22319 95TH PL W.PDFiiiiii lill 11
9303
22319 95TH PL W
ADDRESS: ga3 i I W.
TAX ACCOUNT/PARCEL NUMBER: -)-0/ c3n6
BUILDING PERMIT (NEW STRUCTURE):— AOL 1061
COVENANTS (RECORDED)
CRITICAL AREAS: 2
— �Y)6 — 0 1 DETERMINATION: 0 Conditional Waiver 0 Study Required Xwaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DA:
PARKING AGREEMENTS
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DA:
SCALED PLOT PLAN DA:
SEWER LID FEE
LID #:
SHORT PLAT FILE:— Z6, LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DA
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED
OTHER:
L\TEMP\DS'rs\Fomis\Street File Checklist.doc
PLANNING DATA STREET FILE
STREET FILEINGLE FAMILY RESIDENTIAL
Name: Jn-6 44.-
Date:
Site Address:
p-Q.2sig - !R�i we,4
Plan Check #: ;LooG icX�;,
Project Description: C.0rN4c-cACA- -Z:,_ c.�e,,Z e�, cl� le, tk ceeQAnce—
y
Reduced Site Plan Provided: NO)
Zoning: Rs -
Map Page: 1W
Corner Lot: (YES /0
Flag Lot: E)/ NO)
Critical Areas Determination #: Cqjk-20og- 011-7
El Study Required
9 Waiver
SEPA Determination: --'C�cked DNS o,\ 11tao/C*. /VC) (--0q""4rAS
*-Exempt Oex-e-
Needed (for 500 cubic yards of grading or site within 200 feet of Puget Sound or Lake Ballinger)
X Fee >( Checklist X APO List with notarized form
R� 5etbacks
Side:
Side:
LE�
Rec-w:
tdr'--.(\A1�
Actual Setbacks
Side
Side
El Detached Structures: None. 4a&.-,n or,
Rockeries:
_/ :�s. lee,*. 3'aver or 6r-�P-
Fences/Trellises: gx-ekn 4et\ces 4,,�,
Bay Windows/ Projecting Mo' ulation: or% sftLA st'ck o-P
XStairs/Deck: Pccc�,,e, coqer-ed. VeiZ%S, (A^PM#P-CW(
. . Heit7ht
Datum Point: !�Ttke- '%n P.Pzer pole- rwb� MW
Datum Ele vation:
0,r w)
Maximum Height Allowed:
Actual Height:
I ga
Offier
Parking Required:
Parking Provided:
Lot Area:
Maximum Lot Coverage: 35% Proposed:
VAO"&e,= 7kfs ee- 6 ej a---,)
Lot Coverage Calcu lations:
ADU Created: (YES /(9)
Subdivision: S— Q00.,C;-- IQ"5: L4 *a (&=1oCg&0Q *Qocra—OR015-�
Legal Nonconforming Land Use Determination Issued: (YES /(9 �,J
Comments
P,C--b-,r w\c-oveCed d/" eov*-r te- J� q
Lo� c-aver-ft�Af- 4,-)*-t1 LAAC/e-r C�p asr S. 04011,14 tacit 1140
C.AeAler 0'r rj,,� AJ,, W" 6e. excA-Ved-G-b, -Ke-
e-S)
Plan Review By: Planning Data Form 04-11-06.doc
4
DE��RTMtNT OF_'d'U'ILDINGS
PER INTERNATIONAL RESIDENTIALc6bE SECTION R110
AT: 22319 951h Place W
Occupancy established by this certificate: R3
No. Stories:, .2 Baseme�n4: N/A
-Building P.,prmit#: 2006-1051
Dwelling Units: I
Type of Consteuction: VB
Owner of building: J o 4 U b -a' r"Lia a a
The Sinale Family Residence at 223, 9'9�t -PI W asIb6on'-Inspected and approved complying with the requirements
h.
of the 2003 edition of the International Residential Code as adopt6d'.b�,ftii:*,C-!�y,f6f-the group and division of occupancy and the use for which
the proposed occupancy is classified.
Issued this 27 th , day of September, 2007
Chief Building Official
By
Any change of occupancy or use requires a building permit and a now Certificate of Occupancy issued by the City of Edmonds Building Official.
'I? C. 18913
0 0
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 * (425) 771-0220 - FAX (425) 771-0221
Website: www.d.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
GARY HAAKENSON
MAYOR
January 15, 2008 STREET FILE
Mr. John Uberuaga
West Coast Builders, Inc.
13631 — 65 PL W
Edmonds, WA 98026
RE: 22319 — 95 PL SW, Driveway Slope Waiver Request
Dear Mr. Uberuaga,
In response to your letter received July 26, 2007 requesting approval to exceed the
maximum allowed driveway slope of 14%: review of your letter and engineering
inspection notes indicate that the section of driveway exceeding 14% is immediately
adjacent to a stair landing and although paved and adjacent to the driveway, would not
ordinarily be considered a vehicle traveled path and furthermore does not exceed 20% in
slope.
Your request to exceed the allowed driveway slope of 14%, up to a maximum of 20% as
shown in the driveway profile is approved in this limited area.
Sincerely,
..........
,�dward Sibrel
Engineering Technician
cc:
Street file
Incorporated August 11, 1890
C;�+— 1-;+,, LJ-1'; --- I----
TSNOHOMISH COUNTY"
a I- I J I
MI
Jen Machuga
City of Edmonds
121 — 5th Avenue North
Edmonds, WA 98020
Dear Ms. Machuga:
Providing quality water, power and service at a competitive price that our customers value
December 14,2006
Reference Number: BLD 2006 1051 John Uberuaga
District DR Number: 06-706
RV;
PERM,,
The District presently has sufficient electric system capacity to serve the proposed
development. However, the existing District facilities in the local area may require upgrading.
Cost of any work, new or upgrade, to existing facilities that is required to connect this
proposed development to the District electric system shall be in accordance with the applicable
District policy. The developer will be required to supply the District with suitable
locations/easements upon their property for any underground electrical facilities that must be
installed to serve the proposed development. Contact with the District is recommended prior to
design of the proposed project.
For information about specific electric service requirements, please call the District's
South County office at 425-670-3200 to contact a Customer Engineer.
Sincerely,
Dean §aksena
Senior Manager
Distribution Engineering Services
1802-75'h Street S.W. -Everett, WA - 98203 1 Mailing Address: P.O. Box 1107 9 Everett, WA * 98206-1107
425-783-4300 9 Toll -free in Western Washington at 1-877-783-1000, ext. 4306 * www.snopud.com
'Nolh
ip n Ilis rTit App roem g,&,
rj
Iterpre.L as 40% g g t�
e
'o _' 40.
naintenance ofany currently e Avve_; Gv
mung or un mitted buildhq� struftre
:ionconfo
or site condition whiris out8ide the scope of the
I img—ofvbethek mjch,
C
ding, cture o 1, 10101 I'llifition is ihown 6 the . ....... .... ... ... . .......... . ...
I or drawing. Such ilding, strudure or
'onmq be the subi 4fa separate
.10 iti
85.79'
reement
nlitio
nfo
4�
`Y,
Pl"
z7j
777p,
777
tn"
Q, TD.W. 10SO
fl._�� K� -K C14
W. 114 EL. 113.51 106.0
CIO
I Al
B
104
T.QW, 11131 PORCH
5.0b. 143 0l\e_(' eld B.O.F. F__
LU
T.QJW
RD
o
5 S Ll
PROP ESIDENCE
U)
12 \PINE LUINDO
- > UFFER \EL, 124,
CZ, � M F. \WELL zo
AIN F 114.15' RER cN L
;2 SETBACK I
LOWER 6. lt�,lr 7
GAR . 'G. E 05-15 DETAIL
LINE OF FND,
DRAINS AND
D=5FOUT5
L E
�7 ""44;7
5.0 1
_(011
DECK
MAC 104t- _j �L425
B.OF.
E 11(0. a EL. 115.(Ba
104.15'
D
25 lei 1\ 22 -21
14
1113
5D.W. 1143'
x
x
T.O.W. 111.31 x x — -------
T.01 1113' 1 5.011143' RESU
5,01 143 // APPROVED BY PLANNI 1�1
D�C 05 2006
L-) C_
13UILDING DEPAWMENT
MY OF EDMONDS
13 NOT
REMOVE ALL EXISTING site plan
STRUCTURES, FENCES, PLANTS,
4 TREES THAT OBSRUCT NEW 1 10'-0"
site address: CONSTRUCTION. I I I I —I (D
223113'B5TH FL W SEE SURVEY FOR EXISTING 10, 01 51 10,
EDMONDS, WA. W2(o BUILDING INFO.
0 - - 0
project data:
site address:
2231� IBDTH FL W
EDMONDS, WA. 13802(o
legal description:
BOUNDARY LINE ADJUSTMENT A.F. n80(o2ro5004
LOT 13, BLOCK 2, FINE ACRES, ACCORDING To THE PLAT
THEREOF, RECORDED IN VOLUME 13 OF FLATS, PAGE (63,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
51TUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
tax parcell no.
zone:
RS-5
lot size:
5,125 SF.
0.20 ACRES
lot slope:
13.5%
lot coverage:
BUILDING PAD IM 5F.
FRONT COVERED PORCH. 224 5F.
FEAR 60-*� PORCH/QECK 84 S.F.
TOTAL Y,' tAAccve-",d 1'5uo S.F.
CITY COPY
ZoneL_S.<,— g Comer Flag/
UjLa.cks Aau�red gal
61) a."f Ac—t
A�I�re, Sides(s�- -q'!Z uiL—
s M —
es
35% LOT COVERAGE ALLOWED BY STRUCTURES
1,58(o sp. Z 152510 COVERAGE
-b,om 6r.
(2;) -+-A5
impervious surface
TOTAL LOT COVERAGE BY STRUCTURES 1,5bro 5F.
DRIVEWAY/5TAIR5/51DEWALK Mg.
JOTAL IMPERVIOUS 5UWACE 4,303.3 5r-.
height calculation:
109.13
law
TOTAL 454,5 — 4 'a' 113.1
AVERAGE GRADE
MAX. RIDGE HT ALLOWED
PROPOSED RIDGE WEIGHT
� /2.g F? W
Ji LOCATION OF NEW
WATER METER
....... .. . ....... *"I,-
17T
lc—:)
> LO
>
ol C--) M
C>
e) m N Q)
0
C=
D 34 Fc/7R'
D
0
/10 68'
TD. , 1183'
BDB. 1113,
8,06 \ 1 S. F.
-Z
10
EXISTING RESIDENCE
IDETAIL
;41
o
(01
TD.1 1113'
IL
LADDERS OR RUNGS SHALL
HAVE AN INSIDE WIDTH OF AT
LEAST 12", SHALL PROJECT 3"
FROM THE WALL. AND BE
SPACED NOT MORE T14AN 18"
ON CENTER VERTICALLY FOR
THE FULL HEIGHT OF WINDOW
WELL, PER SRC R3102 4
R31021,
on
SEE SHEET 12/532 AND 8/632
FOR -SPECIFIC REIBAR Jc#!L�
INFORMATION, r
2x(o PURR WALL, TYF:___� '0
w/ R-21,1/2 11 AIR GAP 4
MA50NRY WALL PT 1`12
oi>'00
R-10 - 21 VERT.�/
IF WELL 15 LE55
THAN 30" USE ALT.
o REMOVEA5LE GRATE.
3" MIN
=71 *. �r FOUNDATION WALL
I. PER ENGINEER IF
4 WALL 15 GREATER
THAN 44" DEEP.
ANCHOR LADDER
U51NG "BIMP50N
EFOXY` AS REOID.
IV - 0 HT. . I
H MIN. '11 1 A :6
A
DRAIN, TYP,
GRAVEL, TYP.
5LA5,TYP.
typ. window well detail
1/2"=11-011
DOE ICE)
APPROVED BY PLANNING
project team: .1
applicant
surveyor
JOHN U5ERUAGA
DAVID G. WEST Jr.
WEST COAST BLDR6.
The West Group, Inc..
13631 &E�TH PL. W 15
2120 HEWITT AVE.
EDMONDS, WA 'B802(o
EVERETT, WA. S8201
206-349-8211
(425) 252-1058
architect
structural engineer
KIRK CHRISTIANSON
CHR15 COVINGTON
CONFLUX ARCHITECTURE INC.
STRUCTURAL DESIGN ASSOCIATES, INC.
5512 1st AVENUE NE
NORTH STAR BUILDING
SEATTLE, WASHINGTON '38105
2210 HEWIT AVENUE, SUITE 0401
(20(o) 523-4414
EVERETT, WASHINGTON 138211
PH: 425-339-02133 FAX: 425-252-091(o
FIRE HYDRANT LOCATED e
224TH 5T 5W 4 �5TH PL W. EAST
61DE OF STREET.
lot coverage:
BUILDING PAD 1)IB u.
FRONT COVERED PORCH 224 5F.
REAR-e0*REV-PORCH/QECK 84 6R
TOTAL `�-'amcv ex-ed 1'r�8(0 S.F.
n% LOT COVERAGE ALLOWED 5Y STRUCTURES
15.2% COVERAGE
impervious surface
TOTAL LOT COVERAGE BY 5TRUCTURE5 1,�Ob SP.
C)RIVEWAY/5TAIR5/511DEWAL 2M 6-F.
TOTAL IMPERVIOUS SURFACE 4,303.3 5F.
height -calculation:
ILE
TOTAL 4D4�B - 4 113.1
AVERAGE GRADE 113.1
MAX. RIDGE HT ALLOWED 138.1
PROP05ED RIDGE HEIGHT 138.43
site plan
1 of = 101-011
10, 01 51.; 10,
project data:
site address:
NOTE:
,-.REMOVEALL EX15TING
.5TRUCTURE6, FENCES, PLANTS,
4 TREES THAT 055RUCT NEW
CONSTRUCTION,
SEE SURVEY FOR EX15TING
IBUILDING INFO.
2231S S5TH FL W
EDMONDS, WA. 9502(o
legal description:
5OUNDARY LINE ADJUSTMENT A.F. #980&26�004
LOT 13, 5LOCK 2, FINE ACRES, ACCORDING To THE PLAT
THEREOF, RECORDED IN VOLUME 13 OF FLATS, PAGE 63,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
51TUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASHINGTON.
tax parcell no.
zone: NO I ED
By MG
lot size:
6,125
0.20 ACRES
lot slope:
"Nothini in thisTermit wrav� MC M- "'be
wm the -
inter1preW as a116;wingDr perm' i t- 4
!Km,u
-maintenwam Of RJfty currently _i '.
unperm�ltied bidinfe Amdaft
non onfoming or . �. e of the
ors=naitilo�whi&-"Ard
i lifaPpliedlon . , reWdl�� O�!*Jether oulh
ffflmding structure or condWon is shown On' the
. 'g. 8,uch buildin& StracturIe or
site Ian or dmvn"
,,njiltlion may be the subjed Of 11 SePart*
enforcement action.
sheet notes
y/
"x
'0
C)
W
04 - 00
0,�
/0
CONNECT ALL DOWNSPOUTS AND DRIVEWAY
STRIP DRAIN TO (E) 4" TIGHTLINE
PIPES SLOPED AT 1% AND CONNECT TO
EXISTING STORM DRAINAGE DETENTION SYSTEM.
sheet index:
610-1 SITE PLAN
GF-1 GRADING PLAN
ELEVATIONS
A-2 LOWER, MAIN 4 UPPER FLOOR PLAN
A-3 FOUNDATION PLAN 4 MAIN FLOOR FRAMING PLAN
i.A-4 UPPER FLOOR FRAMING PLAN 4 ROOF FRAMING PLAN
A-� WALL SECTION 4 DETAILS
5-1 STRUCTURAL NOTES, SCHEDULES 4 DETAILS
LM;3
DEC 05 2006
pill
oil
y
>
03
M
00opytight 2006
MUXAWFEMWE�M
1�0
wT.
Z. 1-
IT
cj�
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X
It
1. INSTALLATION: THE AREA OF THE ENTRANCE $HALL BE
CLEARED OF ALL VEGETATION, ROOTS AND OTHER
OBJECTIONABLE MATERIAL. THE GRAVEL SHALL BE PLACED
TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES
REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED
TO THE 6PECIFICATION5 IN THE PLAN. IF WASH RACKS ARE
USED THEY SHOULD BE INSTALLED TO THE MANU17ACTURER'6
SPECIFICATIONS.
2. AGGREGATE: 4" TO &` CRUSHED BALLAST ROCK
3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST
BE AT LEAST (o INCHES THICK IT MUST EXTENE) THE FULL
WIDTH OF THE VEHICULAR INGRE55 AND EGRE55 AREA. THE
LENGTH OF THE ENTRANCE MUST BE AT LEAST 50 FEET LONG.
4. WASHING: IF CONDITION5 ON THE 61TE ARE SUCH THAT
MOST OF THE MUD 15 NOT REMOVED FROM VEHICLE TIRES, BY
CONTACT WITH THE GRAVEL, THEN THE TIRES MUST BE WASHED
BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER
MUST BE CARRIED AWAY FROM THE -ENTRANCE TO A 5ETTL ING
AREA TO REMOVE SEDIMENT. A WASH RACK MAY AL50 BE
USED TO MAKE WASHING CONVENIENT AND EFFECTIVE.
5. MAINTENANCE: THP ENTRANCE SHALL B;: MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD
ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC
TOP DRE65ING WITH 2-INCH STONE, AS CONDITIONS DEMAND,
AND REPAIR AND/OR CLEAN OUT ANY 5TRUCTURE5 USED TO
TRAP SEDIMENT. ALL MATERIAL6 SPILLED ONTO ROADWAY
OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
temporary gravel construction entrance
—NOT TO SCALE
2x4 OR EQUAL USE STAPLES
P05T e 41 O.C. OR WIRE RINGS
n
U
MATERIAL IN 5" x 12" TRENCH
2" x 4" OR EQUAL POST 4'o.c.
USE 5TAPLE5 OR WIRE RINGS
FILTER FABRIC ON
2" x 2" 14 GA. WIRE FABRIC
'/411 WA514ED ROCK
FLau
NEWLY GRADED OR DISTURBED 61TE
5URY 50TTOM OF �AIBRI
MATERIAL IN &N12" TRENCH
siltation control fence detail
BLACKTOP OR IMPERVIOUS
601L FOR SURFACE DRAINAGE
MAXROCKERY
HEIGHT �1FMAX
(01-011
UND15TURBED
Uj
5 SOIL
(NOT FILL)
V_
MIN,
ul
4
w
Uj
C-4
7
�— (z
LU
W!y
LLI
2
(y_
(y_
Q
0
-q-
MIN, 44 PERFORATED DRAIN TILE TO
APPROVED ID15CHARGE
NOTE:
DEPT. OF CONSTRUCTION 4 LAND USE MAY
REQUIRE THAT ANY ROCKERY BE DESIGNED BY
A LICENSEE) 601L ENGINEER, PARTICULARLY IN
60IL-5EN51TIVE AREAS.
rockery
1/2"= 1 V-010
IACOI*
Co
EE 7�1
El C.D
ca ml-
L.LjeN_
cp
5
lnac
00
xi
Date:
08128/06
A t7-a
To
Revision:
11/09/06 A
T.O.W. low
CB p-TYPE
10
.40 q W
. . . . . . . INV 6
INV 36"=
-Lol. SIN
I I - I . V_ - , x
-w—
G � * i __ * 0 W
0 1 -L - Z
S88'58'27"E _JL1 \ 11'',
106.681 TOW,
W. 1110 F I- X\_ x X V-14 x 31.6' LF TOTAL LENGTH
-\42��-e4l, PVC!E6W. 10(off T.O.W.
T.O.W. 1183' `5-0110(0,0" INFILTRATION TRENCH w/
R610 T.O.W,
1113, T. 111.5 E3.0.F ILOF 36" CMP PERFORATED
13,01 ME �\.01 11131 1 CKER�Cl 1041 5'\ B.O.W. 10(001
15�01 1143 [E /0.5." PIPE.
LC �.j
DETAIL "-d') 0#0p��, __ _0114ml- IE 103,_
T.O.W. I ;__
LOCATION OF NEW TYP. 11, SLOPE -- 0.0
1 1 CO'14 PORCH
WATER METER r3 11'
1E Dq!
X
fE 06.6ff wl
x
T
.O.W. 1183 F
"w 111_1, 02
ce)
40"!
0 0
W,M.
0
Lo
8,061 S. F.
TD.W. 111.3
EXISTING RESIDENCE
I PROPOSED' ESIDENCE 34 LF - PVC 0)
x 12))\'PINE I
> UPPER PP. \EL, 124.16' SLOPE=��l
CY) I
bo MAIN PP. EL 11415' 1 oil
LOWER G. _105, -1 rl� W
T.O.W. 1113' ET5A I
GAR. . G. E 05.15
0
C:): 5.011143' 00
LINE OF FND.
J
C/) 36" FIR DRAINS AND
DOWNSPOUTS
T.01 11
x I N 6
_N,
B.O.W. 114i<
(E) C003 5.0.1, DECK
1E 4.25
T'.O.W. 111.31 F3 0 F
x
x 42 LF - 411 PVC: 104.15'
6LOPE=0.010 I 1�\
_j
T.O.W. III 0,�
S88058'27"E 106.681 IF x
B.O.W. 114 X11
x
x x x _X__X x — x F
_x 8=8 79-.21 Y.
x SILT FE X X
DETAIL T,O.W, 11
TYP. ('_2_'� B.O.W,
O.W. T.O.W. 1113'
B.O.W. 114T
1po
,71
7
0
C:) NT A�
S88 7 E 185.79' %%
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E X_
CSL /P H X E
CBL/PI I
--aELZ_PH--Cl3L/PH CBL/PH—
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16 PINE
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00 G %10 SLOPE
wm : T
0
IN/ .( 2 y 4
CB III -TYPE 1
RIM=JL-�.l AT
INV= 163.q (E, SIN)
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NOTE:
.w. 11 1_1�
13.011143'
FIRE HYDRANT LOCATED Q
0
x
224TH ST 6W 4 135TH PL W. EAST
grading and drainage
511)E OF STREET.
plan
1 It = 101-011
10, Ov 5' 1
cut fill calculations
grading & drainage notes
impervious
surfaces
U)
fy
CUT TOTk 4B3 YD5 CUT
I. 4LL WORK SH,4LL C;ONFORM TO
I. HOUSE FOOTFRINT
(INCLUDES
FILL TOTAL 11 YARD5 FILL
BPECIFICATION5 4 RF_CO,MMEND,4TION8 OF THE
DEC<5) =
1,5-10 S.F.
6;EOTECHNIC,4L REPORT 5T' DENN15 5RUCE
2. DRIVEW,4Y
=2111.3 S.F.
D,4TED M,4Y 11, 2005.
3. UJ,4L<S
41 S.F.
4,33ro.3 S.F.
z
0
2.,4LL DOWNSPOUTS SH,4LL TERMIN,4Tr= INTO
STORM DETENSiON SYSTr=M THRU SOLID 411 DI,4.
z
PIPE.
n
-r�
3. DO NOT CONNECT FOUND,4TION DR,4IN5 TO
J�
(n
Ul)
DOWN SPOUTS 4 DRIVEWAY DETENTION SYSTEM.
i01pp110Vi`_0 NOTM,�
C
EJ1 16,01
------------ - E-G, Roff E.G. 114D'
E�G. 1120
F,G. 116.01 E.G. 110,01
F.G. 11401 F�G. 108.01
F.G. 11201 ---------- -
F.G. 110DI
�a 106.0,
4 106.01
J3.
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04 0
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