HomeMy WebLinkAbout3199-1NOTICE TO CONTRACTORS
Construction contractor agrees that in C"f, , cil
accordancewith generally accepted con.ouY
tiaor ' I
construcc�
�. Sw�rv�aJaxr
contractor will be required to assurne sole
and complete responsibility for job site conditions during the
course of construction of the project, including safety of all
persons and property; that this requirement shall be made to
apply continuously and not be limited to normal working
hours, and construction contractor further agrees to defend,
Indemnify and hold design professional harmless from any
and all liability, real or alleged, in connection with the
performance of work on this project, excepting liability
arising from the sole negligence of design professional.
All contractor and subcontractors performing work shown on
or related to these plans shall conduct their operations so
that employees are provided a safe place to work and the
public is protected. All contractors and subcontractors shall
con --ply with the "Occupational Safety and I-iealth
Regulations" of the U.S. Deportment of tabor and with the
State of California Department of Industrial Relations
"construction Safety Orders", The Civil Engineer shall not be
responsible in any way For the contractor or subcontractors
compliance with said regulations and orders.
PRIVATE ENGINEER'S NOTICES TO CONTRACTORS
The existence and approximate location of any underground
utilities or structures shown on these plana care obtained by a
search of available records. To the best of our knowledge,
there are no existing utilities or structures except as shown
on these plans, The engineer, assurnes no liability as to the
exact location of said lines nor for utilities or irrigation Pines
whose locations are not shown. The contractor shall be
responsible for notifying all utility and irrigation companies
prior to work ori excavation to deter -mine exact location of all
lines affecting this work, whether or not shown heron, and
for any damage or, protection of these lines.
The contractor shall call in a location request to
Underground Service Alert ((,J,S.A.) Phone 1-800-227-2600
221--2600
two (2) working days prior to digging. No construction
perms t issued by Public Works Department shall be valid
involving underground facilities unless the applicant has an
inquiry identification nura-«hoer issued by U.S.A.
QrldqrgrService
SECTION 4-216/"4217 OF THE GOVERNMENT �
-•F CODE REQUIRES A DIG ALERT IDENTIFICATION mm
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL_
UNDERGROUND SERVICE ALERT
TOLL FREE 1--500--227-2600
TWO WORKING DAYS BEFORE YOU DIG REV,
INN
JN 12417 City of Fontana
leo Ea\dwg\12417\12417stC.11,dwg 04/'10/01
ABBREVIATIONS
TC ---TOP OF CURET
BVC-- BEGINNING OF' VERTICAL CURVE
EVC,: END OF VERTICAL CURVE
EF' -EDGE OF PAVEMENT
PRC•POINT OF REVERSE CURVE
BCR --BEGINNING CURB RETURN
ECF -A --END CURB REF€JRN
FL.---FI._0W LINE
FS ---FINISHED SURFACE
TD --TOP OF AC DIKE
CITY OF FONTANA
STREET IMPROVEMENT &
TRAFFIC SIGNAL MODIFICATION PLANS
sm
MANGO AVENUE
FROM BASELINE AVENUE TO WABASH AVENUE
BASELINE AVENUE
r k",
FT
rj
t
M... .......... .
1 p a i
1 r 1
w
r t
r r
�1
r
1 r
p (.
# 1 C' ( r
[ i _ ra
CD
FG -- FINISH INISH GRADE
CC;G._-CURB AND GUTTER
SL_ S_I-BEET LIGHT
R/W--RIGIHT OF WAY
S/"'W ___SIDEWALK
CB -._.CATCH BASIN
EG --EDGE OF GUTTER
AC,__ASPHALT CONCRETE
CAB- -CRUSHED AGGREGATE BASE
LCC _.. LENGTH ON CURVE
LEGEND
CONSTRUCT AC PAVING
CONSTRUCT AC OVERLAY (0.15' MIN)
GRIND EXISTING AC PAVEMENT (0.15' MIN)
REMOVE EXISTING PAVING
REVISION DESCRIPTION
INDEX MAP
SHEET INDEX
SHEET
1
EXISTING EDGE OF PAVEMENT
SHEET
2. -
EXIST. CURB & GUTTER
SHEET
W - _-__
EXISTING WATER LINE
SHEET
-m SD=—
EXISTING STORM DRAIN
SHEET
S ._.-___ __.._.._
EXISTING SEWER LINE
SHEET
- C, -- - -
EXISTING GAS LINE
__...,..
- T -__--
EXISTING TELEPHONE LINE
SHEET
E _-___ _-
EXISTING EDISON LINE
SHEET
g -m
CENTER LINE
SHEET
10 -
EXISTING R/W
SHEET
11 ---
PROPOSED R/W
SHEET
12
PROPOSED CURB & GUTTER
SHEET
�,
PROPOSED EDGE OF- PAVEMEN..i_
CJ0.00
PROPOSED TC, ELEVATION
__m0C.00
PROPOSED FI_ ELEVATION
BENCHMARK:
City of Fontana 150
ELEVATION =
155181
"X" ON NORTH END NECK
OF MALAGA
STRE.E T (EAST)
AND MANGO
AVENUE
QrldqrgrService
SECTION 4-216/"4217 OF THE GOVERNMENT �
-•F CODE REQUIRES A DIG ALERT IDENTIFICATION mm
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL_
UNDERGROUND SERVICE ALERT
TOLL FREE 1--500--227-2600
TWO WORKING DAYS BEFORE YOU DIG REV,
INN
JN 12417 City of Fontana
leo Ea\dwg\12417\12417stC.11,dwg 04/'10/01
ABBREVIATIONS
TC ---TOP OF CURET
BVC-- BEGINNING OF' VERTICAL CURVE
EVC,: END OF VERTICAL CURVE
EF' -EDGE OF PAVEMENT
PRC•POINT OF REVERSE CURVE
BCR --BEGINNING CURB RETURN
ECF -A --END CURB REF€JRN
FL.---FI._0W LINE
FS ---FINISHED SURFACE
TD --TOP OF AC DIKE
CITY OF FONTANA
STREET IMPROVEMENT &
TRAFFIC SIGNAL MODIFICATION PLANS
sm
MANGO AVENUE
FROM BASELINE AVENUE TO WABASH AVENUE
BASELINE AVENUE
r k",
FT
rj
t
M... .......... .
1 p a i
1 r 1
w
r t
r r
�1
r
1 r
p (.
# 1 C' ( r
[ i _ ra
CD
FG -- FINISH INISH GRADE
CC;G._-CURB AND GUTTER
SL_ S_I-BEET LIGHT
R/W--RIGIHT OF WAY
S/"'W ___SIDEWALK
CB -._.CATCH BASIN
EG --EDGE OF GUTTER
AC,__ASPHALT CONCRETE
CAB- -CRUSHED AGGREGATE BASE
LCC _.. LENGTH ON CURVE
LEGEND
CONSTRUCT AC PAVING
CONSTRUCT AC OVERLAY (0.15' MIN)
GRIND EXISTING AC PAVEMENT (0.15' MIN)
REMOVE EXISTING PAVING
REVISION DESCRIPTION
INDEX MAP
G
0
BASELINE AVENUE
VICINITY MAP
12'=2000'
�.
TITLE SHEET OF STREET IMPROVEMENTS
FOR
MANGO AVENUE
BASELINE AVE. TO WABASH. AVE.
._.
CONSTRUCT T 4a5" AC OVER 6" C.A.B. (SEES GENERAL NOTE NO.'S 36 & 37)__ 31,060 S,F,
- CONSTRUCT B" CONCRE:.TE. CURB AND GUTTER
PER CITY OF FONTANA, STD. 1C�O�. � __ ____._. _�_.r__-�_...� 1,315 L.F.
CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD, 10.15 (S=5'). _..._____ 6165 S.F.
`—__... CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD, 1 CJ06. __- 2 EA,
�..�-k9 Yr^^
'�: m___- CONSTRUCT 6.5a A.C. OVER 1B C.A.B.(SEE GE.NERAI.... NOTE NO.k S
36 & 37) _ __ .._.__ a__.... ___ _p.____. ___._,_ _._.. _�_ ,_._ ___. 15,706 S.F.
6 ..__,__ ADJUST WATER VALVE: TO GRADE.: PER CITY OF FONTANA STD. 130 _..._ _._ __.�. E.A.
. _ ADJUST SEINER RANI -TOLE TO GRADE PER CITY OF FONTANA STEL, 8 E: A.
&8--- CONSTRUCT B" AC DIKE PER CITY OF' FONTANA STD. 136. 350 1....F.
..____ CONSTRUCT VARIABLE THICKNESS OVERLAY (0.15' MIN .)�..� 4006 S.F.
(1:0) _. ADJUST GAS VALVE TO GRADE PER SO CAL, CAC STDS---------- _._ ___am _ .i E, A,
ABANDON EXIST. TRAFFIC SIGNAL 2 E.A,
12 ..___ REMOVE AND RECONSTRUCT S" CONCRETE CURB AND GUTTER
PER CITY OF FONTANA STD, 1001 3 L.F.
(13
CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. 973 S.F.
,4 _ - GRIND EXISTING AC PAVEM NT ( MIN. iNIDTI i, 0.15' SIN. DEPTH) ____._ �.�_. 4CSC &F,
STREET LIGHT TO BE INSTALLED BY OTHERS
(SOUTHERN CALIFORNIA EDISON CO.) 4 EA.
.. __ EXIST. WATER METER TO BE: ADJUSTED TO GRADE __ ___.._..-_.� _ _.__._.._ 7 EA.
INSTALL STREET LIGHT BASE, 1" SCHi 40 PVC CONDUIT AND
NO. 3-1/2 PULI._BOX PER SO CAL EDISON 4 EA.
CONSTRUCT 4" PCC DRIVEWAY. � � � _. � 3008 S.F.
-- NOT USED
20 INSTALL 21" X 15" CMP ARCH, 8 Ga. PER CONCRETE BEDDING DETAIL HEREON M. �_. 61 L. F.
'1 INSTALL S" X .0" CMI" .ARCH, d Ga. PER CONCRETE BEDDING DETAIL. HEREON._____ 150 I. ,F .
2 - _ CONSTRUCT DISCHARGE STRUCTURE. PER CITY STD. 124.V �p
CL -3)--- CONSTRUCT SINGLE ORATE INLET PER CITY STD. 120-A.EA° y:
{
--- CONSTRUCT JUNCTION_RUCTURC PER CITY STD. 116« �._._. _ 1 EA, �
L25)--- CONSTRUCT CONCRETE COLLAR PER DETAIL_ HEREON __ �..._. _...-_.__.-____..._._ �.__._.____ 1 LA. h
26 EXIST, MAILBOX TO BE RELOCATED PER CITY INSPECTOR 7 EA
g dREMOVAL NOTESY
g p m i.
t� A " , o- ' VLv wr nr x- . F� `d r- 4'.+i1 -r �A`/ � V- C 94,-r 1 `m$
_,0___._ REMOVE EXISTING'TREE. 35
3�
RELOCATE EXISTING POWER POLE BY EA,.
RE -MOVE EXISTING AC 2767 SF.
n .._ REMOVE EXISTING A.C, DIKE. 71 LF,
34 ---- REMOVE EXISTING CROSS GUTTER. _.._ �._�.... _ ____ �_ _�. _m..__. �.._�n_. _� � ° 385 S.F
035--- REMOV'E EXISTING A.C. PAVEMENT._ ___.._..____..____..____ _._.___ __ __ _ _. ___._,_ .. _ 31382 & F.
,�.:.___ REMOVE EXISTING DRAINAGE STRUCTURE. LUMP SUM
3'7 REMOVE AND SALVAGE EXISTING .SIGN. ______.___ .. ___ _ .m.._._ _._ ____..__.. __ _ _ 10 EA.
REMOVES EXISTING STREET LIGH-l- (BY" OTHERS) 1 LMA.
r REMOVE EXISTING PCC SIDEWALK AND DRIVEWAY397 S, F.
SEWER
0 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER. 51 L. F,
41 -
CONSTRUCT 12" EXTRA STRENGTH VCP SEWER, 522 L.F,.
2
CONSTRUCT 48" DIAMETER PRECAST SEINER MANHOLE: PER CM' STD. 1 12. __.-._ _.___ 3 EA.
} _ CONSTRUCT 4' LONG x 6" EXTRA STRENGTH VCP STUB W/" FLUC Oct S--0 0040..._.,_ , 1 L.A.
BREAK INTO EXISTING 46" DIAMETER MANHOLE AND RECHANNEL. EASE, 2 EA.
STRIPING
@1)
}_._._._ APPLY` 4--INCHDOUBLEYELLOW STRIPE PERCALTRANS STD.
-'' PLAN A20__.I3, DETAIL `22 _ _ _ __._ ___._._._ __..____. _._.____ 837 I_aI
C..2 '-- INSTALL,,. PAVEMENT MARKING AS SHOWN PER CALTRANS STD, DWG, NO. A240':.- 1 EA,
CR� RE=MOVE CONFLICTING STRIPING / MARKING. 220 L, F.
-- APPLY 8 --INCH WHITE SOLID ST' -RIPE PER CALTRANS STD..
PLAN A20 _. C, DETAIL ;. . __._..._a.__ ..._ n_.... __ .__.__.. _._.w.__..... _ .._ ____. _.__. _ _ _ ___.®_ . _ m 155 L, F.
APPLY Ea" WHITE STRIPE PER CALTRANS STD. PLAN A20C„ DETAIL 37B, .260 L. F.
APPLY 4" W I -i ITE EDG E.LI N E AS SHOWN. _ ____-..._ _. 422 L. F.
7 - INSTALL__ TRAFFIC SIGN AS 5 E. A.
C-5-8)-- APPLY" PAVEMENT" MARKING AS SHOWN PER CALTRANS STD..
DRAWING NO, A24A. __.._ ____ __.__..._ __ _..____ __._.___. _ .._ __ _. .-__. _ _ __ _ 4 E. A.
5_.._ APPI. STRIPE- ..__ .._ ___ 590 L_. F.
r
TH RD Y)1;AWINGS 1'~eM1wV B EN PREPARED IN
FURNISHED BY aTHERS THE EN(3flNEEF?'vVH_.L N07 BE
RESPONSIBLE FOR ANY ERROFIS 0,R OWS8K)NS wr-'ICH
_, BEEN INcORPORA'TEG WTO THESE DOCUMENTS
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT,
CITY OF FONTANA, CALIFORNIA
MANGO AVENUE— -
BC MANGOAVS TF `ET IMPROVEMENTS AS NOTED
SEUNE ' C� ABASHAVE._
I r i E DATE,
SCAN tDEC. 2001
I CK tile.. VEE ._ NO,: DATE
C.;
SCN
' '
_____1ITYNCINIC.E. iii
Mylar: 08/21/02, X02
SHEET INDEX
SHEET
1
T...ITLE SHEET
SHEET
2. -
CONSTRUCTION NOTES AND TYPICAL SECTIONS
SHEET
3 _
DEMOLITION PLAN, MANGO .AVE. AND BASELINE AVE,
SHEET
4
PLAN Ar PROFILE, MANGO AVENUE:
SHEET
5
PLAN & PROFILE, BASELINE AVENUE
SHEET
6 -
STORM DRAIN IMPROVEMENT PLAN
SHEET
7 -.-.
SEWER IMPROVEMENT FLAN
SHEET
E3 -
SIGNING & STRIPING„ MANGO AVE, AND BASELINE AVE.
SHEET
g -m
TRAFF=IC CONTROL, PLAN
SHEET
10 -
TRAFFIC SIGNAL. MODIFICa`T]ON PLAN
SHEET
11 ---
LO- IDSC:,APE IRRIGATION PLAN
SHEET
12
LANDSCAPE PLANTING PLAN
SHEET
13 -
LANDSCAPE DETAILS
G
0
BASELINE AVENUE
VICINITY MAP
12'=2000'
�.
TITLE SHEET OF STREET IMPROVEMENTS
FOR
MANGO AVENUE
BASELINE AVE. TO WABASH. AVE.
._.
CONSTRUCT T 4a5" AC OVER 6" C.A.B. (SEES GENERAL NOTE NO.'S 36 & 37)__ 31,060 S,F,
- CONSTRUCT B" CONCRE:.TE. CURB AND GUTTER
PER CITY OF FONTANA, STD. 1C�O�. � __ ____._. _�_.r__-�_...� 1,315 L.F.
CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD, 10.15 (S=5'). _..._____ 6165 S.F.
`—__... CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD, 1 CJ06. __- 2 EA,
�..�-k9 Yr^^
'�: m___- CONSTRUCT 6.5a A.C. OVER 1B C.A.B.(SEE GE.NERAI.... NOTE NO.k S
36 & 37) _ __ .._.__ a__.... ___ _p.____. ___._,_ _._.. _�_ ,_._ ___. 15,706 S.F.
6 ..__,__ ADJUST WATER VALVE: TO GRADE.: PER CITY OF FONTANA STD. 130 _..._ _._ __.�. E.A.
. _ ADJUST SEINER RANI -TOLE TO GRADE PER CITY OF FONTANA STEL, 8 E: A.
&8--- CONSTRUCT B" AC DIKE PER CITY OF' FONTANA STD. 136. 350 1....F.
..____ CONSTRUCT VARIABLE THICKNESS OVERLAY (0.15' MIN .)�..� 4006 S.F.
(1:0) _. ADJUST GAS VALVE TO GRADE PER SO CAL, CAC STDS---------- _._ ___am _ .i E, A,
ABANDON EXIST. TRAFFIC SIGNAL 2 E.A,
12 ..___ REMOVE AND RECONSTRUCT S" CONCRETE CURB AND GUTTER
PER CITY OF FONTANA STD, 1001 3 L.F.
(13
CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. 973 S.F.
,4 _ - GRIND EXISTING AC PAVEM NT ( MIN. iNIDTI i, 0.15' SIN. DEPTH) ____._ �.�_. 4CSC &F,
STREET LIGHT TO BE INSTALLED BY OTHERS
(SOUTHERN CALIFORNIA EDISON CO.) 4 EA.
.. __ EXIST. WATER METER TO BE: ADJUSTED TO GRADE __ ___.._..-_.� _ _.__._.._ 7 EA.
INSTALL STREET LIGHT BASE, 1" SCHi 40 PVC CONDUIT AND
NO. 3-1/2 PULI._BOX PER SO CAL EDISON 4 EA.
CONSTRUCT 4" PCC DRIVEWAY. � � � _. � 3008 S.F.
-- NOT USED
20 INSTALL 21" X 15" CMP ARCH, 8 Ga. PER CONCRETE BEDDING DETAIL HEREON M. �_. 61 L. F.
'1 INSTALL S" X .0" CMI" .ARCH, d Ga. PER CONCRETE BEDDING DETAIL. HEREON._____ 150 I. ,F .
2 - _ CONSTRUCT DISCHARGE STRUCTURE. PER CITY STD. 124.V �p
CL -3)--- CONSTRUCT SINGLE ORATE INLET PER CITY STD. 120-A.EA° y:
{
--- CONSTRUCT JUNCTION_RUCTURC PER CITY STD. 116« �._._. _ 1 EA, �
L25)--- CONSTRUCT CONCRETE COLLAR PER DETAIL_ HEREON __ �..._. _...-_.__.-____..._._ �.__._.____ 1 LA. h
26 EXIST, MAILBOX TO BE RELOCATED PER CITY INSPECTOR 7 EA
g dREMOVAL NOTESY
g p m i.
t� A " , o- ' VLv wr nr x- . F� `d r- 4'.+i1 -r �A`/ � V- C 94,-r 1 `m$
_,0___._ REMOVE EXISTING'TREE. 35
3�
RELOCATE EXISTING POWER POLE BY EA,.
RE -MOVE EXISTING AC 2767 SF.
n .._ REMOVE EXISTING A.C, DIKE. 71 LF,
34 ---- REMOVE EXISTING CROSS GUTTER. _.._ �._�.... _ ____ �_ _�. _m..__. �.._�n_. _� � ° 385 S.F
035--- REMOV'E EXISTING A.C. PAVEMENT._ ___.._..____..____..____ _._.___ __ __ _ _. ___._,_ .. _ 31382 & F.
,�.:.___ REMOVE EXISTING DRAINAGE STRUCTURE. LUMP SUM
3'7 REMOVE AND SALVAGE EXISTING .SIGN. ______.___ .. ___ _ .m.._._ _._ ____..__.. __ _ _ 10 EA.
REMOVES EXISTING STREET LIGH-l- (BY" OTHERS) 1 LMA.
r REMOVE EXISTING PCC SIDEWALK AND DRIVEWAY397 S, F.
SEWER
0 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER. 51 L. F,
41 -
CONSTRUCT 12" EXTRA STRENGTH VCP SEWER, 522 L.F,.
2
CONSTRUCT 48" DIAMETER PRECAST SEINER MANHOLE: PER CM' STD. 1 12. __.-._ _.___ 3 EA.
} _ CONSTRUCT 4' LONG x 6" EXTRA STRENGTH VCP STUB W/" FLUC Oct S--0 0040..._.,_ , 1 L.A.
BREAK INTO EXISTING 46" DIAMETER MANHOLE AND RECHANNEL. EASE, 2 EA.
STRIPING
@1)
}_._._._ APPLY` 4--INCHDOUBLEYELLOW STRIPE PERCALTRANS STD.
-'' PLAN A20__.I3, DETAIL `22 _ _ _ __._ ___._._._ __..____. _._.____ 837 I_aI
C..2 '-- INSTALL,,. PAVEMENT MARKING AS SHOWN PER CALTRANS STD, DWG, NO. A240':.- 1 EA,
CR� RE=MOVE CONFLICTING STRIPING / MARKING. 220 L, F.
-- APPLY 8 --INCH WHITE SOLID ST' -RIPE PER CALTRANS STD..
PLAN A20 _. C, DETAIL ;. . __._..._a.__ ..._ n_.... __ .__.__.. _._.w.__..... _ .._ ____. _.__. _ _ _ ___.®_ . _ m 155 L, F.
APPLY Ea" WHITE STRIPE PER CALTRANS STD. PLAN A20C„ DETAIL 37B, .260 L. F.
APPLY 4" W I -i ITE EDG E.LI N E AS SHOWN. _ ____-..._ _. 422 L. F.
7 - INSTALL__ TRAFFIC SIGN AS 5 E. A.
C-5-8)-- APPLY" PAVEMENT" MARKING AS SHOWN PER CALTRANS STD..
DRAWING NO, A24A. __.._ ____ __.__..._ __ _..____ __._.___. _ .._ __ _. .-__. _ _ __ _ 4 E. A.
5_.._ APPI. STRIPE- ..__ .._ ___ 590 L_. F.
r
TH RD Y)1;AWINGS 1'~eM1wV B EN PREPARED IN
FURNISHED BY aTHERS THE EN(3flNEEF?'vVH_.L N07 BE
RESPONSIBLE FOR ANY ERROFIS 0,R OWS8K)NS wr-'ICH
_, BEEN INcORPORA'TEG WTO THESE DOCUMENTS
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT,
CITY OF FONTANA, CALIFORNIA
MANGO AVENUE— -
BC MANGOAVS TF `ET IMPROVEMENTS AS NOTED
SEUNE ' C� ABASHAVE._
I r i E DATE,
SCAN tDEC. 2001
I CK tile.. VEE ._ NO,: DATE
C.;
SCN
' '
_____1ITYNCINIC.E. iii
Mylar: 08/21/02, X02