 _jZ �3
m o v 15 1995,